Change Order - B&F Contracting, Inc.
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Project Name: Chandler Boulevard and Dobson Road Sewer and Water Improvements CO1
Page 1
Project No.: WW2005.403
Rev. 3/20/23
Amendment authorized by Owner name: Jeff Auker on phone
Date: 4/25/2023
Original Agreement amount:
$7,689,563.73
Previous Change Order total:
$0
Last Agreement amount approved by Council:
$7,689,563.73
This Change Order:
$7,202,897.39
This Change Order + previous Change Order(s) not approved by
Council total:
$7,202,897.39
Revised Agreement total:
$14,892,461.12
Council Approval Required (yes indicates approval required)
Yes
No
Change Order(s) total over $100,000:
☒
☐
Change Order(s) total causes Agreement to exceed $100,000:
☒
☐
Agreement Time
Agreement time prior to this Change Order (including previous
change order(s):
315
Calendar Days
Net change resulting from this Change Order:
120
Calendar Days
Revised Agreement time (including this Change Order):
435
Calendar Days
Council Approval (if applicable)
Council Approval Date:
Item No.
CHANGE ORDER NO.
1
DATE
4/25/2023
Change Order not valid until signed by both the City and the Contractor. Contractor’s signature indicates
Agreement herewith, including any adjustments in the Agreement Price or Agreement Time.
Project Name:
Chandler Boulevard and Dobson Road Sewer and Water Improvements
Project No.:
WW2005.403
User Dept.:
Public Works & Utilities
NTP Date: TBD
TO:
B&F Contracting, Inc.
11011 N 23rd Ave, Phoenix, AZ 85029
(CONTRACTOR)
(Mailing Address)
JOnstott@bfcontracting.com
(Email Address)
Contractor must make the following changes to this Agreement: (Detail scope change (Exh. A) / cost
breakdown (Exh. B), if needed)
The following contract Change Order represents the GMP 2 for a portion of the water improvements
work as presented in the attached Exhibits. The contract time will also be extended an additional
120 calendar days to allow the contractor to perform this portion of the work.
5/25/23
ROC-089744 | BFCONTRACTING.COM | 11011 N. 23rd Avenue| Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
April 26, 2023
Scott Riter – Construction Project Manager
City of Chandler – Public Works & Utilities
215 E Buffalo Street
Chandler, AZ 85225
RE: Name:
Chandler Blvd and Dobson Road Watermain Replacement Project
Project No.:
WW2005.403
SUBJECT: Construction Manager at Risk – GMP-002
Dear Mr. Riter,
B&F Contracting, Inc. respectfully submits, for your review, our GMP-002 for the Chandler Dobson
Watermain Replacement Project. B&F proposes to complete the work over a 15-month period, of which 10-
months are directly represented in this GMP due to the concurrent sewer project that is estimated at 7-months’
time. This GMP is for the Water installation and abandonment partially running concurrently with the Sewer
Replacement and Rehabilitation, but most of the work will be completed immediately following with the
Sewer Replacement & Rehabilitation. Place holders in the project schedule will show the delineation of these
areas. The price includes all labor, equipment, material, and services to complete a portion of the work which
is delineated on the schedule of values. The remainder of the work in the plan sheets will be provided in a
GMP-003 budget in July 2023. See the attached schedule of values for reference and supplemental
documentation.
Included in this package are the following documents:
•
Scope of Work
•
GMP Exhibit D
•
Schedule of Values
•
Cost Detail
•
Equipment and Crew Composition
•
List of GMP Documents
•
Clarifications and Assumptions
•
GMP Schedule
•
Cashflow Chart
•
Risk Register
We are excited about the opportunity to work with the City of Chandler and look forward to discussing this
soon. If you or your team have any questions or comments regarding the above items, please contact Josh
Onstott at (623)238-3792.
Sincerely,
Josh Onstott
Josh Onstott – Executive Director
Jonstott@bfcontracting.com
B&F Contracting, Inc.
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
INDEX OF EXHIBITS
CHANDLER BLVD. AND DOBSON ROAD TO CHIPPEWA WATERMAIN
REPLACMENT PROJECT
COC Project No.: WW2005.403
GMP-002
[04/26/2023]
• Exhibit D1: Scope of Work
• Exhibit D2: GMP Coversheet
• Exhibit D3: Schedule of Values
• Exhibit D4: List of GMP Documents
• Exhibit D5: Clarifications and Assumptions
• Exhibit D6: GMP-002 & GMP-003 Schedule
• Exhibit D7: Cashflow Chart
• Exhibit D8: Risk Register
EXHIBIT D1: SCOPE OF WORK
CHANDLER AND DOBSON WATERMAIN REPLACEMENT
COC Project Number: WW2005.403
GMP-002
(04/26/2023)
PROJECT OVERVIEW
The project includes the replacement and abandonment of approximately 8,254 LF of 12-inch existing watermain with
a new Ductile Iron Pipe main bound by the intersection of Dobson Road and Chandler Blvd and Chandler Blvd and
Chippewa on the North Side of Chandler and Chandler and Meadows Drive on the South Side of Chandler Blvd. The
project GMP was evaluated by delineating the intersection of Chandler Blvd and Dobson Intersection and all other pipe
installed east of the intersection to their respective connections. This project includes the updating of existing services,
backflow, and hydrant along the alignment.
SCOPE OF WORK
Chandler Blvd and Dobson Intersection: Installation and connection of new 12” ductile iron pipe throughout the
intersection establishing 4 new tie-ins to the existing system. This work includes the installation of 3 EA. Permaseal
Valves for Isolation and 1 each insertion valves to complete work. Post installation and testing of the new pipeline, the
existing pipe will be abandoned in place.
Chandler Blvd from Dobson Intersection to Chippewa Place: Installation of new 12-inch line that runs parallel with
Chandler Blvd. New services, backflows, hydrant, and lateral as identified on the plans. Post installation and testing of
the new pipeline, the existing pipe will be abandoned in place.
Construction phase services by the CMAR includes:
•
Mill, Sawcut and removal of asphalt.
•
Trench excavation.
•
Perform water main installation.
•
Tie into existing water mains.
•
Install Fire hydrant.
•
Cleaning and Inspection.
•
Pressure Test and Chlorination.
•
Coordinate with various City of Chandler departments, other agencies, utility companies, etc.
•
Arrange for procurement of materials and equipment.
•
Schedule and manage site operations.
•
Bond and insure the construction.
•
Maintain a safe work site for all project participants.
•
As-built records drawings.
•
Shutdown planning and coordination.
•
Hardscape removal and replacement.
•
Landscape restoration at disturbed areas.
•
Asphalt Replacement.
•
Concrete encasement per the plans.
•
Known Utility Protection.
•
Striping and Traffic Control.
•
Public Outreach.
•
SWPP Maintenance.
•
Quality Control Testing.
•
GPS/GIS field data per (Exhibit GPS Scope and Data Dictionary)
GENERAL ITEMS:
1) Mobilization & Demobilization:
a) Fog Seal Mobilizations 2 ea.
b) B&F Mobilization to site and onsite moves during the project.
c) Office site establishment and setup.
d) Yard grading and leveling and associated plating to avoid rutting and track out issues.
e) Screen for yard fence required by landowner.
f) Power and Internet establishment at the office on site
g) Installation rental/purchase of holding tank for the office trailers.
h) Site/Yard Setup & Takedown – Crew time setting up fencing, surveillance, yard access and arranging all the
storage materials for construction phase.
i) Project information signs.
2) Storm Water Pollution Prevention (SWPP)
a) This includes the cost to facilitate inspection on a bi-weekly status and within 24 hours after every rain event.
b) SWPPP book and permit are included in the Sewer Project Cost.
c) Maintain onsite Storm Water Protection throughout the project at inlets, track-out, and other BMPs onsite.
d) Purchase materials and replacement materials during the project duration.
e) Klein tank to meet the needs of the crew with quicker filling times.
f) Street sweeper services the site 16 hours a month.
g) ½ time water truck and driver to maintain the yard and materials during construction activities for material
handling and dust maintenance.
h) ADEQ sign.
3) Survey (Allowance)
a) Set up project control and pipe alignment.
b) As-built records for all deflections, fitting, valves, and new waterline alignment.
c) Maintaining GPS/GIS data on a weekly basis with the City of Chandler per the Exhibit GPS Scope and Data
Dictionary.
d) Final record as-builts.
4) Public Outreach (Allowance)
a) Cost to maintain connection with the community by MakPro.
b) Website management
c) Hotline operation
d) Public notifications
e) Billed as cost reimbursable.
f) Assistance with access agreements/TCEs and permanent easements.
5) Item will be included in GMP-003
6) Item will be included in GMP-003
7) Place and Fine Grade ABC & Fine Grade Prior To Pavement
a) Complete a fine grade to ensure ac thickness and compaction is met prior to paving operations.
8) Remove and Replace Curb and Gutter MAG Standard Detail 230
a) Remove and Replace Curb that is damaged by construction activities due to the close proximity of the running
line to the curb and gutter.
b) Labor, Equipment, Materials, and Fees to remove to sawcut remove the existing work regrade the area for new
curb, compact the subgrade, and install new curb in place post construction of the waterline.
9) Remove And Replace Sidewalk Mag Std Det 230
a) R&R sidewalk at locations identified on the plans and any activity in the sidewalk.
b) Equipment, labor, materials, and consumables are included in the price of replacement.
10) Sawcut, Remove, And Replace Pavement MAG Standard Detail 200-1 & 200-2
a) Sawcut the pavement section for trench excavation.
b) Remove pavement offsite and associated dump fees.
c) Milling the trench line for T-Top
d) Furnish Install trench patch per COC standards.
e) Crack seal trench edges.
f) Tack coat on existing asphalt edges.
11) Item will be included in GMP-003
12) Item will be included in GMP-003
13) Remove and Replace Valley Gutter Mag Std Det 240
a) Demo and remove existing valley gutter and dispose of materials.
b) Grade and form new valley gutter.
c) Labor, equipment, and materials to complete the work.
d) Quantities for valley gutter are based on plans.
e) CMAR takeoff for valley gutters based on existing conditions onsite differ from plans. CMAR has excluded
this from the GMP direct cost but will carry possible overrun in contractor’s contingency.
f) Due to the running line on the waterline like the curb the expectation is that valley gutter will be susceptible to
damage from the equipment performing the work. Extra contingency is added to the contractor’s contingency
to cover this cost.
14) Replace Concrete Bus Bay COC Standard
a) Demo and remove existing valley gutter and dispose of materials.
b) Labor, equipment, and materials to complete the work.
c) Associated haul off and dump fees for concrete.
d) Fine grading and compaction prior to placement.
e) An additional 500 SF was added to the GMP due to damaged panels identified in the design phase potholing
efforts.
f) Eco Pan for washout at the yard.
15) 12-inch ACP Abandonment with Grout
a) Crew and materials to add grouting points on pipe for abandonment.
b) Grout crew and pump to complete work.
16) 12-inch CIP Abandonment with Grout
a) Crew and materials to add grouting points on pipe for abandonment.
b) Grout crew and pump to complete work.
17) 8-inch ACP Abandonment with Grout
a) Crew and materials to add grouting points on pipe for abandonment.
b) Grout crew and pump to complete work.
18) 8-inch CIP Abandonment with Grout
a) Crew and materials to add grouting points on pipe for abandonment.
b) Grout crew and pump to complete work.
19) 6-inch ACP Abandonment with Grout
a) Crew and materials to add grouting points on pipe for abandonment.
b) Grout crew and pump to complete work.
20) Abandon In Place 12-inch Gate Valve in Closed Position Std Det 350
a)
Remove surface to square edges and remove risers once valve is in desired position and fill with ½ sack slurry.
b) Crew & Equipment to complete the work.
c)
Abandon gate valve in concrete that are not identified to replace concrete will be patch with bag mix 4000 PSI
concrete once abandonment is completed.
21) Abandon In Place 8-inch Gate Valve in Closed Position Std Det 350
a)
Remove surface to square edges and remove risers once valve is in desired position and fill with ½ sack slurry.
b) Crew & Equipment to complete the work.
c)
Abandon gate valve in concrete that are not identified to replace concrete will be patch with bag mix 4000 PSI
concrete once abandonment is completed.
22) Abandon In Place 6-inch Gate Valve in Closed Position Std Det 350
a)
Remove surface to square edges and remove risers once valve is in desired position and fill with ½ sack slurry.
b) Crew & Equipment to complete the work.
c)
Abandon gate valve in concrete that are not identified to replace concrete will be patch with bag mix 4000 PSI
concrete once abandonment is completed.
23) Abandon In Place Existing Water Service Line
a)
Labor, Equipment and Materials to complete cut and plugs after the new line is in service.
b) Materials include fittings to abandon in place.
c)
The corporation stop at the main will remain open and the abandonment will be complete near the meter or
private side connection and cut the service below grade to its current running line to 18-inch minimum below
grade of the running line is less than 18”.
d) The service will be abandoned as deep as possible and closest to the main without creating more surface repair.
24) Remove Existing Water Meter Box and Salvage Meter to City
a)
Crew and Materials to remove meter box and meter.
b) B&F will contact Jeff Auker and deliver the City of Chandler McQueen Yard.
25) Remove Existing Fire Hydrant
a)
Crew & Equipment to complete the work.
b) Materials to fill voids and any other hardscape or existing concrete that will need to be removed to properly
remove and abandon the hydrant.
c)
Landscape restoration will be compensated through the Pavers and Landscape allowance.
26) Remove 12" CIP Water Main:
a)
Crew & Equipment to complete the work.
b) Materials to properly cap the existing line for abandonment.
c)
Removal of pipe listed on the plan but not implicit in the GMP will be covered through this line item due to
minimal quantities all water pipe removal called out on the plans are included in line items provided.
27) Remove 12" ACP Water Main:
a)
Crew & Equipment to complete the work.
b) Materials to fill voids and any other hardscape or existing concrete that will need to be removed to properly
remove and abandon the hydrant.
c)
Asbestos abatement and disposal for all ACP removals including 6-inch ACP.
28) Cut and Plug 6-inch Water Main
a)
Labor, Equipment and Materials to complete cut and plugs after the new line is in service.
b) Materials include DIP, Transition Coupling, cap, and concrete for restraint on existing pipe for abandonment
or reenergization.
29) Cut and Plug 8-inch Water Main
a)
Labor, Equipment and Materials to complete cut and plugs after the new line is in service.
b) Materials include DIP, Transition Coupling, cap, and concrete for restraint on existing pipe for abandonment
or reenergization.
30) Cut & Plug 12-inch Water Main
a)
Labor, Equipment and Materials to complete cut and plugs after the new line is in service.
b) Materials include DIP, Transition Coupling, cap, and concrete for restraint on existing pipe for abandonment
or reenergization.
31) Remove Existing 12" Gate Valve and Backfill with ½ Sack CLSM
a)
Equipment, Labor, and Materials to remove valve box and cover.
b) CLSM to backfill the void after removal.
c)
Disposal of gate valve and materials
32) Remove Existing 12" Gate Valve Box and Cover
a)
Equipment, Labor, and Materials to remove valve box and cover.
b) Disposal of removed materials.
33) Item will be included in GMP-003
34) Remove Existing 6" Gate Valve and Backfill with ½ Sack CLSM
a)
Equipment, Labor, and Materials to remove valve box and cover.
b) CLSM to backfill the void after removal.
c)
Disposal of gate valve and materials
35) Remove 24-Inch Abandoned SRP Irrigation Pipe
a)
Sawcut and remove pipe.
b) Haul off to disposal.
c)
Disposal fees.
36) Plug 24-inch Abandoned Irrigation Line
a)
Material and labor to build a pipe plug for abandonment.
37) 12-Inch Pipe Installation in the Chandler & Dobson Intersection
a)
Equipment, labor, and materials to install pipe through the intersection and backfill with ½ sack CLSM.
b) Pipe, fitting, valves, vertical realignment, and utility coordination are included in this line item.
c)
The Northwest corner concrete section of pipe concrete encased with the sewer asphalt and removal included
in sewer GMP.
d) Equipment for the NW corner work will be shared between two projects to complete the work.
e)
No work between November 18th and January 1st will happen in this area.
f)
The water main installation on the NW corner will be done separately to the other work.
g) Production based on 24-hour lane closures for all work on sheet W1, W2, W3 to Station 34+85, and W12 to
station 32+00.
h) NW corner water main sheet W1 left side will be completed and in service prior to start of other water work.
38) 12-Inch Class 350 DIP Watermain W/Polywrap, Valves, Fittings, Vertical/Horizontal Alignment’s, & Gate
Valves Misc.
a)
Included all 12-inch waterline material outside the intersection work only. The remaining cost will be applied
to GMP-003.
39) 8-Inch Class 350 DIP Watermain W/Polywrap, Valves, Fittings, Vertical/Horizontal Alignment’s, &
Gate Valves Misc.
a) Equipment, labor, and materials to install and backfill pipe.
b) Shoring and Plates
c) Vertical realignments and horizontal realignments’
d) ABC backfill.
e) Haul off and disposal of excavated materials.
f) Dig, lay, and backfill pipe.
g) Standard bedding depth.
h) Anticipated to be completed with a 24-inch excavator bucket.
i) Compaction complete with an excavator sheep’s foot attachment after 1 foot above pipe.
40) 6-Inch Class 350 DIP Watermain W/Polywrap, Fittings, And Valves
a) Equipment, labor, and materials to install pipe and backfill.
b) Shoring and Plates
c) Vertical realignments and horizontal realignments’
d) ABC backfills.
e) Haul off and disposal of excavated materials.
f) Dig, lay, and backfill pipe.
g) Standard bedding depth.
h) Anticipated to be completed with a 24-inch excavator bucket.
41) 4-Inch Class 350 DIP Watermain W/Polywrap, Fittings, And Valves
a) Equipment, labor, and materials to install pipe and backfill.
b) Shoring and Plates
c) Vertical realignments and horizontal realignments’
d) ABC backfills.
e) Haul off and disposal of excavated materials.
f) Dig, lay, and backfill pipe.
g) Standard bedding depth.
h) Anticipated to be completed with a 24-inch excavator bucket.
i) Compaction complete with an excavator sheep’s foot attachment after 1 foot above pipe.
42) 12" Perma-Seal Insertion Valve Mueller Co LLC or Approved Equivalent:
a) Includes labor, materials, and equipment to excavate and backfill the valve post installation.
b) Tap Master’s to install a new insertion valve on the existing 12” Main.
c) Backfill material in line item 37.
43) 12" Inserta Valve Romac Industries or Approved Equivalent:
a) Includes labor, materials, and equipment to make time and complete backfill post installation.
b) Pipeline Services to install a new insertion valve on the existing 12” Main.
c) Insert a valve will be backfilled with ½ Sack CLSM.
d) Valve are considered sacrificial for isolation and constructability post construction they will be
abandoned in place.
e) Soft dig to expose the existing pipe.
44) 12-inch Cut in Tee
a) Labor, Equipment, and Materials to cut the Tee in with a coordinated shutdown plan with water service
department.
b) Soft dig to expose the existing pipe.
45) 16-inch Gate Valve (Not on Plans)
a) Labor, Equipment, and Materials to cut the Tee in with a coordinated shutdown plan with water service
department.
b) The valve will be installed at a new Tee in lieu a tapping sleeve and permaseal valve.
46) 16-inch X 8-inch Cut in Tee
a)
Labor, Equipment, and Materials to cut the Tee in with a coordinated shutdown plan with water service
department.
b) Soft dig to expose the existing pipe.
c)
Tee is currently called out on plans as a insert a valve with a 8-inch tapping sleeve and valve. The city
direct due to isolation to provide a cut in tee, solid sleeve, and valve verse the current plan.
47) Thrust Block Installation @ Intersection
a)
5’6” X 2’4” X 4’ thrust blocks at the intersection at connection to the existing system.
b) Equipment, labor, and materials to excavate, shore, form, install rebar and pour the thrust blocks at each
location.
48) Chandler Blvd Misc. Thrust Blocks
a)
Includes all thrust blocks not at the intersection on the new connection to the exiting lines per the design
drawings.
49) Concrete Encasements at Chandler Blvd & Dobson Road
a)
Equipment, labor, and materials to complete 39 lf of encasement identified on the plans.
50) Connect to Existing 12-inch Water Main ACP To DIP Transition Coupling
a)
Includes time to complete and expose existing main and preparation to make tie in.
b) Includes labor, materials, and equipment to make time and complete backfill post installation.
c)
Includes hydro excavation around existing main.
d) Asbestos Disposal as needed.
51) Connect to Existing 12-inch Water Main Not ACP Transition Coupling
a)
Includes time to complete and expose existing main and preparation to make tie in.
b) Includes labor, materials, and equipment to make time and complete backfill post installation.
c)
Includes hydro excavation around existing main.
52) Item will be included in GMP-003
53) Connect to Existing 8-inch Water Main Not ACP To DIP Transition Coupling:
a)
Includes time to complete and expose existing main and preparation to make tie in.
b) Includes labor, materials, and equipment to make time and complete backfill post installation.
c)
Includes hydro excavation around existing main.
54) Connect to Existing 6-inch Water Main ACP To DIP Transition Coupling:
a)
Includes time to complete and expose existing main and preparation to make tie in.
b) Includes labor, materials, and equipment to make time and complete backfill post installation.
c)
Includes hydro excavation around existing main.
d) Asbestos Disposal as needed.
55) Connect to Existing 6-inch Water Main Not ACP To DIP Transition Coupling:
a)
Includes time to complete and expose existing main and preparation to make tie in.
b) Includes labor, materials, and equipment to make time and complete backfill post installation.
c)
Includes hydro excavation around existing main.
56) Connect to Existing 4-inch Water Main DIP
a)
Includes time to complete and expose existing main and preparation to make tie in.
b) Includes labor, materials, and equipment to make time and complete backfill post installation.
c)
Includes hydro excavation around existing main.
57) Fire Hydrant Assembly COC Std Det C-303 & C-305:
a) The bid items included the cost of materials, labor, and equipment to complete.
58) 4” Bollard Type 1 COC Standard Detail C-105 & MAG Standard Detail 140
a) The bid items included the cost of materials, labor, and equipment to complete the installation of the 4 ea.
bollards.
59) 1" Type K Soft Copper Service Line COC Std Det C-301
a) The bid items included the cost of materials, labor, and equipment to complete work.
b) ABC Backfill
60) 1.5" Rigid Copper Service Line COC Std Det C-301:
a) The bid items included the cost of materials, labor, and equipment to complete work.
b) ABC Backfill
61) 2" Rigid Copper Service Line COC Std Det C-301
a) The bid items included the cost of materials, labor, and equipment to complete work.
b) ABC Backfill
62) Locate and Connect Existing Service
a) The bid items included the cost of materials, labor, and equipment to complete work.
63) 1” Backflow Preventor & Enclosure COC Standard Detail C-311
a) The bid items included the cost of materials, labor, and equipment to complete.
b) The bid item includes the installation of a concrete slab and enclosure post installation.
c) Includes the certification of the backflow after installation and testing is completed.
d) Note all backflow preventor will need to be inspected by the city for proper placement.
64) 1.5” Backflow Preventor & Enclosure COC Standard Detail C-311
a) The bid items included the cost of materials, labor, and equipment to complete work.
b) The bid item includes the installation of a concrete slab and enclosure post installation.
c) Includes the certification of the backflow after installation and testing is completed.
d) Note all backflow preventor will need to be inspected by the city for proper placement.
65) 2" Backflow Preventer & Enclosure COC Std Det C-302
a) The bid items included the cost of materials, labor, and equipment to complete.
b) The bid item includes the installation of a concrete slab and enclosure post installation.
c) Includes the certification of the backflow after installation and testing is completed.
d) Note all backflow preventor will need to be inspected by the city for proper placement.
66) 4-inch Backflow Preventer COC Std Det C-315
a) The bid items included the cost of materials, labor, and equipment to complete work.
b) The bid item includes the installation of a concrete slab and enclosure post installation.
c) Includes the certification of the backflow after installation and testing is completed.
d) Note all backflow preventor will need to be inspected by the city for proper placement.
67) ) 6” Backflow Preventor & Enclosure COC Standard Detail C-311
a) The bid items included the cost of materials, labor, and equipment to complete work.
b) The bid item includes the installation of a concrete slab and enclosure post installation.
c) Includes the certification of the backflow after installation and testing is completed.
d) Note all backflow preventor will need to be inspected by the city for proper placement.
68) Water Meter Box Installation
a) Labor and Equipment to install level the box after the swing connection is completed and backfilled
per COC standards.
69) Install 2-inch Combination Air Relief Valve COC Detail C-319
a) The bid items included the cost of materials, labor, and equipment to complete work.
70) Temporary Watermain Installation at Arrowhead Dr and Jack in a Box
a) Labor, equipment, and materials to install a temporary watermain from the existing ACP pipe to the business
to maintain water during the construction of the new watermain.
b) All HDPE pipes will be potable, pressure tested, and bacterial tested prior to tie in.
c) Shallow trenching in price to maintain public access.
71) Protect Existing SRP utilities being crossed at the intersection.
a) Materials, labor, equipment to complete temporary support to cross large utilities as identified on the plan
sheets.
72) General Conditions - 7 Months Included in this GMP remaining will be in GMP-003.
a) 10 each pothole added from design phase services.
b) 7 each month of waste management service for the project yard.
c) 2 each Connex boxes for project staff to protect valuable material during construction.
d) 2 water meters for the project site water needs
e) Water and ice for the crews
f) Office and Yard rental for project materials, equipment, and personnel.
g) Project utilities for site internet service, power, waste, water, etc.
h) Project Sanitation portable restrooms, handwashing station, and disinfection supplies.
i) Temporary fence rental for project security.
j) Senior Project Manager – Josh Onstott 53%Time
k) Assistant Project Manager – Amit Satre, P.E. Full Time
l) Project Superintendent – Jared Freeman ½ Time
m) Field Superintendent – Rod Reeder Full Time
n) Field Engineer – 512 Hours during the intersection to assist with daily activities, inspection, and project
deliverables.
o) Field Communication – Radios, Cellular Devices, Tables, and Procore for the project.
p) First Aid – Service based kits inspected monthly and stocked for project site personnel.
q) ST&S, Safety Supplies, Training, Fall Protection, and small tools – Per Direct Labor Manhours.
r) Job Office Expense – Printer, ink, paper, supplies, labor posters, and consumables.
Date: 4/26/2023
Amount
A. Cost of Work
A1 Cost of Work (self perform, no mark-up)
$2,191,749.90
A2 Cost of Work (subcontractors, suppliers, materialmen)
$1,968,479.81
TOTAL COST OF WORK:
$4,160,229.71
B. General Conditions
$670,218.99
$4,830,448.70
C. CM@Risk's Fee
$410,588.14
SUBTOTAL 2 (A + B + C):
$5,241,036.84
D. Bonds and Insurance (on Subtotal 1)
D1 Bonds (Payment and Performance)
$48,304.49
D2 Insurance
$53,134.94
$101,439.42
SUBTOTAL 3 (SUBTOTAL 2 + BONDS & INS):
$5,342,476.26
E. Sales Tax
E1 Sales Tax
$258,041.60
E2 Tax Credits
-$51,569.77
$206,471.83
F. Approved Allowances
F1
Traffic Control
$585,922.68
F2
Police Officer
$270,567.92
F3
Quality Control Testing
$62,909.35
F4
Construction Water
$28,857.50
F5
Crack Seal
$40,400.50
F6
Paver Allowance
$9,234.40
F7
Public Outreach
$28,900.00
F8
Survey
$57,800.00
F9
Landscape
(Will be in GMP-003)
$0.00
$1,084,592.35
G. Contingencies
G1
Owner Contingency
$500,000.00
G2
Contractors Contingency
$285,881.94
$785,881.94
H. Material Early Procurement Credit
-$216,525.00
$7,202,897.39
Establishment of Values:
a. Cost of Work (A) and Allowances (F) to be submitted with GMP Proposal.
b. General Conditions Cost (B) to be established in Baseline Cost Model.
c. CM@Risk Fee as set forth in Section 3.7.3 of this Contract
TOTAL BONDS & INSURANCE:
TOTAL SALES TAX:
TOTAL GMP PROPOSAL:
TOTAL ALLOWANCES:
TOTAL CONTINGENCIES:
CM@RISK GMP SUMMARY (PAGE 2 of 2)
Project Name:
Project Location:
City of Chandler Project No.:
Chandler Blvd and Dobson Waterline Replacement
Chandler Blvd and Dobson Intersection to Chippewa On Chandler Blvd
WW2005.403
SUBTOTAL 1 (Cost of Work) (A + B):
Exhibit D4: List of GMP-002 Documents
CHANDLER AND DOBSON WATERMAIN REPLACEMENT
COC Project Number: WW2005.403
GMP-002 Design
(04/26/2023)
DOCUMENTS:
•
CITY OF CHANDLER, ARIZONA – CHANDLER BOULEVARD DOBSON ROAD TO CHIPPEWA
PLACE WATER MAIN IMPROVEMENT, CITY PROJECT NO. WW2005.403, DATE: FEBRUARY 2023
•
CITY OF CHANDLER, ARIZONA – CHANDLER BOULEVARD DOBSON ROAD TO CHIPPEWA
PLACE WATER MAIN IMPROVEMENT, CITY PROJECT NO. WW2005.403, DATE: FEBRUARY 7,
2023, TECHNICAL SPECIFICATIONS
•
WW2005.252 – CHANDLER BOULEVARD AND DOBSON ROAD SEWER AND WATER
IMPROVMENTS – PRECONSTRUCTION CONTRACT
•
SAECO – DIBBLE ENGINEERING – ISSUED - GEOTECHNICAL STUDY – CHANDLER BOULEVARD
WATER MAIN IMPROVMENTS DOBSON TO CHIPPEWA PLACE, CHANDLER, ARIZONA
•
UTILITY POTHOLE DATA – SSC UNDERGROUND
•
GIS / GPS DATA DELIVERY REQUIRMENT, CITY OF CHANDLER
City of Chandler - Chandler Dobson Sewer Main Improvements and Rehabilitation Project
COC Project Number: WW2005.403
BFC Project Number: 22-4020-00
A+AA1:T
B
C
WW2005.403
1 Mobilization & Demobilization
1.00 LS
177,651.20
177,651.20
1.00 LS
153,653.50
153,653.50 0.00
(23997.70)
Incresed sure to mobe on final asphalt quote
2 SWPPP
10.00 MO
21,758.95
217,589.50
10.00 MO
22,489.00
224,890.00 0.00
7300.50
Removed water truck from maintenance crew and finalized swppp quote
3 Survey
0.00 AL
0.00
0.00
1.00 LS
45,000.00
45,000.00 (1.00)
45000.00
Move to Allowance
4 Public Outreach
0.00 AL
0.00
0.00
1.00 AL
25,000.00
25,000.00 (1.00)
25000.00
Move to Allowance
5 Remove And Replace Disturbed Pavement Markings In Kind
0.00 LS
0.00
0.00
1.00 LS
32,452.00
32,452.00 (1.00)
32452.00
This will be inlcuded in GMP-003
6 Fog Seal Roadway
0.00 SY
0.00
0.00
31,426.00 SY
1.62
50,910.12 (31426.00)
50910.12
This will be inlcuded in GMP-003
7 Place And Fine Grade ABC Prior To Pavement
3,345.00 SY
15.21
50,877.45
5,071.00 SY
15.21
77,129.91 (1726.00)
26252.46
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
8 Remove And Replace Curb And Gutter MAG Standard Detail 230
2,830.00 LF
42.94
121,520.20
3,579.00 LF
43.53
155,793.87 (749.00)
34273.67
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
9 Remove And Replace Sidewalk MAG Standard Detail 230
3,236.00 SF
35.30
114,230.80
4,225.00 SF
35.29
149,100.25 (989.00)
34869.45
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
10 Sawcut, Remove, And Replace Pavement MAG Standard Detail 200-1 & 200-2
3,345.00 SY
111.85
374,138.25
5,071.00 SY
120.15
609,280.65 (1726.00)
235142.40
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
11 Remove And Replace Sidewalk Ramp In Kind - Identified In Potholing
0.00 EACH
0.00
0.00
1.00 EACH
8,209.50
8,209.50 (1.00)
8209.50
This will be inlcuded in GMP-003
12 Remove & Replace Median
0.00 LF
0.00
0.00
71.00 LF
545.64
38,740.44 (71.00)
38740.44
This will be inlcuded in GMP-003
13 Remove And Replace Valley Gutter & Apron Standard Detail 240
1,232.00 SF
68.53
84,428.96
1,472.00 SF
67.54
99,418.88 (240.00)
14989.92
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
14 Replace Concrete Bus Bay COC Standard
729.00 SF
71.54
52,152.66
964.00 SF
70.44
67,904.16 (235.00)
15751.50
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
15 Abandon In Place 12-inch ACP Watermain W/Grout MAG Std Spec 350
753.00 LF
36.85
27,748.05
3,704.00 LF
30.53
113,083.12 (2951.00)
85335.07
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
16 Abandon In Place 12-Inch CIP Watermain W/Grout MAG Std Spec 350
4,205.00 LF
29.69
124,846.45
4,205.00 LF
29.69
124,846.45 0.00
0.00
17 Abandon In Place 8-inch ACP Watermain W/Grout MAG Std Spec 350
94.00 LF
58.18
5,468.92
160.00 LF
67.45
10,792.00 (66.00)
5323.08
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
18 Abandon In Place 8-inch CIP Watermain W/Grout MAG Std Spec 350
43.00 LF
73.47
3,159.21
43.00 LF
73.47
3,159.21 0.00
0.00
19 Abandon In Place 6-Inch ACP Watermain W/Grout MAG Std Spec 350
126.00 LF
58.46
7,365.96
215.00 LF
60.94
13,102.10 (89.00)
5736.14
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
20 Abandon 12-Inch Gate Valve In Closed Position MAG Std Det 350
11.00 EACH
901.94
9,921.34
14.00 EACH
891.04
12,474.56 (3.00)
2553.22
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
21 Abandon 8-Inch Gate Valve In Closed Position Standard Detail 350
8.00 EACH
906.03
7,248.24
16.00 EACH
891.04
14,256.64 (8.00)
7008.40
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
22 Abandon 6-inch Gate Valve In Closed Position MAG Standard Detail 350
14.00 EACH
882.46
12,354.44
18.00 EACH
891.04
16,038.72 (4.00)
3684.28
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
23 Abandon In Place Water Service Line
190.00 LF
11.69
2,221.10
341.00 LF
13.02
4,439.82 (151.00)
2218.72
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
24 Remove Existing Water Meter Box & Salvage Meter To City
17.00 EACH
920.03
15,640.51
19.00 EACH
920.04
17,480.76 (2.00)
1840.25
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
25 Remove Existing Hydrant Assembly
11.00 EACH
1,542.49
16,967.39
13.00 EACH
1,540.20
20,022.60 (2.00)
3055.21
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
26 Remove 12-inch CIP
127.00 LF
74.53
9,465.31
127.00 LF
74.53
9,465.31 0.00
0.00
27 Remove 12-inch ACP
91.00 LF
88.41
8,045.31
91.00 LF
88.41
8,045.31 0.00
0.00
28 Cut & Plug 6-inch Watermain
6.00 EACH
3,515.28
21,091.68
7.00 EACH
3,515.33
24,607.31 (1.00)
3515.63
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
29 Cut & Plug 8-inch Watermain
5.00 EACH
3,528.13
17,640.65
13.00 EACH
3,528.18
45,866.34 (8.00)
28225.69
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
30 Cut & Plug 12-inch Watermain
11.00 EACH
5,615.03
61,765.33
12.00 EACH
5,471.77
65,661.24 (1.00)
3895.91
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
31 Remove 12-inch Gate Valve Backfill With 1/2 Sack CLSM
3.00 EACH
1,952.45
5,857.35
5.00 EACH
1,952.48
9,762.40 (2.00)
3905.05
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
32 Remove 12-Inch Gate Valve And Cover
7.00 EACH
1,211.96
8,483.72
7.00 EACH
1,211.98
8,483.86 0.00
0.14
Rounding
33 Remove 8-inch Gate Vavle Backfill With 1/2 Sack CLSM
0.00 EACH
0.00
0.00
2.00 EACH
1,799.68
3,599.36 (2.00)
3599.36
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
34 Remove 6-inch Gate Valve Backfill With 1/2 Sack CLSM
1.00 EACH
1,774.66
1,774.66
1.00 EACH
1,775.00
1,775.00 0.00
0.34
Rounding
35 Remove 24-inch SRP Irrigation Pipe
5.00 LF
482.38
2,411.90
5.00 LF
482.39
2,411.95 0.00
0.05
Rounding
36 Cut & Plug 24-inch Irrigation Pipe
2.00 EACH
1,109.33
2,218.66
2.00 EACH
1,109.34
2,218.68 0.00
0.02
Rounding
37 12-Inch Intersection Waterline Work
879.00 LF
869.99
764,721.21
879.00 LF
870.00
764,730.00 0.00
8.79
Rounding
38 12-Inch Class 350 DIP Watermain W/Polywrap, Valves, Fittings, Vertical/Horizontal Alignme
7,375.00 LF
74.38
548,552.50
7,375.00 LF
322.34
2,377,257.50 0.00
1828705.00
This only included the waterline materials for the project there is no equipment or labor included
39 8-inch Class 350 DIP Watermain With Polywrap, Fittings, And Valves
236.00 LF
540.32
127,515.52
448.00 LF
471.41
211,191.68 (212.00)
83676.16
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
40 6-Inch Class 350 DIP Watermain W/Polywrap, Fittings, And Valves
321.00 LF
642.94
206,383.74
435.00 LF
539.57
234,712.95 (114.00)
28329.21
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
41 4-inch Class 350 DIP Watermain W/PolyWrap
44.00 LF
441.01
19,404.44
44.00 LF
441.02
19,404.88 0.00
0.44
Rounding
42 Install 12-inch Perma Seal Valve
3.00 EACH
42,570.47
127,711.41
3.00 EACH
42,571.00
127,713.00 0.00
1.59
Rounding
43 Install 12-inch Inserta Valve Romac Industries Or Approved Equivalent
3.00 EACH
30,661.44
91,984.32
3.00 EACH
30,662.00
91,986.00 0.00
1.68
Rounding
44 12X12 Cut In Tee
1.00 EACH
19,116.61
19,116.61
1.00 EACH
19,117.00
19,117.00 0.00
0.39
Rounding
45 Install 16-inch Gate Valve
1.00 EACH
16,116.99
16,116.99
1.00 EACH
16,117.00
16,117.00 0.00
0.01
Rounding
46 Install 16 X 8 Tee
1.00 EACH
31,546.59
31,546.59
1.00 EACH
31,547.00
31,547.00 0.00
0.41
Rounding
47 Note 29 Thrust Block Installation @ Intersection
4.00 EACH
4,673.41
18,693.64
4.00 EACH
4,673.50
18,694.00 0.00
0.36
Rounding
48 Thrust Block On Chandler Blvd
8.00 EACH
2,089.01
16,712.08
8.00 EACH
2,089.00
16,712.00 0.00
(0.08)
Rounding
49 Concrete Encasement
39.00 LF
301.62
11,763.18
39.00 LF
301.63
11,763.57 0.00
0.39
Rounding
50 Connect To Existing 12-inch Watermain ACP To DIP Transition Coupling
5.00 EACH
11,022.21
55,111.05
5.00 EACH
11,022.35
55,111.75 0.00
0.70
Rounding
51 Connect To Existing 12-inch Watermain
6.00 EACH
10,328.17
61,969.02
6.00 EACH
10,328.30
61,969.80 0.00
0.78
Rounding
52 Connect To Existing 8-inch ACP Water Main To DIP Coupling
0.00 EACH
0.00
0.00
3.00 EACH
9,539.00
28,617.00 (3.00)
28617.00
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
53 Connect To Existing 8-inch PVC Watermain To DIP Transition Coupling
2.00 EACH
7,584.18
15,168.36
2.00 EACH
7,584.00
15,168.00 0.00
(0.36)
Rounding
54 Connect To Existing 6" ACP Watermain ACP To DIP Coupling
4.00 EACH
6,720.69
26,882.76
4.00 EACH
6,721.00
26,884.00 0.00
1.24
Rounding
55 Connect To Existing 6-inch Watermain Not ACP
1.00 EACH
6,194.65
6,194.65
1.00 EACH
6,195.00
6,195.00 0.00
0.35
Rounding
56 Connect To Existing 4" DIP Main
2.00 EACH
5,659.87
11,319.74
2.00 EACH
5,660.00
11,320.00 0.00
0.26
Rounding
57 Fire Hydrant Assembly COC Standard Detail C-303 & C-305
11.00 EACH
8,308.48
91,393.28
13.00 EACH
7,768.00
100,984.00 (2.00)
9590.72
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
58 4-inch Bollard Type 1 COC Standard Detail C-105 & Mag Standard Detail 140
4.00 EACH
543.84
2,175.36
4.00 EACH
544.00
2,176.00 0.00
0.64
Rounding
59 1" Type K Soft Copper Service Line COC Standard Detail C-301
115.00 LF
162.93
18,736.95
177.00 LF
140.50
24,868.50 (62.00)
6131.55
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
60 1.5" Copper Service Line COC Standard Detail C-301
237.00 LF
163.83
38,827.71
358.00 LF
127.69
45,713.02 (121.00)
6885.31
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
61 2" Rigid Copper Service Line COC Standard Detail C-301
81.00 LF
201.30
16,305.30
146.00 LF
142.23
20,765.58 (65.00)
4460.28
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
62 Locate & Connect Existing Services
17.00 EACH
1,334.01
22,678.17
25.00 EACH
1,334.03
33,350.75 (8.00)
10672.58
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
63 1" Backflow Preventer & Enclosure COC Standard Detail C-311
3.00 EACH
8,910.90
26,732.70
3.00 EACH
8,911.00
26,733.00 0.00
0.30
Rounding
64 1.5" Backflow Preventer & Enclosure COC Standard Detail C-311
3.00 EACH
9,376.52
28,129.56
3.00 EACH
9,377.00
28,131.00 0.00
1.44
Rounding
65 2" Backflow Preventer & Enclosure COC Standard Detail C-302
1.00 EACH
11,720.11
11,720.11
1.00 EACH
11,720.00
11,720.00 0.00
(0.11)
Rounding
66 4-inch Backflow Preventer COC Standard Detail C-315
1.00 EACH
21,684.03
21,684.03
1.00 EACH
21,684.00
21,684.00 0.00
(0.03)
Rounding
67 6" Backflow Preventer And Enclosure COC Standard Detail C-315
2.00 EACH
31,731.44
63,462.88
2.00 EACH
31,732.00
63,464.00 0.00
1.12
Rounding
SCHEDULED VALUE
ITEM
No.
DESCRIPTION OF WORK
QTY
Unit of
Measure
Unit Price
90% Cost Model
Explaination of Cost Change
Units
UOM
Unit Price
Total Cost
Difference
Between Cost
Models
Qty Difference
City of Chandler - Chandler Dobson Sewer Main Improvements and Rehabilitation Project
COC Project Number: WW2005.403
BFC Project Number: 22-4020-00
A+AA1:T
B
C
SCHEDULED VALUE
ITEM
No.
DESCRIPTION OF WORK
QTY
Unit of
Measure
Unit Price
90% Cost Model
Explaination of Cost Change
Units
UOM
Unit Price
Total Cost
Difference
Between Cost
Models
Qty Difference
68 Water Meter Box
17.00 EACH
597.46
10,156.82
20.00 EACH
597.50
11,950.00 (3.00)
1793.18
Reduced quantity from pages W13-W18 and will add the remaining GMP-003
69 2" Combo Air Relief Valve
1.00 EACH
14,113.15
14,113.15
1.00 EACH
14,113.00
14,113.00 0.00
(0.15)
Rounding
70 Temporary Waterline Installation And Removal
2.00 EACH
20,135.91
40,271.82
2.00 EACH
20,136.00
40,272.00 0.00
0.18
71 SRP Engineered Supports
2.00 EACH
6,344.43
12,688.86
2.00 EACH
6,345.00
12,690.00 0.00
1.14
Rounding
$ 4,160,229.71
$ -
$ 2,713,673.29
General Conditions
72 General Conditions
7 MO
$ 95,745.57 $ 670,218.99 10
MO
$ 94,015.00 $ 940,150.00
$ 269,931.01 Reduced item in GC the remain will be in GMP-003
Subtotal with General Conditions
$ 4,830,448.70
8.5% Markup
$ 410,588.14
Total with OH&P
$ 5,241,036.84
Insurand and Bond on Subtotal of CMAR Direct Work + Overhead & Profit
Insurance Cost (1.1%)
$ 53,134.94
Bond Cost (1%)
$ 48,304.49
Subtotal Bond and Insurance
$ 101,439.42
Subtotal Bond and Insurance+ CMAR Direct Work + Overhead & Profit
$ 5,342,476.26
Sales Tax (4.83%)
Sales Tax (4.83%) (Includes Cost of Insurance and Bond * .0483)
$ 258,041.60
Anticipated Material Tax Credit
$ (51,569.77)
Combined Total with Insurance, Bonds, & Tax
$ 5,600,517.87
ALLOWANCE
F1 Traffic Control Allowance
1 AL
$ 585,922.68 $ 585,922.68
F2 Police Officer
1 AL
$ 270,567.92 $ 270,567.92
F3 Quality Control Testing
1 AL
$ 62,909.35 $ 62,909.35
F4 Construction Water
1 AL
$ 28,857.50 $ 28,857.50
F5 Crack Seal
1 AL
$ 40,400.50 $ 40,400.50
F6 Paver Allowance
1 AL
$ 9,234.40 $ 9,234.40
F7 Public Outreach
1 AL
$ 28,900.00 $ 28,900.00
F8 Survey
1 AL
$ 57,800.00 $ 57,800.00
Landscape (Allowance will be GMP-003)
1 AL
$ - $ -
Subtotal with Allowances
$ 1,084,592.35 $ 6,633,540.45
500 Contractors Contingency
1 AL
$ 285,881.94 $ 285,881.94
510 Owner's Contingency
1 AL
$ 500,000.00 $ 500,000.00
Subtotal of Contingency
$ 785,881.94 $ 7,419,422.39
ORIGINAL CONTRACT TOTALS
$ 7,419,422.39
F9
Cost Detail
Project Name:
Chandler Dobson Water Install Project
Customer:
City of Chandler
Job Number:
W22351
Bid Number: W22351
Billing Address:
Mail Stop 407, P.O. Box 4008
Bid As:
B&F Contracting, Inc.
Chandler, AZ 85244 USA
Estimator:
Phone:
4807823310
Joshua Onstott
Project Address:
Chandler Blvd/ Dobson Rd, Chandler, AZ
Contact:
Melanie Sikes
Completion Date:
8/1/2024
Pay Items
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
1.00 LS
866.67
866.67
$177,653.56
$177,653.56
1 - Mobilization
Asphalt Mobilization (P1 Paving & Construction)
16.00 EACH
$1,500.00
$24,000.00
B&F Onsite Mobilization
50.00 TRIP
266.67
5.33
$879.06
$43,952.80
GC-Mobilization Crew (1.50 TRIP/DY, 33.33 DY)
50.00 TRIP
266.67
5.33
$879.06
$43,952.80
Grade And Plate Yard And Removal
2.00 DY
80.00
40.00
$12,047.88
$24,095.76
GC-Site/Yard Setup & Takedown Crew (1.00
DY/DY, 2.00 DY)
2.00 DY
80.00
40.00
$2,972.88
$5,945.76
Aggregate - ABC Non Spec
825.00 TON
$22.00
$18,150.00
Fence Setup And Screen Install (0.33 LS/DY, 3.00
DY)
1.00 LS
120.00
120.00
$10,960.80
$10,960.80
Fence Screen
1.00 LS
$1,250.00
$1,250.00
Unload And Store Materials
10.00 DY
400.00
40.00
$3,705.92
$37,059.20
GC-Unload & String Pipe Crew (1.00 DY/DY,
10.00 DY)
10.00 DY
400.00
40.00
$3,705.92
$37,059.20
Project Signage
1.00 LS
$2,000.00
$2,000.00
Cold Mix
300.00 TON
$45.45
$13,635.00
Office Power, Internet, And Equipping
1.00 LS
$20,700.00
$20,700.00
10.00 MO
1,120.00
112.00
$21,759.24
$217,592.40
2 - SWPPP
SWPP Inspections (Argus Construction Services)
25.00 UNIT
$160.00
$4,000.00
SWPP Maintenance Site Clean Up (1.00 MO/DY,
10.00 DY)
10.00 MO
240.00
24.00
$2,198.08
$21,980.80
Buy / Replace SWPPP Material
1.00 LS
$12,500.00
$12,500.00
Sweeper
10.00 MO
$4,000.00
$40,000.00
Water Support
10.00 MO
880.00
88.00
$10,311.84
$103,118.40
Wash Out
10.00 EACH
$350.00
$3,500.00
SWPPP Dust Control Inspection (Argus
Construction Services)
25.00 EACH
$35.00
$875.00
Dust Sign (Argus Construction Services)
1.00 EACH
$325.00
$325.00
Install And Remove SWPPP Sign
1.00 LS
$1,250.00
$1,250.00
3,345.00 SY
569.92
0.17
$15.21
$50,892.23
7 - Place And Fine Grade ABC Prior To Pavement
Fine Grade Trench
3,345.00 SY
569.92
0.17
$15.21
$50,892.23
4/24/2023 5:03:56 PM
Page 1 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Subgrade Preparation (281.72 SY/DY, 11.87 DY)
3,345.00 SY
569.92
0.17
$15.21
$50,892.23
2,830.00 LF
1,141.60
0.40
$42.94
$121,509.31
8 - Remove And Replace Curb And Gutter MAG
Standard Detail 230
Curb And Gutter Remove & Replacement
2,830.00 LF
1,141.60
0.40
$42.94
$121,509.31
CP-Concrete Demo Curb & Gutter Crew (750.00
LF/DY, 3.77 DY)
2,830.00 LF
181.12
0.06
$6.16
$17,437.93
CP-Concrete Curb & Gutter Crew (165.00 LF/DY,
17.15 DY)
2,830.00 LF
960.48
0.34
$22.59
$63,917.52
Form, Cure, Stakes
1.00 LS
$2,251.00
$2,251.00
Aggregate - ABC MAG Spec
124.30 TON
$22.00
$2,734.60
Ready Mix Concrete - MAG B 2500
165.90 CY
$172.50
$28,617.75
Trucking (8.53 DY, 0.54 Trucks, 41.47 LF/HR)
2,830.00 LF
$1.75
$4,950.51
Dump Fee - Concrete
16.00 LOAD
$100.00
$1,600.00
3,236.00 SF
1,266.83
0.39
$35.30
$114,227.46
9 - Remove And Replace Sidewalk MAG Standard
Detail 230
Remove And Replace Concrete Sidewalk
3,236.00 SF
1,266.83
0.39
$35.30
$114,227.46
CP-Concrete Demo Sidewalk Crew (650.00 SF/DY,
4.98 DY)
3,236.00 SF
159.31
0.05
$5.20
$16,825.61
Subgrade Preparation (469.44 SY/DY, 6.89 DY)
3,236.00 SY
330.88
0.10
$9.13
$29,546.14
CP-Concrete Sidewalk Crew (200.00 SF/DY, 16.18
DY)
3,236.00 SF
776.64
0.24
$17.03
$55,101.31
Forms, Cure, Stakes
1.00 LS
$3,830.00
$3,830.00
Aggregate - ABC MAG Spec
62.70 TON
$22.00
$1,379.40
Ready Mix Concrete - MAG B 2500
42.00 CY
$172.50
$7,245.00
Dump Fee - Concrete
3.00 LOAD
$100.00
$300.00
3,345.00 SY
1,011.55
0.30
$111.86
$374,157.45
10 - Sawcut, Remove, And Replace Pavement
MAG Standard Detail 200-1 & 200-2
Remove Existing AC Trench Paving
3,345.00 SY
1,011.55
0.30
$31.16
$104,215.95
CP-Sawcutting Large Crew (291.00 SY/DY, 11.49
DY)
3,345.00 SY
367.84
0.11
$9.94
$33,239.41
CP-Asphalt Demo Crew (291.00 SY/DY, 11.49 DY)
3,345.00 SY
643.71
0.19
$21.22
$70,976.53
Replace AC Trench Paving (P1 Paving &
Construction)
3,345.00 SY
$80.70
$269,941.50
1,232.00 SF
888.96
0.72
$68.53
$84,424.10
13 - Remove And Replace Valley Gutter & Apron
Standard Detail 240
Chandler Blvd
1,232.00 SF
888.96
0.72
$68.53
$84,424.10
CP-Concrete Valley Gutter Crew (163.56 SF/DY,
7.53 DY)
1,232.00 SF
421.83
0.34
$23.16
$28,538.34
CP-Concrete Demo Valley Gutter Crew (336.00
SF/DY, 3.67 DY)
1,232.00 SF
176.00
0.14
$16.24
$20,002.69
CP-Sawcutting Small Crew (368.00 LF/DY, 3.35
DY)
1,232.00 LF
80.35
0.07
$5.11
$6,300.88
Material Per Bid Item
1.00 LS
$3,348.00
$3,348.00
Aggregate - ABC MAG Spec
60.50 TON
$22.00
$1,331.00
Ready Mix Concrete - MAG A 3000
34.65 CY
$175.50
$6,081.08
Subgrade Preparation (280.56 SY/DY, 4.39 DY)
1,232.00 SY
210.78
0.17
$15.28
$18,822.11
729.00 SF
514.73
0.71
$71.54
$52,153.15
14 - Replace Concrete Bus Bay COC Standard
Chandler Blvd
234.00 SF
161.34
0.69
$67.42
$15,776.30
CP-Concrete Valley Gutter Crew (163.56 SF/DY,
1.43 DY)
234.00 SF
80.12
0.34
$23.16
$5,420.28
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 2 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
CP-Concrete Demo Valley Gutter Crew (336.00
SF/DY, 0.70 DY)
234.00 SF
33.43
0.14
$16.24
$3,799.21
Subgrade Preparation (235.00 SY/DY, 1.00 DY)
234.00 SY
47.80
0.20
$18.24
$4,268.00
Material Per Bid Item
1.00 LS
$500.00
$500.00
Aggregate - ABC MAG Spec
14.30 TON
$22.00
$314.60
Ready Mix Concrete - MAG A 3000
8.40 CY
$175.50
$1,474.20
Chandler Blvd
229.00 SF
159.11
0.69
$68.00
$15,573.02
CP-Concrete Valley Gutter Crew (163.57 SF/DY,
1.40 DY)
229.00 SF
78.40
0.34
$23.16
$5,304.14
CP-Concrete Demo Valley Gutter Crew (336.00
SF/DY, 0.68 DY)
229.00 SF
32.71
0.14
$16.24
$3,718.03
Subgrade Preparation (229.00 SY/DY, 1.00 DY)
229.00 SY
48.00
0.21
$18.72
$4,286.24
Material Per Bid Item
1.00 LS
$500.00
$500.00
Aggregate - ABC MAG Spec
13.20 TON
$22.00
$290.40
Ready Mix Concrete - MAG A 3000
8.40 CY
$175.50
$1,474.20
Trucking (2.00 DY, 1.12 Trucks, 45.56 SF/HR)
729.00 SF
$3.33
$2,425.23
Dump Fee - Concrete
5.00 LOAD
$100.00
$500.00
Chandler Blvd
265.00 SF
167.05
0.63
$58.09
$15,393.69
CP-Concrete Valley Gutter Crew (163.57 SF/DY,
1.62 DY)
265.00 SF
90.73
0.34
$23.16
$6,137.98
CP-Concrete Demo Valley Gutter Crew (500.00
SF/DY, 0.53 DY)
265.00 SF
25.44
0.10
$10.91
$2,891.30
Subgrade Preparation (250.00 SY/DY, 1.06 DY)
265.00 SY
50.88
0.19
$17.14
$4,543.41
Material Per Bid Item
1.00 LS
$250.00
$250.00
Aggregate - ABC MAG Spec
4.40 TON
$22.00
$96.80
Ready Mix Concrete - MAG A 3000
8.40 CY
$175.50
$1,474.20
CP-Sawcutting Small Crew (642.67 LF/DY, 1.13 DY)
729.00 LF
27.22
0.04
$2.93
$2,134.91
Eco Pan
1.00 LOAD
$350.00
$350.00
753.00 LF
204.28
0.27
$36.85
$27,745.72
15 - Abandon In Place 12-inch ACP Watermain
W/Grout MAG Std Spec 350
Chandler Dobson Intersection Sta 100+00 To
102+00
325.00 LF
80.00
0.25
$32.56
$10,580.80
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
WL-Abandonment Crew (162.50 LF/DY, 2.00 DY)
325.00 LF
64.00
0.20
$16.58
$5,388.32
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
10.50 TON
$196.00
$2,058.00
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Chandler Blvd Sta 28+00 To Sta 33+00
240.00 LF
63.26
0.26
$35.64
$8,554.15
Chandler Dobson Intersection Sta 100+00 To
102+00
240.00 LF
63.26
0.26
$35.64
$8,554.15
WL-Abandonment Crew (162.50 LF/DY, 1.48
DY)
240.00 LF
47.26
0.20
$16.58
$3,979.07
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
7.35 TON
$196.00
$1,440.60
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grout Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Chandler BLVD Sta 42+50 To Sta 47+50
8.00 LF
9.58
1.20
$219.46
$1,755.68
WL-Abandonment Crew (162.50 LF/DY, 0.05 DY)
8.00 LF
1.58
0.20
$16.58
$132.64
Chandler Dobson Water Install Project
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Page 3 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Miscellaneous-Materials
1.00 LS
$100.00
$100.00
Grout - Mix
1.05 TON
$196.00
$205.80
Grout Pump
1.00 EACH
$800.00
$800.00
Grout Crew
1.00 EACH
8.00
8.00
$517.24
$517.24
Grouting Crew
1.00 EACH
8.00
8.00
$517.24
$517.24
Chandler Blvd And Arrowhead Dr
180.00 LF
51.45
0.29
$38.08
$6,855.10
WL-Abandonment Crew (162.50 LF/DY, 1.11 DY)
180.00 LF
35.45
0.20
$16.58
$2,984.30
Miscellaneous-Materials
0.25 LS
$500.00
$125.00
Grout - Mix
5.67 TON
$196.00
$1,111.32
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
4,205.00 LF
962.49
0.23
$29.69
$124,830.86
16 - Abandon In Place 12-Inch CIP Watermain
W/Grout MAG Std Spec 350
Chandler Blvd Sta 28+00 To Sta 33+00
283.00 LF
71.73
0.25
$33.64
$9,520.20
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
WL-Abandonment Crew (162.50 LF/DY, 1.74 DY)
283.00 LF
55.73
0.20
$16.58
$4,691.98
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
8.64 TON
$196.00
$1,693.73
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Chandler Blvd Sta 33+00 To Sta 38+00
481.00 LF
110.72
0.23
$29.09
$13,990.39
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
14.70 TON
$196.00
$2,881.20
WL-Abandonment Crew (162.50 LF/DY, 2.96 DY)
481.00 LF
94.72
0.20
$16.58
$7,974.71
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Chandler Blvd Sta 38+00 To Sta 42+50
450.00 LF
104.62
0.23
$29.49
$13,270.63
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
13.65 TON
$196.00
$2,675.40
WL-Abandonment Crew (162.50 LF/DY, 2.77 DY)
450.00 LF
88.62
0.20
$16.58
$7,460.75
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Chandler Blvd Sta 42+50 To Sta 47+50
500.00 LF
114.46
0.23
$29.02
$14,511.20
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
15.75 TON
$196.00
$3,087.00
WL-Abandonment Crew (162.50 LF/DY, 3.08 DY)
500.00 LF
98.46
0.20
$16.58
$8,289.72
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Chandler Blvd Sta 47+50 To Sta 52+50
500.00 LF
114.46
0.23
$29.43
$14,717.00
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
16.80 TON
$196.00
$3,292.80
WL-Abandonment Crew (162.50 LF/DY, 3.08 DY)
500.00 LF
98.46
0.20
$16.58
$8,289.72
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Chandler Blvd Sta 52+50 To Sta 57+50
340.00 LF
82.95
0.24
$31.85
$10,829.49
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
10.50 TON
$196.00
$2,058.00
WL-Abandonment Crew (162.50 LF/DY, 2.09 DY)
340.00 LF
66.95
0.20
$16.58
$5,637.01
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 4 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Chandler Blvd Sta 57+50 To Sta 61+50
371.00 LF
63.49
0.17
$25.33
$9,396.41
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
11.55 TON
$196.00
$2,263.80
WL-Abandonment Crew (250.00 LF/DY, 1.48 DY)
371.00 LF
47.49
0.13
$10.78
$3,998.13
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Chandler Blvd Sta 61+50 To Sta 66+50
500.00 LF
114.46
0.23
$29.32
$14,661.20
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
15.75 TON
$196.00
$3,087.00
Subcontracted-Concrete Pump Truck
1.00 DY
$1,750.00
$1,750.00
WL-Abandonment Crew (162.50 LF/DY, 3.08 DY)
500.00 LF
98.46
0.20
$16.58
$8,289.72
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Chandler Blvd Sta 66+50 To Sta 71+00
450.00 LF
104.62
0.23
$29.49
$13,270.63
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
13.65 TON
$196.00
$2,675.40
WL-Abandonment Crew (162.50 LF/DY, 2.77 DY)
450.00 LF
88.62
0.20
$16.58
$7,460.75
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
Chandler Blvd Sta 71+00 To Sta 76+00
330.00 LF
80.98
0.25
$32.31
$10,663.70
Miscellaneous-Materials
1.00 LS
$500.00
$500.00
Grout - Mix
10.50 TON
$196.00
$2,058.00
WL-Abandonment Crew (162.50 LF/DY, 2.03 DY)
330.00 LF
64.98
0.20
$16.58
$5,471.22
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
16.00
16.00
$1,034.48
$1,034.48
94.00 LF
29.00
0.31
$58.18
$5,469.32
17 - Abandon In Place 8-inch ACP Watermain
W/Grout MAG Std Spec 350
Chandler Blvd Sta 28+00 To Sta 33+00
40.00 LF
15.88
0.40
$77.74
$3,109.42
WL-Abandonment Crew (162.50 LF/DY, 0.25 DY)
40.00 LF
7.88
0.20
$16.58
$663.18
Miscellaneous-Materials
1.00 LS
$100.00
$100.00
Grout - Mix
5.25 TON
$196.00
$1,029.00
Grout Pump
1.00 EACH
$800.00
$800.00
Grouting Crew
1.00 EACH
8.00
8.00
$517.24
$517.24
Chandler Blvd W2
20.00 LF
11.94
0.60
$97.73
$1,954.63
WL-Abandonment Crew (162.50 LF/DY, 0.12 DY)
20.00 LF
3.94
0.20
$16.58
$331.59
Miscellaneous-Materials
1.00 LS
$100.00
$100.00
Grout - Mix
1.05 TON
$196.00
$205.80
Grout Pump
1.00 EACH
$800.00
$800.00
Grouting Crew
1.00 EACH
8.00
8.00
$517.24
$517.24
Chandler Blvd W5
6.00 LF
1.18
0.20
$67.55
$405.28
WL-Abandonment Crew (162.50 LF/DY, 0.04 DY)
6.00 LF
1.18
0.20
$16.58
$99.48
Miscellaneous-Materials
1.00 LS
$100.00
$100.00
Grout - Mix
1.05 TON
$196.00
$205.80
43.00 LF
16.47
0.38
$73.47
$3,159.16
18 - Abandon In Place 8-inch CIP Watermain
W/Grout MAG Std Spec 350
Chandler Blvd W19 & W20
43.00 LF
16.47
0.38
$73.47
$3,159.16
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 5 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
WL-Abandonment Crew (162.50 LF/DY, 0.26 DY)
43.00 LF
8.47
0.20
$16.58
$712.92
Miscellaneous-Materials
1.00 LS
$100.00
$100.00
Grout - Mix
5.25 TON
$196.00
$1,029.00
Grout Pump
1.00 EACH
$800.00
$800.00
Grouting Crew
1.00 EACH
8.00
8.00
$517.24
$517.24
126.00 LF
44.16
0.35
$58.46
$7,366.44
19 - Abandon In Place 6-Inch ACP Watermain
W/Grout MAG Std Spec 350
Chandler Blvd Sta 47.50 To Sta 52+50
35.00 LF
13.60
0.39
$82.70
$2,894.52
WL-Abandonment Crew (200.00 LF/DY, 0.18 DY)
35.00 LF
5.60
0.16
$13.47
$471.48
Miscellaneous-Materials
1.00 LS
$100.00
$100.00
Grout - Mix
1.05 TON
$196.00
$205.80
Grout Pump
1.00 EACH
$1,600.00
$1,600.00
Grouting Crew
1.00 EACH
8.00
8.00
$517.24
$517.24
Chandler Blvd Sta 66+50 To Sta 71+00
30.00 LF
12.80
0.43
$67.57
$2,027.16
WL-Abandonment Crew (200.00 LF/DY, 0.15 DY)
30.00 LF
4.80
0.16
$13.47
$404.12
Miscellaneous-Materials
1.00 LS
$100.00
$100.00
Grout - Mix
1.05 TON
$196.00
$205.80
Grout Pump
1.00 EACH
$800.00
$800.00
Grouting Crew
1.00 EACH
8.00
8.00
$517.24
$517.24
Chandler Blvd Sta 71+00 To Sta 76+00
61.00 LF
17.76
0.29
$40.08
$2,444.76
WL-Abandonment Crew (200.00 LF/DY, 0.31 DY)
61.00 LF
9.76
0.16
$13.47
$821.72
Miscellaneous-Materials
1.00 LS
$100.00
$100.00
Grout - Mix
1.05 TON
$196.00
$205.80
Grout Pump
1.00 EACH
$800.00
$800.00
Grouting Crew
1.00 EACH
8.00
8.00
$517.24
$517.24
11.00 EACH
88.00
8.00
$901.95
$9,921.48
20 - Abandon 12-Inch Gate Valve In Closed
Position MAG Std Det 350
Chandler Blvd Sta 42+50 To Sta 47+50
3.00 EACH
24.00
8.00
$851.04
$2,553.13
Ready Mix - Slurry ABC Slurry 1/2 Sack
3.15 YARD
$122.00
$384.30
SL-Plug Valve 12in Appurtenance Crew (5.00
EACH/DY, 0.60 DY)
3.00 EACH
24.00
8.00
$722.94
$2,168.83
Chandler Blvd Sta 52+50 To Sta 57+50
2.00 EACH
16.00
8.00
$851.04
$1,702.09
Ready Mix - Slurry ABC Slurry 1/2 Sack
2.10 YARD
$122.00
$256.20
SL-Plug Valve 12in Appurtenance Crew (5.00
EACH/DY, 0.40 DY)
2.00 EACH
16.00
8.00
$722.94
$1,445.89
Chandler Blvd Sta 66+50 To Sta 71+00
4.00 EACH
32.00
8.00
$851.04
$3,404.18
SL-Plug Valve 12in Appurtenance Crew (5.00
EACH/DY, 0.80 DY)
4.00 EACH
32.00
8.00
$722.94
$2,891.78
Ready Mix - Slurry ABC Slurry 1/2 Sack
4.20 YARD
$122.00
$512.40
Chandler Blvd Sta 71+00 To Sta 76+00
1.00 EACH
8.00
8.00
$851.04
$851.04
SL-Plug Valve 12in Appurtenance Crew (5.00
EACH/DY, 0.20 DY)
1.00 EACH
8.00
8.00
$722.94
$722.94
Ready Mix - Slurry ABC Slurry 1/2 Sack
1.05 YARD
$122.00
$128.10
Chandler Blvd Sta 28+00 To Sta 33+00
1.00 EACH
8.00
8.00
$851.04
$851.04
SL-Plug Valve 12in Appurtenance Crew (5.00
EACH/DY, 0.20 DY)
1.00 EACH
8.00
8.00
$722.94
$722.94
Ready Mix - Slurry ABC Slurry 1/2 Sack
1.05 YARD
$122.00
$128.10
Concrete - Short Load Fee
2.80 EACH
$200.00
$560.00
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 6 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
8.00 EACH
64.00
8.00
$906.04
$7,248.35
21 - Abandon 8-Inch Gate Valve In Closed
Position Standard Detail 350
Chandler Blvd Sta 28+00 To Sta 33+00
1.00 EACH
8.00
8.00
$722.94
$722.94
WL-Abandon Crew (5.00 EACH/DY, 0.20 DY)
1.00 EACH
8.00
8.00
$722.94
$722.94
Chandler Blvd Sta 38+00 To Sta 42+50
2.00 EACH
16.00
8.00
$722.94
$1,445.89
WL-Abandon Crew (5.00 EACH/DY, 0.40 DY)
2.00 EACH
16.00
8.00
$722.94
$1,445.89
Chandler Bulv Sta 42+50 To Sta 47+50
2.00 EACH
16.00
8.00
$722.94
$1,445.89
WL-Abandon Crew (5.00 EACH/DY, 0.40 DY)
2.00 EACH
16.00
8.00
$722.94
$1,445.89
Chandler Blvd Sta 52+50 To Sta 57+50
3.00 EACH
24.00
8.00
$722.94
$2,168.83
WL-Abandon Crew (5.00 EACH/DY, 0.60 DY)
3.00 EACH
24.00
8.00
$722.94
$2,168.83
Ready Mix - Slurry ABC Slurry 1/2 Sack
8.40 YARD
$122.00
$1,024.80
Concrete - Short Load Fee
2.20 EACH
$200.00
$440.00
14.00 EACH
112.00
8.00
$882.47
$12,354.62
22 - Abandon 6-inch Gate Valve In Closed
Position MAG Standard Detail 350
Chandler Blvd Sta 33+00 To Sta 38+00
1.00 EACH
8.00
8.00
$722.94
$722.94
WL-Abandon Crew (5.00 EACH/DY, 0.20 DY)
1.00 EACH
8.00
8.00
$722.94
$722.94
Chandler Blvd Sta 47+50 To Sta 52+50
3.00 EACH
24.00
8.00
$722.94
$2,168.83
WL-Abandon Crew (5.00 EACH/DY, 0.60 DY)
3.00 EACH
24.00
8.00
$722.94
$2,168.83
Chandler Blvd Sta 52+50 To Sta 57+50
3.00 EACH
24.00
8.00
$722.94
$2,168.83
WL-Abandon Crew (5.00 EACH/DY, 0.60 DY)
3.00 EACH
24.00
8.00
$722.94
$2,168.83
Chandler Blvd Sta 57+50 To Sta 61+50
1.00 EACH
8.00
8.00
$722.94
$722.94
WL-Abandon Crew (5.00 EACH/DY, 0.20 DY)
1.00 EACH
8.00
8.00
$722.94
$722.94
Chandler Blvd Sta 66+50 To Sta 71+00
2.00 EACH
16.00
8.00
$722.94
$1,445.89
WL-Abandon Crew (5.00 EACH/DY, 0.40 DY)
2.00 EACH
16.00
8.00
$722.94
$1,445.89
Chandler Blvd Sta 71+00 To Sta 76+00
3.00 EACH
24.00
8.00
$722.94
$2,168.83
WL-Abandon Crew (5.00 EACH/DY, 0.60 DY)
3.00 EACH
24.00
8.00
$722.94
$2,168.83
Chandler Blvd Sta 33+00 To Sta 38+00
1.00 EACH
8.00
8.00
$722.94
$722.94
WL-Abandon Crew (5.00 EACH/DY, 0.20 DY)
1.00 EACH
8.00
8.00
$722.94
$722.94
Ready Mix - Slurry ABC Slurry 1/2 Sack
14.70 YARD
$122.00
$1,793.40
Concrete - Short Load Fee
2.20 EACH
$200.00
$440.00
190.00 LF
22.40
0.12
$11.69
$2,220.52
23 - Abandon In Place Water Service Line
Chandler Blvd Sta 33+00 To Sta 38+00
104.00 LF
11.89
0.11
$11.29
$1,173.79
WL-Service Repair Appurtenance Crew (350.00
LF/DY, 0.30 DY)
104.00 LF
11.89
0.11
$10.59
$1,101.19
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Chandler Blvd Sta 47+50 To Sta 52+50
43.00 LF
4.91
0.11
$11.71
$503.70
WL-Service Repair Appurtenance Crew (350.00
LF/DY, 0.12 DY)
43.00 LF
4.91
0.11
$10.59
$455.30
Aggregate - ABC MAG Spec
2.20 TON
$22.00
$48.40
Chandler Blvd Sta 38+00 To Sta 42+50
49.00 LF
5.60
0.11
$11.08
$543.03
WL-Service Repair Appurtenance Crew (350.00
LF/DY, 0.14 DY)
49.00 LF
5.60
0.11
$10.59
$518.83
Aggregate - ABC MAG Spec
1.10 TON
$22.00
$24.20
17.00 EACH
136.00
8.00
$920.04
$15,640.75
24 - Remove Existing Water Meter & Salvage
Meter To City
Chandler Blvd Sta 33+00 To Sta 38+00
3.00 EACH
24.00
8.00
$785.04
$2,355.13
WL-Water Service Box & Cover Crew (5.00
EACH/DY, 0.60 DY)
3.00 EACH
24.00
8.00
$722.94
$2,168.83
Material Per Bid Item
1.00 LS
$150.00
$150.00
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 7 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Aggregate - ABC MAG Spec
1.65 TON
$22.00
$36.30
Chandler Blvd Sta 38+00 To Sta 42+50
2.00 EACH
16.00
8.00
$785.04
$1,570.09
WL-Water Service Box & Cover Crew (5.00
EACH/DY, 0.40 DY)
2.00 EACH
16.00
8.00
$722.94
$1,445.89
Material Per Bid Item
1.00 LS
$100.00
$100.00
Aggregate - ABC MAG Spec
1.10 TON
$22.00
$24.20
Chandler Blvd Sta 47+50 To Sta 52+50
3.00 EACH
24.00
8.00
$785.04
$2,355.13
WL-Water Service Box & Cover Crew (5.00
EACH/DY, 0.60 DY)
3.00 EACH
24.00
8.00
$722.94
$2,168.83
Material Per Bid Item
1.00 LS
$150.00
$150.00
Aggregate - ABC MAG Spec
1.65 TON
$22.00
$36.30
Chandler Blvd Sta 57+50 To Sta 61+50
3.00 EACH
24.00
8.00
$785.04
$2,355.13
WL-Water Service Box & Cover Crew (5.00
EACH/DY, 0.60 DY)
3.00 EACH
24.00
8.00
$722.94
$2,168.83
Material Per Bid Item
1.00 LS
$150.00
$150.00
Aggregate - ABC MAG Spec
1.65 TON
$22.00
$36.30
Chandler Blvd Sta 61+50 To Sta 66+50
3.00 EACH
24.00
8.00
$785.04
$2,355.13
WL-Water Service Box & Cover Crew (5.00
EACH/DY, 0.60 DY)
3.00 EACH
24.00
8.00
$722.94
$2,168.83
Material Per Bid Item
1.00 LS
$150.00
$150.00
Aggregate - ABC MAG Spec
1.65 TON
$22.00
$36.30
Chandler Blvd Sta 66+50 To Sta71+00
1.00 EACH
8.00
8.00
$785.04
$785.04
WL-Water Service Box & Cover Crew (5.00
EACH/DY, 0.20 DY)
1.00 EACH
8.00
8.00
$722.94
$722.94
Material Per Bid Item
1.00 LS
$50.00
$50.00
Aggregate - ABC MAG Spec
0.55 TON
$22.00
$12.10
Chandler Blvd Sta 28+00 To Sta 33+00
1.00 EACH
8.00
8.00
$785.04
$785.04
WL-Water Service Box & Cover Crew (5.00
EACH/DY, 0.20 DY)
1.00 EACH
8.00
8.00
$722.94
$722.94
Material Per Bid Item
1.00 LS
$50.00
$50.00
Aggregate - ABC MAG Spec
0.55 TON
$22.00
$12.10
Chandler Blvd Sta 57+50 To Sta 62+00
1.00 EACH
8.00
8.00
$785.04
$785.04
WL-Water Service Box & Cover Crew (5.00
EACH/DY, 0.20 DY)
1.00 EACH
8.00
8.00
$722.94
$722.94
Material Per Bid Item
1.00 LS
$50.00
$50.00
Aggregate - ABC MAG Spec
0.55 TON
$22.00
$12.10
Trucking (1.00 DY, 2.13 Trucks, 2.13 EACH/HR)
17.00 EACH
$135.00
$2,295.00
11.00 EACH
146.67
13.33
$1,542.51
$16,967.57
25 - Remove Existing Hydrant Assembly
Chandler Blvd Sta 33+00 To Sta 38+00
1.00 EACH
13.33
13.33
$1,402.51
$1,402.51
WL-Fire Hydrant Relocate Appurtenance Crew
(3.00 EACH/DY, 0.33 DY)
1.00 EACH
13.33
13.33
$1,204.91
$1,204.91
Material Per Bid Item
1.00 LS
$125.00
$125.00
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Chandler Blvd Sta 47+50 To Sta 52+50
2.00 EACH
26.67
13.33
$1,527.51
$3,055.01
WL-Fire Hydrant Relocate Appurtenance Crew
(3.00 EACH/DY, 0.67 DY)
2.00 EACH
26.67
13.33
$1,204.91
$2,409.81
Material Per Bid Item
2.00 LS
$250.00
$500.00
Aggregate - ABC MAG Spec
6.60 TON
$22.00
$145.20
Chandler Blvd Sts 52+50 To Sta 57+50
2.00 EACH
26.67
13.33
$1,527.51
$3,055.01
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 8 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
WL-Fire Hydrant Relocate Appurtenance Crew
(3.00 EACH/DY, 0.67 DY)
2.00 EACH
26.67
13.33
$1,204.91
$2,409.81
Material Per Bid Item
2.00 LS
$250.00
$500.00
Aggregate - ABC MAG Spec
6.60 TON
$22.00
$145.20
Chandler Blvd Sta 57+50 To Sta 61+50
1.00 EACH
13.33
13.33
$1,402.51
$1,402.51
WL-Fire Hydrant Relocate Appurtenance Crew
(3.00 EACH/DY, 0.33 DY)
1.00 EACH
13.33
13.33
$1,204.91
$1,204.91
Material Per Bid Item
1.00 LS
$125.00
$125.00
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Chandler Blvd Sta 66+50 To Sta 71+00
1.00 EACH
13.33
13.33
$1,652.51
$1,652.51
WL-Fire Hydrant Relocate Appurtenance Crew
(3.00 EACH/DY, 0.33 DY)
1.00 EACH
13.33
13.33
$1,204.91
$1,204.91
Material Per Bid Item
1.00 LS
$125.00
$125.00
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Chandler Blvd Sta 71+ 00 To Sta 76+00
2.00 EACH
26.67
13.33
$1,527.51
$3,055.01
WL-Fire Hydrant Relocate Appurtenance Crew
(3.00 EACH/DY, 0.67 DY)
2.00 EACH
26.67
13.33
$1,204.91
$2,409.81
Material Per Bid Item
2.00 LS
$250.00
$500.00
Aggregate - ABC MAG Spec
6.60 TON
$22.00
$145.20
Chandler Sta 33+00 To Sta 38+00
1.00 EACH
13.33
13.33
$1,402.51
$1,402.51
WL-Fire Hydrant Relocate Appurtenance Crew
(3.00 EACH/DY, 0.33 DY)
1.00 EACH
13.33
13.33
$1,204.91
$1,204.91
Material Per Bid Item
1.00 LS
$125.00
$125.00
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Chandler Blvd Sta 57+50 To Sta 62+00
1.00 EACH
13.33
13.33
$1,402.51
$1,402.51
WL-Fire Hydrant Relocate Appurtenance Crew
(3.00 EACH/DY, 0.33 DY)
1.00 EACH
13.33
13.33
$1,204.91
$1,204.91
Material Per Bid Item
1.00 LS
$125.00
$125.00
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Trucking (1.00 DY, 0.50 Trucks, 0.25 EACH/HR)
2.00 EACH
$270.00
$540.00
127.00 LF
81.28
0.64
$74.53
$9,465.41
26 - Remove 12-inch CIP
Remove And Replace 12-Inch CIP
127.00 LF
81.28
0.64
$72.17
$9,165.41
WL- Waterline Crew (100.00 LF/DY, 1.27 DY)
127.00 LF
81.28
0.64
$66.66
$8,465.41
Metal Dump Fee
1.00 LS
$300.00
$300.00
91.00 LF
58.24
0.64
$88.41
$8,044.99
27 - Remove 12-inch ACP
Remove And Replace 12-Inch ACP
91.00 LF
58.24
0.64
$71.92
$6,544.99
WL- Waterline Crew (100.00 LF/DY, 0.91 DY)
91.00 LF
58.24
0.64
$68.08
$6,194.99
Subcontracted-40 Yard Roll Off
1.00 TRIP
$1,000.00
$1,000.00
Subcontracted-Asbestos Dump Fee
1.00 TRIP
$500.00
$500.00
6.00 EACH
168.00
28.00
$3,515.33
$21,091.98
28 - Cut & Plug 6-inch Watermain
Chandler Blvd Sta 47+50 To Sta 52+50
3.00 EACH
84.00
28.00
$2,793.56
$8,380.68
WL- Waterline Crew (2.00 EACH/DY, 1.50 DY)
3.00 EACH
84.00
28.00
$2,769.36
$8,308.08
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Chandler Blvd Sta 66+50 To St 76+00
3.00 EACH
84.00
28.00
$2,793.56
$8,380.68
WL- Waterline Crew (2.00 EACH/DY, 1.50 DY)
3.00 EACH
84.00
28.00
$2,769.36
$8,308.08
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Material Per Bid Item Caps, Piping, DIP And Long
Body
6.00 LS
$495.15
$2,970.90
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 9 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Ready Mix Concrete
31.50 BAG
$7.68
$241.92
Trucking (3.50 DY, 0.30 Trucks, 0.21 EACH/HR)
6.00 EACH
$186.30
$1,117.80
5.00 EACH
140.00
28.00
$3,528.18
$17,640.90
29 - Cut & Plug 8-inch Watermain
Chandler Blvd Sta 38+00 To Sta 42+50
1.00 EACH
28.00
28.00
$2,793.56
$2,793.56
Aggregate - ABC MAG Spec
1.10 TON
$22.00
$24.20
WL- Waterline Crew (2.00 EACH/DY, 0.50 DY)
1.00 EACH
28.00
28.00
$2,769.36
$2,769.36
Chandler Blvd Sta 42+50 To Sta 47+50
2.00 EACH
56.00
28.00
$2,793.56
$5,587.12
Aggregate - ABC MAG Spec
2.20 TON
$22.00
$48.40
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY)
2.00 EACH
56.00
28.00
$2,769.36
$5,538.72
Chandler Blvd Sta 71+00 To Sta 76+00
2.00 EACH
56.00
28.00
$2,793.56
$5,587.12
Aggregate - ABC MAG Spec
2.20 TON
$22.00
$48.40
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY)
2.00 EACH
56.00
28.00
$2,769.36
$5,538.72
Material Per Bid Item Caps, Piping, DIP And Long
Body
5.00 LS
$433.00
$2,165.00
Ready Mix Concrete
26.25 BAG
$7.68
$201.60
Dump Fee - Dirt
5.00 LOAD
$75.00
$375.00
Trucking (4.00 DY, 0.22 Trucks, 0.16 EACH/HR)
5.00 EACH
$186.30
$931.50
11.00 EACH
352.00
32.00
$5,615.10
$61,766.11
30 - Cut & Plug 12-inch Watermain
Chandler Blvd Sta 28+00 To Sta 33+00
2.00 EACH
64.00
32.00
$3,429.69
$6,859.38
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY)
2.00 EACH
64.00
32.00
$3,405.49
$6,810.98
Aggregate - ABC MAG Spec
2.20 TON
$22.00
$48.40
Chandler Blvd Sta 42+50 To Sta 47+50
2.00 EACH
64.00
32.00
$3,429.69
$6,859.38
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY)
2.00 EACH
64.00
32.00
$3,405.49
$6,810.98
Aggregate - ABC MAG Spec
2.20 TON
$22.00
$48.40
Chandler Blvd Sta 52+50 To Sta 57+50
2.00 EACH
64.00
32.00
$3,429.69
$6,859.38
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY)
2.00 EACH
64.00
32.00
$3,405.49
$6,810.98
Aggregate - ABC MAG Spec
2.20 TON
$22.00
$48.40
Chandler Blvd Sta 57+50 To Sta 61+50
2.00 EACH
64.00
32.00
$3,429.69
$6,859.38
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY)
2.00 EACH
64.00
32.00
$3,405.49
$6,810.98
Aggregate - ABC MAG Spec
2.20 TON
$22.00
$48.40
Chandler Blvd Sta 28+00 To Sta 33+00
2.00 EACH
64.00
32.00
$3,429.69
$6,859.38
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY)
2.00 EACH
64.00
32.00
$3,405.49
$6,810.98
Aggregate - ABC MAG Spec
2.20 TON
$22.00
$48.40
Chandler Blvd Sta 57+50 To Sta 62+00
1.00 EACH
32.00
32.00
$3,417.59
$3,417.59
WL- Waterline Crew (2.00 EACH/DY, 0.50 DY)
1.00 EACH
32.00
32.00
$3,405.49
$3,405.49
Aggregate - ABC MAG Spec
0.55 TON
$22.00
$12.10
Material Per Bid Item Caps, Piping, DIP And Long
Body
12.00 LS
$1,555.50
$18,666.00
Trucking (1.00 DY, 3.80 Trucks, 1.38 EACH/HR)
11.00 EACH
$372.60
$4,098.60
Dump Fee - Dirt
11.00 LOAD
$75.00
$825.00
Ready Mix Concrete
57.75 BAG
$8.00
$462.00
3.00 EACH
30.00
10.00
$1,952.48
$5,857.44
31 - Remove 12-inch Gate Valve Backfill With
1/2 Sack CLSM
Chandler Blvd Sta 28+00 To Sta 33+00
3.00 EACH
30.00
10.00
$1,952.48
$5,857.44
WL-Water Service Box & Cover Crew (4.00
EACH/DY, 0.75 DY)
3.00 EACH
30.00
10.00
$961.98
$2,885.94
Material Per Bid Item
3.00 LS
$350.00
$1,050.00
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 10 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Ready Mix - Slurry ABC Slurry 1/2 Sack
15.75 YARD
$122.00
$1,921.50
7.00 EACH
70.00
10.00
$1,211.98
$8,483.86
32 - Remove 12-Inch Gate Valve And Cover
WL-Water Service Box & Cover Crew (4.00
EACH/DY, 1.75 DY)
7.00 EACH
70.00
10.00
$961.98
$6,733.86
Material Per Bid Item
5.00 LS
$350.00
$1,750.00
1.00 EACH
10.00
10.00
$1,774.68
$1,774.68
34 - Remove 6-inch Gate Valve Backfill With 1/2
Sack CLSM
Chandler Blvd Sta 28+00 To Sta 33+00
1.00 EACH
10.00
10.00
$1,774.68
$1,774.68
WL-Water Service Box & Cover Crew (4.00
EACH/DY, 0.25 DY)
1.00 EACH
10.00
10.00
$939.18
$939.18
Material Per Bid Item
1.00 LS
$195.00
$195.00
Ready Mix - Slurry ABC Slurry 1/2 Sack
5.25 YARD
$122.00
$640.50
5.00 LF
20.00
4.00
$482.39
$2,411.94
35 - Remove 24-inch SRP Irrigation Pipe
Waterline Intersection
5.00 LF
20.00
4.00
$482.39
$2,411.94
Water Main Installation
5.00 LF
20.00
4.00
$482.39
$2,411.94
WL- Waterline Crew (20.00 LF/DY, 0.25 DY)
5.00 LF
20.00
4.00
$482.39
$2,411.94
2.00 EACH
16.00
8.00
$1,109.34
$2,218.68
36 - Cut & Plug 24-inch Irrigation Pipe
Water Main Installation
2.00 EACH
16.00
8.00
$859.34
$1,718.68
WL- Waterline Crew (4.00 EACH/DY, 0.50 DY)
2.00 EACH
16.00
8.00
$859.34
$1,718.68
Miscellaneous Pipe Plug Materials
1.00 LS
$500.00
$500.00
879.00 LF
3,969.68
4.52
$870.00
$764,728.81
37 - 12-Inch Intersection Waterline Work
Waterline Intersection
879.00 LF
3,729.68
4.24
$838.31
$736,877.45
Vertical Realignments
4.00 EACH
864.00
216.00
$27,130.56
$108,522.24
Vertical Realignment (0.38 EACH/DY, 8.00 DY)
3.00 EACH
576.00
192.00
$23,843.41
$71,530.24
NW Corner Vertical Realignment (0.25
EACH/DY, 4.00 DY)
1.00 EACH
288.00
288.00
$36,992.00
$36,992.00
Water Main Installation
879.00 LF
2,705.68
3.08
$463.05
$407,025.06
WL- Waterline Crew (38.12 LF/DY, 17.00 DY)
648.00 LF
1,224.00
1.89
$238.58
$154,601.76
NW Corner Installation (38.00 LF/DY, 6.08 DY)
231.00 LF
437.68
1.89
$243.37
$56,218.11
Ready Mix - Slurry ABC Slurry 1/2 Sack
506.10 YARD
$122.00
$61,744.20
Material Handling (Pipe, AB, Haul Off) (21.44
LF/DY, 41.00 DY)
879.00 LF
492.00
0.56
$77.61
$68,217.44
Utlity Conflicts
36.00 EACH
480.00
13.33
$1,649.56
$59,384.16
Existing Utility Conflicts (6.00 EACH/DY, 6.00
DY)
36.00 EACH
480.00
13.33
$1,649.56
$59,384.16
WL-Gate Valve 12in Appurtenance Crew (4.00
EACH/DY, 0.50 DY)
2.00 EACH
36.00
18.00
$2,111.20
$4,222.39
Valve Adjustments (4.00 EACH/DY, 1.50 DY)
6.00 EACH
36.00
6.00
$439.50
$2,637.00
Soft Dig Support
879.00 LF
160.00
0.18
$25.28
$22,220.80
GC-Combo Hydro Truck Crew (87.90 LF/DY,
10.00 DY)
879.00 LF
160.00
0.18
$25.28
$22,220.80
Material Per Bid Item Pipe And Fittings
1.00 LS
$136,401.85
$136,401.85
Trucking (5.50 DY, 9.99 Trucks, 19.98 LF/HR)
879.00 LF
$67.50
$59,332.50
Dump Fee - Dirt
45.00 LOAD
$75.00
$3,375.00
GC-Chlorine & Pressure Test
6.00 DY
240.00
40.00
$4,641.89
$27,851.36
GC-Chlorine & Pressure Test Crew (1.00 DY/DY,
6.00 DY)
6.00 DY
240.00
40.00
$4,058.56
$24,351.36
Subcontracted-Chlorine & Pressure Test
1.00 LS
$3,500.00
$3,500.00
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 11 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
7,375.00 LF
0.00
0.00
$74.39
$548,596.40
38 - 12-Inch Class 350 DIP Watermain
W/Polywrap, Valves, Fittings, Vertical/Horizontal
Alignment's, & Gate Valves Misc.
Material Per Bid Item
1.00 LS
$527,966.28
$527,966.28
Vertical Realignment
1.00 LS
$20,630.12
$20,630.12
236.00 LF
551.43
2.34
$540.32
$127,516.66
39 - 8-inch Class 350 DIP Watermain With
Polywrap, Fittings, And Valves
WL- Waterline Crew (49.78 LF/DY, 4.74 DY)
236.00 LF
303.43
1.29
$156.17
$36,856.33
WL-Gate Valve 8in Appurtenance Crew (4.00
EACH/DY, 1.00 DY)
4.00 EACH
64.00
16.00
$1,943.46
$7,773.84
Vertical Realignment (1.00 EACH/DY, 2.50 DY)
2.50 EACH
160.00
64.00
$7,773.84
$19,434.60
Material Per Bid Item
1.00 LS
$39,453.00
$39,453.00
Aggregate - ABC MAG Spec
180.40 TON
$22.00
$3,968.80
Ready Mix - Slurry ABC Slurry 1/2 Sack
7.88 YARD
$122.00
$960.75
Cement - Concrete Mix 60#
8.00 BAG
$8.00
$64.00
Vertical Realignment
1.00 LS
$7,825.28
$7,825.28
Trucking (5.00 DY, 0.63 Trucks, 5.90 LF/HR)
236.00 LF
$14.33
$3,382.06
Dump Fee - Dirt
10.00 LOAD
$75.00
$750.00
RH-Manhole Adjust Crew (4.00 EACH/DY, 1.00 DY)
4.00 EACH
24.00
6.00
$439.50
$1,758.00
321.00 LF
1,121.40
3.49
$642.95
$206,387.22
40 - 6-Inch Class 350 DIP Watermain
W/Polywrap, Fittings, And Valves
WL- Waterline Crew (36.25 LF/DY, 8.86 DY)
321.00 LF
566.73
1.77
$210.63
$67,613.14
WL-Gate Valve 6in Appurtenance Crew (6.00
EACH/DY, 2.67 DY)
16.00 EACH
170.67
10.67
$1,275.92
$20,414.72
Vertical Realignment (1.00 EACH/DY, 4.50 DY)
4.50 EACH
288.00
64.00
$7,455.44
$33,549.48
Material Per Bid Item
1.00 LS
$56,958.31
$56,958.31
Aggregate - ABC MAG Spec
227.70 TON
$22.00
$5,009.40
Ready Mix - Slurry ABC Slurry 1/2 Sack
18.90 YARD
$122.00
$2,305.80
Cement - Concrete Mix 60#
35.00 BAG
$8.00
$280.00
Trucking (4.00 DY, 1.06 Trucks, 10.03 LF/HR)
321.00 LF
$14.33
$4,600.18
Dump Fee - Dirt
4.00 LOAD
$75.00
$300.00
Vertical Realignment
1.00 LS
$4,364.20
$4,364.20
RH-Manhole Adjust Crew (4.00 EACH/DY, 4.00 DY)
16.00 EACH
96.00
6.00
$439.50
$7,032.00
44.00 LF
100.00
2.27
$441.02
$19,404.76
41 - 4-inch Class 350 DIP Watermain
W/PolyWrap
WL- Waterline Crew (44.00 LF/DY, 1.00 DY)
44.00 LF
64.00
1.45
$155.67
$6,849.28
WL-Gate Valve 4in Appurtenance Crew (4.00
EACH/DY, 0.50 DY)
2.00 EACH
36.00
18.00
$1,730.08
$3,460.16
Material Per Bid Item
1.00 LS
$7,101.00
$7,101.00
Aggregate - ABC MAG Spec
22.00 TON
$22.00
$484.00
Trucking (1.00 DY, 0.52 Trucks, 5.50 LF/HR)
44.00 LF
$12.85
$565.32
Dump Fee - Dirt
1.00 LOAD
$75.00
$75.00
3.00 EACH
348.00
116.00
$42,571.04
$127,713.13
42 - Install 12-inch Perma Seal Valve
GC-Combo Hydro Truck Crew (1.00 EACH/DY, 3.00
DY)
3.00 EACH
60.00
20.00
$2,530.36
$7,591.08
WL- Waterline Crew (0.75 EACH/DY, 4.00 DY)
3.00 EACH
288.00
96.00
$9,670.83
$29,012.48
Material Per Bid Item
1.00 LS
$926.00
$926.00
Subcontracted-Mueller Valve Sub
3.00 EACH
$29,016.19
$87,048.57
Trucking (1.00 DY, 0.75 Trucks, 0.38 EACH/HR)
3.00 EACH
$270.00
$810.00
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 12 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Dump Fee - Dirt
3.00 LOAD
$75.00
$225.00
3.00 EACH
380.00
126.67
$30,661.86
$91,985.57
43 - Install 12-inch Inserta Valve Romac
Industries Or Approved Equivalent
WL- Waterline Crew (0.75 EACH/DY, 4.00 DY)
3.00 EACH
320.00
106.67
$11,508.80
$34,526.40
GC-Combo Hydro Truck Crew (1.00 EACH/DY, 3.00
DY)
3.00 EACH
60.00
20.00
$2,465.79
$7,397.37
Material Per Bid Item
1.00 LS
$926.00
$926.00
Subcontracted-Inserta Valve Sub
3.00 EACH
$13,950.00
$41,850.00
Trucking (1.00 DY, 1.04 Trucks, 0.38 EACH/HR)
3.00 EACH
$372.60
$1,117.80
Dump Fee - Dirt
3.00 LOAD
$75.00
$225.00
Ready Mix - Slurry ABC Slurry 1/2 Sack
31.50 YARD
$122.00
$3,843.00
1.00 EACH
148.00
148.00
$19,116.87
$19,116.87
44 - 12X12 Cut In Tee
WL- Waterline Crew (0.50 EACH/DY, 2.00 DY)
1.00 EACH
128.00
128.00
$13,975.36
$13,975.36
Material Per Bid Item
1.00 LS
$1,374.95
$1,374.95
Aggregate - ABC MAG Spec
11.00 TON
$22.00
$242.00
GC-Combo Hydro Truck Crew (1.00 EACH/DY, 1.00
DY)
1.00 EACH
20.00
20.00
$2,474.56
$2,474.56
1.00 EACH
32.00
32.00
$16,117.21
$16,117.21
45 - Install 16-inch Gate Valve
WL- Waterline Crew (2.00 EACH/DY, 0.50 DY)
1.00 EACH
32.00
32.00
$3,476.49
$3,476.49
Material Per Bid Item
1.00 LS
$11,140.72
$11,140.72
1.00 EACH
148.00
148.00
$31,547.02
$31,547.02
46 - Install 16 X 8 Tee
WL- Waterline Crew (0.50 EACH/DY, 2.00 DY)
1.00 EACH
128.00
128.00
$13,615.36
$13,615.36
Material Per Bid Item
1.00 LS
$9,855.10
$9,855.10
Ready Mix - Slurry ABC Slurry 1/2 Sack
21.00 YARD
$122.00
$2,562.00
Trucking (1.00 DY, 0.50 Trucks, 0.13 EACH/HR)
1.00 EACH
$540.00
$540.00
GC-Combo Hydro Truck Crew (1.00 EACH/DY, 1.00
DY)
1.00 EACH
20.00
20.00
$2,474.56
$2,474.56
4.00 EACH
160.00
40.00
$4,673.47
$18,693.89
47 - Note 29 Thrust Block Installation @
Intersection
Thrust Blocks (5'6"x2'4"x4'0")
4.00 EACH
160.00
40.00
$4,673.47
$18,693.89
CP-Concrete Replace Crew (1.00 EACH/DY, 4.00
DY)
4.00 EACH
160.00
40.00
$3,838.16
$15,352.64
Material Per Bid Item
4.00 LS
$265.00
$1,060.00
Ready Mix Concrete - MAG B 2500
10.50 CY
$172.50
$1,811.25
Form, Cure, Stakes
1.00 LS
$250.00
$250.00
Rebar - # 4 (1/2in) 10ft
4.40 EACH
$50.00
$220.00
8.00 EACH
160.00
20.00
$2,089.04
$16,712.28
48 - Thrust Block On Chandler Blvd
Thrust Blocks (3'0"x1'8"x2'0")
8.00 EACH
160.00
20.00
$1,889.04
$15,112.28
Ready Mix Concrete - MAG B 2500
8.40 CY
$172.50
$1,449.00
Rebar - # 4 (1/2in) 10ft
8.80 EACH
$50.00
$440.00
CP-Concrete Replace Crew (2.00 EACH/DY, 4.00
DY)
8.00 EACH
160.00
20.00
$1,595.68
$12,765.44
Material Per Bid Item
8.00 LS
$57.23
$457.84
Concrete - Short Load Fee
8.00 EACH
$200.00
$1,600.00
39.00 LF
120.00
3.08
$301.63
$11,763.52
49 - Concrete Encasement
Concrete Encasement
39.00 LF
120.00
3.08
$301.63
$11,763.52
Encasement W1 35' X
39.00 LF
120.00
3.08
$301.63
$11,763.52
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 13 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
CP-Concrete Replace Crew (0.33 EACH/DY,
3.00 DY)
1.00 EACH
120.00
120.00
$9,744.96
$9,744.96
Material Per Bid Item
1.00 LS
$650.00
$650.00
Ready Mix Concrete - MAG C 2000
7.35 CY
$163.75
$1,203.56
Rebar - # 4 (1/2in) 10ft
1.10 EACH
$150.00
$165.00
5.00 EACH
370.00
74.00
$11,022.36
$55,111.78
50 - Connect To Existing 12-inch Watermain ACP
To DIP Transition Coupling
WL- Waterline Crew (1.00 EACH/DY, 5.00 DY)
5.00 EACH
320.00
64.00
$6,945.20
$34,726.00
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 2.50
DY)
5.00 EACH
50.00
10.00
$1,232.90
$6,164.48
Material Per Bid Item
5.00 LS
$1,747.66
$8,738.30
Aggregate - ABC MAG Spec
27.50 TON
$22.00
$605.00
Trucking (3.00 DY, 0.58 Trucks, 0.21 EACH/HR)
5.00 EACH
$372.60
$1,863.00
Dump Fee - Dirt
5.00 LOAD
$75.00
$375.00
Cement - Concrete Mix 60#
30.00 BAG
$8.00
$240.00
6.00 EACH
379.20
63.20
$10,328.31
$61,969.83
51 - Connect To Existing 12-inch Watermain
WL- Waterline Crew (1.25 EACH/DY, 4.80 DY)
6.00 EACH
307.20
51.20
$5,556.16
$33,336.96
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 3.00
DY)
6.00 EACH
72.00
12.00
$1,369.40
$8,216.40
Material Per Bid Item
6.00 LS
$2,217.48
$13,304.87
Aggregate - ABC MAG Spec
33.00 TON
$22.00
$726.00
Trucking (3.00 DY, 0.69 Trucks, 0.25 EACH/HR)
6.00 EACH
$372.60
$2,235.60
Dump Fee - Dirt [6]
0.00 LOAD
$75.00
$0.00
2.00 EACH
84.00
42.00
$7,584.28
$15,168.56
53 - Connect To Existing 8-inch PVC Watermain
To DIP Transition Coupling
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY)
2.00 EACH
64.00
32.00
$3,466.01
$6,932.02
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 1.00
DY)
2.00 EACH
20.00
10.00
$1,237.28
$2,474.56
Material Per Bid Item
2.00 LS
$1,547.89
$3,095.78
Aggregate - ABC MAG Spec
5.50 TON
$22.00
$121.00
Trucking (1.00 DY, 0.69 Trucks, 0.25 EACH/HR)
2.00 EACH
$372.60
$745.20
Dump Fee - Dirt
2.00 LOAD
$75.00
$150.00
4.00 EACH
210.67
52.67
$6,720.78
$26,883.13
54 - Connect To Existing 6" ACP Watermain ACP
To DIP Coupling
WL- Waterline Crew (1.50 EACH/DY, 2.67 DY)
4.00 EACH
170.67
42.67
$4,526.19
$18,104.75
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 2.00
DY)
4.00 EACH
40.00
10.00
$1,232.90
$4,931.58
Material Per Bid Item
4.00 LS
$54.00
$216.00
Aggregate - ABC MAG Spec
13.20 TON
$22.00
$290.40
Trucking (1.00 DY, 1.38 Trucks, 0.50 EACH/HR)
4.00 EACH
$372.60
$1,490.40
Dump Fee - Dirt
4.00 LOAD
$75.00
$300.00
Cement - Concrete Mix 60#
30.00 BAG
$8.00
$240.00
1.00 EACH
42.00
42.00
$6,194.74
$6,194.74
55 - Connect To Existing 6-inch Watermain Not
ACP
WL- Waterline Crew (2.00 EACH/DY, 0.50 DY)
1.00 EACH
32.00
32.00
$3,394.64
$3,394.64
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 0.50
DY)
1.00 EACH
10.00
10.00
$1,232.90
$1,232.90
Material Per Bid Item
1.00 LS
$777.00
$777.00
Chandler Dobson Water Install Project
4/24/2023 5:03:56 PM
Page 14 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Trucking (1.00 DY, 0.35 Trucks, 0.13 EACH/HR)
1.00 EACH
$372.60
$372.60
Dump Fee - Dirt
1.00 LOAD
$75.00
$75.00
2.00 EACH
84.00
42.00
$5,659.95
$11,319.89
56 - Connect To Existing 4" DIP Main
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY)
2.00 EACH
64.00
32.00
$3,394.64
$6,789.28
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 1.00
DY)
2.00 EACH
20.00
10.00
$1,232.90
$2,465.79
Material Per Bid Item
1.00 LS
$734.42
$734.42
Aggregate - ABC MAG Spec
6.60 TON
$22.00
$145.20
Trucking (1.00 DY, 0.69 Trucks, 0.25 EACH/HR)
2.00 EACH
$372.60
$745.20
Dump Fee - Dirt
2.00 LOAD
$75.00
$150.00
11.00 EACH
572.00
52.00
$8,308.59
$91,394.48
57 - Fire Hydrant Assembly COC Standard Detail
C-303 & C-305
WL- Fire Hydrant Domestic Water Wet Barrel Crew
(1.00 EACH/DY, 11.00 DY)
11.00 EACH
572.00
52.00
$4,745.28
$52,198.08
Material Per Bid Item
1.00 LS
$38,664.00
$38,664.00
Aggregate - ABC MAG Spec
24.20 TON
$22.00
$532.40
4.00 EACH
6.00
1.50
$543.85
$2,175.40
58 - 4-inch Bollard Type 1 COC Standard Detail C-
105 & Mag Standard Detail 140
WL-Bollard Crew (16.00 EACH/DY, 0.25 DY)
4.00 EACH
6.00
1.50
$193.85
$775.40
Subcontracted-Bollards
4.00 EACH
$350.00
$1,400.00
115.00 LF
118.25
1.03
$162.93
$18,736.82
59 - 1" Type K Soft Copper Service Line COC
Standard Detail C-301
WL-Water Service 1in W/ Box & Cover Crew (50.57
LF/DY, 2.27 DY)
115.00 LF
118.25
1.03
$93.83
$10,790.82
Material Per Bid Item
1.00 LS
$6,613.00
$6,613.00
Aggregate - ABC MAG Spec
27.50 TON
$22.00
$605.00
237.00 LF
137.70
0.58
$163.83
$38,828.15
60 - 1.5" Copper Service Line COC Standard
Detail C-301
WL-Water Service 1.5in W/ Box & Cover Crew
(89.50 LF/DY, 2.65 DY)
237.00 LF
137.70
0.58
$51.71
$12,254.83
Material Per Bid Item
1.00 LS
$24,635.32
$24,635.32
Aggregate - ABC MAG Spec
55.00 TON
$22.00
$1,210.00
81.00 LF
57.70
0.71
$201.30
$16,305.44
61 - 2" Rigid Copper Service Line COC Standard
Detail C-301
WL-Water Service 2in W/ Box & Cover Crew (73.00
LF/DY, 1.11 DY)
81.00 LF
57.70
0.71
$63.40
$5,135.04
Material Per Bid Item
1.00 LS
$10,395.00
$10,395.00
Aggregate - ABC MAG Spec
18.70 TON
$22.00
$411.40
17.00 EACH
226.67
13.33
$1,334.03
$22,678.45
62 - Locate & Connect Existing Services
WL- Waterline Crew (3.00 EACH/DY, 5.67 DY)
17.00 EACH
226.67
13.33
$1,234.83
$20,992.05
Material Per Bid Item
17.00 LS
$75.00
$1,275.00
Aggregate - ABC MAG Spec
18.70 TON
$22.00
$411.40
3.00 EACH
276.00
92.00
$8,911.03
$26,733.08
63 - 1" Backflow Preventer & Enclosure COC
Standard Detail C-311
Backflow Preventer Small (1.00 EACH/DY, 3.00 DY)
3.00 EACH
156.00
52.00
$4,627.88
$13,883.64
CP-Concrete Sidewalk Crew (1.00 EACH/DY, 3.00
DY)
3.00 EACH
120.00
40.00
$2,459.04
$7,377.12
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Page 15 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Material Per Bid Item
3.00 LS
$1,170.38
$3,511.14
Aggregate - ABC MAG Spec
9.90 TON
$22.00
$217.80
Material Per Bid Item Concrete
1.00 LS
$150.00
$150.00
Ready Mix Concrete - MAG B 2500
3.15 CY
$172.50
$543.38
Concrete - Short Load Fee
3.00 EACH
$200.00
$600.00
Subcontracted-Certification
3.00 DY
$150.00
$450.00
3.00 EACH
276.00
92.00
$9,376.65
$28,129.94
64 - 1.5" Backflow Preventer & Enclosure COC
Standard Detail C-311
Backflow Preventer Small (1.00 EACH/DY, 3.00 DY)
3.00 EACH
156.00
52.00
$4,627.88
$13,883.64
CP-Concrete Sidewalk Crew (1.00 EACH/DY, 3.00
DY)
3.00 EACH
120.00
40.00
$2,459.04
$7,377.12
Material Per Bid Item
3.00 LS
$1,636.00
$4,908.00
Aggregate - ABC MAG Spec
9.90 TON
$22.00
$217.80
Subcontracted-Certification
3.00 DY
$150.00
$450.00
Material Per Bid Item Concrete
1.00 LS
$150.00
$150.00
Ready Mix Concrete - MAG B 2500
3.15 CY
$172.50
$543.38
Concrete - Short Load Fee
3.00 EACH
$200.00
$600.00
1.00 EACH
109.33
109.33
$11,720.27
$11,720.27
65 - 2" Backflow Preventer & Enclosure COC
Standard Detail C-302
Backflow Preventer Small (0.75 EACH/DY, 1.33 DY)
1.00 EACH
69.33
69.33
$6,170.51
$6,170.51
Material Per Bid Item
1.00 LS
$2,387.00
$2,387.00
Aggregate - ABC MAG Spec
3.30 TON
$22.00
$72.60
Subcontracted-Certification
1.00 DY
$150.00
$150.00
Material Per Bid Item Concrete
1.00 LS
$100.00
$100.00
Ready Mix Concrete - MAG B 2500
1.05 CY
$172.50
$181.13
Concrete - Short Load Fee
1.00 EACH
$200.00
$200.00
CP-Concrete Sidewalk Crew (1.00 EACH/DY, 1.00
DY)
1.00 EACH
40.00
40.00
$2,459.04
$2,459.04
1.00 EACH
154.67
154.67
$21,684.33
$21,684.33
66 - 4-inch Backflow Preventer COC Standard
Detail C-315
WL-Double Check Backflow Preventer 4in
Appurtenance Crew (0.75 EACH/DY, 1.33 DY)
1.00 EACH
74.67
74.67
$8,554.56
$8,554.56
CP-Concrete Sidewalk Crew (0.50 EACH/DY, 2.00
DY)
1.00 EACH
80.00
80.00
$4,918.08
$4,918.08
Material Per Bid Item
1.00 LS
$6,797.31
$6,797.31
Aggregate - ABC MAG Spec
5.50 TON
$22.00
$121.00
Subcontracted-Certfication
1.00 DY
$350.00
$350.00
Material Per Bid Item Concrete
1.00 LS
$200.00
$200.00
Ready Mix Concrete - MAG B 2500
3.15 CY
$172.50
$543.38
Concrete - Short Load Fee
1.00 EACH
$200.00
$200.00
2.00 EACH
384.00
192.00
$31,731.87
$63,463.74
67 - 6" Backflow Preventer And Enclosure COC
Standard Detail C-315
WL-Double Check Backflow Preventer 6in
Appurtenance Crew (0.50 EACH/DY, 4.00 DY)
2.00 EACH
224.00
112.00
$12,831.84
$25,663.68
CP-Concrete Sidewalk Crew (0.50 EACH/DY, 4.00
DY)
2.00 EACH
160.00
80.00
$4,918.08
$9,836.16
Material Per Bid Item
1.00 LS
$25,024.50
$25,024.50
Aggregate - ABC MAG Spec
13.20 TON
$22.00
$290.40
Subcontracted-Certfication
2.00 DY
$350.00
$700.00
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Page 16 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Material Per Bid Item Concrete
2.00 LS
$250.00
$500.00
Ready Mix Concrete - MAG B 2500
8.40 CY
$172.50
$1,449.00
17.00 EACH
108.80
6.40
$597.47
$10,157.02
68 - Water Meter Box
WL-Water Service 1in W/ Box & Cover Crew (5.00
EACH/DY, 3.40 DY)
17.00 EACH
108.80
6.40
$597.47
$10,157.02
1.00 EACH
92.00
92.00
$14,113.35
$14,113.35
69 - 2" Combo Air Relief Valve
ARV Installation (1.00 EACH/DY, 1.00 DY)
1.00 EACH
52.00
52.00
$4,627.88
$4,627.88
CP-Concrete Sidewalk Crew (1.00 EACH/DY, 1.00
DY)
1.00 EACH
40.00
40.00
$2,459.04
$2,459.04
Material Per Bid Item
1.00 LS
$6,280.70
$6,280.70
Aggregate - ABC MAG Spec
14.30 TON
$22.00
$314.60
Material Per Bid Item Concrete
1.00 LS
$50.00
$50.00
Ready Mix Concrete - MAG B 2500
1.05 CY
$172.50
$181.13
Concrete - Short Load Fee
1.00 EACH
$200.00
$200.00
2.00 EACH
304.00
152.00
$20,136.18
$40,272.36
70 - Temporary Waterline Installation And
Removal
Temp Water Installation Crew (0.50 LF/DY, 4.00
DY)
2.00 LF
160.00
80.00
$8,865.28
$17,730.56
Material Per Bid Item
1.00 LS
$2,617.00
$2,617.00
GC-Chlorine & Pressure Test Crew (1.00 EACH/DY,
2.00 DY)
2.00 EACH
64.00
32.00
$1,987.76
$3,975.52
Temp Water Installation Removal (1.00 EACH/DY,
2.00 DY)
2.00 EACH
80.00
40.00
$4,574.64
$9,149.28
2.00 EACH
112.00
56.00
$6,344.52
$12,689.04
71 - SRP Engineered Supports
Material Per Bid Item
1.00 LS
$1,250.00
$1,250.00
NW Corner Installation (1.00 EACH/DY, 2.00 DY)
2.00 EACH
112.00
56.00
$5,719.52
$11,439.04
7.00 MO
4,180.00
597.14
$95,746.86
$670,228.03
72 - General Conditions
GC-Pothole
10.00 EACH
0.00
0.00
$833.00
$8,330.00
Subcontracted-Utility Potholing
10.00 EACH
$833.00
$8,330.00
Trash Dumpsters / Dump Fees
7.00 MO
$400.00
$2,800.00
Connex Boxes
7.00 MO
$700.00
$4,900.00
Water Meter
2.00 EACH
$2,250.00
$4,500.00
Water & Ice
30.00 WK
$125.00
$3,750.00
Office & Yard Rental
7.00 MO
$7,000.00
$49,000.00
Project Utilities
7.00 MO
$500.00
$3,500.00
Project Santitation
7.00 MO
$700.00
$4,900.00
Temporary Fencing
7.00 MO
$350.00
$2,450.00
Senior Project Manager
7.00 MO
644.00
92.00
$12,961.88
$90,733.16
Senior Project Manager (11.50 DY/MO, 80.50 DY)
7.00 MO
644.00
92.00
$12,961.88
$90,733.16
Assistant Project Manager
7.00 MO
1,209.60
172.80
$21,876.48
$153,135.36
Assistant Project Manager Crew (21.60 DY/MO,
151.20 DY)
7.00 MO
1,209.60
172.80
$21,876.48
$153,135.36
General / Project Superintendent
7.00 MO
604.80
86.40
$11,485.15
$80,396.06
Superintendent (10.80 DY/MO, 75.60 DY)
7.00 MO
604.80
86.40
$11,485.15
$80,396.06
Field Superintendent
7.00 MO
1,209.60
172.80
$21,371.90
$149,603.33
Field Superintendent (21.60 DY/MO, 151.20 DY)
7.00 MO
1,209.60
172.80
$21,371.90
$149,603.33
Field Engineer
3.00 MO
512.00
170.67
$13,015.04
$39,045.12
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Page 17 of 19
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Direct Cost
Direct Cost
Unit
Total
Field Communication
7.00 MO
$300.00
$2,100.00
First Aid
1.00 EACH
$1,000.00
$1,000.00
ST&S, Safety Supplies, Training, Small Tools
21,495.00 MH
$3.00
$64,485.00
Job Office Expense
7.00 MO
$400.00
$2,800.00
Drone Photography
7.00 MO
$400.00
$2,800.00
Indirect Items
Description
Quantity UM
Hours
Man
per Unit
Man Hours
Indirect Cost
Indirect Cost
Unit
Total
0.00 LS
$0.00
$0.00
9.0 - Do Not Delete
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Page 18 of 19
Direct Cost Totals
Amount
Equipment Rented:
Direct Cost
Percent of
Equipment Owned:
Materials Owned:
Materials Purchased:
Labor:
Subcontracted:
Trucking Owned:
Trucking Hired:
Miscellaneous:
Plug:
Direct Cost:
$1,502,973.85
$1,207,103.30
$96,983.38
$1,301,807.53
$490,670.07
$0.00
$94,158.50
$62,000.00
$74,835.00
$0.00
$4,830,531.62
31.11%
2.01%
0.00%
10.16%
0.00%
1.95%
1.28%
1.55%
24.99%
26.95%
$4,830,448.66
Bid Price
($82.96)
Pay Item Summary
Amount
Total Bond:
Total Indirect Cost:
Total Overhead:
Total Profit:
Total Direct Cost:
Total Bid Price:
$4,830,531.62
$0.00
$0.00
$0.00
Total DC Adds/Cuts:
$0.00
100.00%
0.00%
0.00%
0.00%
0.00%
-0.00%
$4,830,531.62
Total Overall Cost:
($82.96)
Total Margin:
100.00%
-0.00%
Percent of
Chandler Dobson Water Install Project
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Page 19 of 19
Equipment and Crew Composition
Project Name:
Chandler Dobson Water Install Project
Customer:
City of Chandler
Job Number:
W22351
Bid Number: W22351
Billing Address:
Mail Stop 407, P.O. Box 4008
Bid As:
B&F Contracting, Inc.
Chandler, AZ 85244 USA
Estimator:
Phone:
4807823310
Joshua Onstott
Project Address:
Chandler Blvd/ Dobson Rd, Chandler, AZ
Contact:
Melanie Sikes
Completion Date:
8/1/2024
Task JC ID
Job Cost ID
Pay Items
Description
Quantity UM
LS
1 - Mobilization
1.00
Asphalt Mobilization (P1 Paving & Construction)
16.00 EACH
10020010
B&F Onsite Mobilization
50.00 TRIP
GC-Mobilization Crew (1.50 TRIP/DY, 33.33 DY, 8.00 HR/DY)
50.00 TRIP
Transport Truck
266.67 HR
Transport Trailer - 48 FT
266.67 HR
Truck Driver
266.67 HR
10045030
Grade And Plate Yard And Removal
2.00 DY
GC-Site/Yard Setup & Takedown Crew (1.00 DY/DY, 2.00 DY, 8.00
HR/DY)
2.00 DY
Truck - Crew
16.00 HR
Water Truck - 2000 Gal
16.00 HR
Foreman
16.00 HR
Operator: Small Equipment
16.00 HR
Pipelayer
16.00 HR
Laborer
16.00 HR
Water Truck Driver
16.00 HR
100AA00004
Aggregate - ABC Non Spec
825.00 TON
Fence Setup And Screen Install (0.33 LS/DY, 3.00 DY, 8.00 HR/DY)
1.00 LS
Truck - Crew
24.00 HR
Backhoe - Light
24.00 HR
Water Truck - 2000 Gal
24.00 HR
Foreman
24.00 HR
Operator: Small Equipment
24.00 HR
Laborer [2]
24.00 HR
Water Truck Driver
24.00 HR
Fence Screen
1.00 LS
10130010
Unload And Store Materials
10.00 DY
GC-Unload & String Pipe Crew (1.00 DY/DY, 10.00 DY, 8.00 HR/DY)
10.00 DY
Truck - Crew
80.00 HR
Backhoe - Light
80.00 HR
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Task JC ID
Job Cost ID
Description
Quantity UM
Water Truck - 2000 Gal
80.00 HR
Foreman
80.00 HR
Operator: Small Equipment
80.00 HR
Pipelayer
80.00 HR
Laborer
80.00 HR
Water Truck Driver
80.00 HR
Project Signage
1.00 LS
Cold Mix
300.00 TON
Office Power, Internet, And Equipping
1.00 LS
MO
2 - SWPPP
10.00
SWPP Inspections (Argus Construction Services)
25.00 UNIT
SWPP Maintenance Site Clean Up (1.00 MO/DY, 10.00 DY, 8.00 HR/DY)
10.00 MO
Truck - Crew
80.00 HR
Skip Loader - 1.3 CY
80.00 HR
Foreman
80.00 HR
Operator: Small Equipment
80.00 HR
Laborer
80.00 HR
Buy / Replace SWPPP Material
1.00 LS
Water Tower - 12000 Gal
1,760.00 HR
Sweeper
10.00 MO
Water Support
10.00 MO
Water Truck - 2000 Gal [0.5]
1,760.00 HR
Water Truck Driver [0.5]
1,760.00 HR
Wash Out
10.00 EACH
SWPPP Dust Control Inspection (Argus Construction Services)
25.00 EACH
Dust Sign (Argus Construction Services)
1.00 EACH
Install And Remove SWPPP Sign
1.00 LS
SY
7 - Place And Fine Grade ABC Prior To Pavement
3,345.00
Fine Grade Trench
3,345.00 SY
Subgrade Preparation (281.72 SY/DY, 11.87 DY, 8.00 HR/DY)
3,345.00 SY
Skip Loader - 1.3 CY
94.99 HR
Asphalt Roller - 57in-67in
94.99 HR
Water Truck - 2000 Gal
94.99 HR
Truck - Crew
94.99 HR
Operator: Small Equipment [2]
94.99 HR
Laborer [2]
94.99 HR
Water Truck Driver
94.99 HR
Foreman
94.99 HR
LF
8 - Remove And Replace Curb And Gutter MAG Standard Detail 230
2,830.00
Curb And Gutter Remove & Replacement
2,830.00 LF
CP-Concrete Demo Curb & Gutter Crew (750.00 LF/DY, 3.77 DY, 8.00
HR/DY)
2,830.00 LF
Truck - Crew
30.19 HR
Backhoe - Light
30.19 HR
Dump Truck - 10 Wheel
30.19 HR
Water Truck - 2000 Gal
30.19 HR
Foreman
30.19 HR
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Page 2 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Operator: Small Equipment
30.19 HR
Laborer [2]
30.19 HR
Truck Driver
30.19 HR
Water Truck Driver
30.19 HR
CP-Concrete Curb & Gutter Crew (165.00 LF/DY, 17.15 DY, 8.00
HR/DY)
2,830.00 LF
Truck - Crew
137.21 HR
Box Trailer
137.21 HR
Skid Steer
137.21 HR
Foreman
137.21 HR
Concrete Finisher [3]
137.21 HR
Operator: Small Equipment
137.21 HR
Laborer [2]
137.21 HR
Form, Cure, Stakes
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
124.30 TON
135ZZ00004
Ready Mix Concrete - MAG B 2500
165.90 CY
Trucking (8.53 DY, 0.54 Trucks, 41.47 LF/HR)
2,830.00 LF
95040040
Dump Fee - Concrete
16.00 LOAD
SF
9 - Remove And Replace Sidewalk MAG Standard Detail 230
3,236.00
Remove And Replace Concrete Sidewalk
3,236.00 SF
CP-Concrete Demo Sidewalk Crew (650.00 SF/DY, 4.98 DY, 8.00
HR/DY)
3,236.00 SF
Truck - Crew
39.83 HR
Backhoe - Light
39.83 HR
Dump Truck - 10 Wheel
39.83 HR
Foreman
39.83 HR
Operator: Small Equipment
39.83 HR
Laborer
39.83 HR
Truck Driver
39.83 HR
Subgrade Preparation (469.44 SY/DY, 6.89 DY, 8.00 HR/DY)
3,236.00 SY
Skip Loader - 1.3 CY
55.15 HR
Asphalt Roller - 57in-67in
55.15 HR
Water Truck - 2000 Gal
55.15 HR
Truck - Crew
55.15 HR
Operator: Small Equipment [2]
55.15 HR
Laborer [2]
55.15 HR
Water Truck Driver
55.15 HR
Foreman
55.15 HR
CP-Concrete Sidewalk Crew (200.00 SF/DY, 16.18 DY, 8.00 HR/DY)
3,236.00 SF
Truck - Crew
129.44 HR
Box Trailer
129.44 HR
Skid Steer
129.44 HR
Foreman
129.44 HR
Concrete Finisher [3]
129.44 HR
Laborer
129.44 HR
Operator: Small Equipment
129.44 HR
Forms, Cure, Stakes
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
62.70 TON
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Page 3 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
135ZZ00004
Ready Mix Concrete - MAG B 2500
42.00 CY
95040040
Dump Fee - Concrete
3.00 LOAD
SY
10 - Sawcut, Remove, And Replace Pavement MAG Standard Detail
200-1 & 200-2
3,345.00
Remove Existing AC Trench Paving
3,345.00 SY
CP-Sawcutting Large Crew (291.00 SY/DY, 11.49 DY, 8.00 HR/DY)
3,345.00 SY
Truck - Crew
91.96 HR
Water Truck - 2000 Gal
91.96 HR
Walk Behind Saw - 57 HP
91.96 HR
Foreman
91.96 HR
Operator: Small Equipment
91.96 HR
Laborer [2]
91.96 HR
CP-Asphalt Demo Crew (291.00 SY/DY, 11.49 DY, 8.00 HR/DY)
3,345.00 SY
Truck - Crew
91.96 HR
Dump Truck - 10 Wheel
91.96 HR
Water Truck - 2000 Gal
91.96 HR
Foreman
91.96 HR
Operator: Small Equipment [2]
91.96 HR
Laborer [2]
91.96 HR
Truck Driver
91.96 HR
Water Truck Driver
91.96 HR
Excavator - 35k LB
91.96 HR
Backhoe - Light
91.96 HR
Replace AC Trench Paving (P1 Paving & Construction)
3,345.00 SY
SF
13 - Remove And Replace Valley Gutter & Apron Standard Detail
240
1,232.00
Chandler Blvd
1,232.00 SF
CP-Concrete Valley Gutter Crew (163.56 SF/DY, 7.53 DY, 8.00 HR/DY)
1,232.00 SF
Truck - Crew
60.26 HR
Box Trailer
60.26 HR
Skid Steer
60.26 HR
Foreman
60.26 HR
Concrete Finisher [4]
60.26 HR
Operator: Small Equipment
60.26 HR
Laborer
60.26 HR
CP-Concrete Demo Valley Gutter Crew (336.00 SF/DY, 3.67 DY, 8.00
HR/DY)
1,232.00 SF
Truck - Crew
29.33 HR
Backhoe - Light
29.33 HR
Dump Truck - 10 Wheel
29.33 HR
Water Truck - 2000 Gal
29.33 HR
Foreman
29.33 HR
Operator: Small Equipment
29.33 HR
Pipelayer
29.33 HR
Laborer
29.33 HR
Truck Driver
29.33 HR
Water Truck Driver
29.33 HR
Hydraulic Hammer - 800 FT LB
29.33 HR
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Page 4 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
CP-Sawcutting Small Crew (368.00 LF/DY, 3.35 DY, 8.00 HR/DY)
1,232.00 LF
Truck - Crew
26.78 HR
Walk Behind Saw - 44 HP
26.78 HR
Foreman
26.78 HR
Laborer [2]
26.78 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
60.50 TON
135ZZ00001
Ready Mix Concrete - MAG A 3000
34.65 CY
Subgrade Preparation (280.56 SY/DY, 4.39 DY, 8.00 HR/DY)
1,232.00 SY
Skip Loader - 1.3 CY
35.13 HR
Asphalt Roller - 57in-67in
35.13 HR
Water Truck - 2000 Gal
35.13 HR
Truck - Crew
35.13 HR
Operator: Small Equipment [2]
35.13 HR
Laborer [2]
35.13 HR
Water Truck Driver
35.13 HR
Foreman
35.13 HR
SF
14 - Replace Concrete Bus Bay COC Standard
729.00
Chandler Blvd
234.00 SF
CP-Concrete Valley Gutter Crew (163.56 SF/DY, 1.43 DY, 8.00 HR/DY)
234.00 SF
Truck - Crew
11.45 HR
Box Trailer
11.45 HR
Skid Steer
11.45 HR
Foreman
11.45 HR
Concrete Finisher [4]
11.45 HR
Operator: Small Equipment
11.45 HR
Laborer
11.45 HR
CP-Concrete Demo Valley Gutter Crew (336.00 SF/DY, 0.70 DY, 8.00
HR/DY)
234.00 SF
Truck - Crew
5.57 HR
Backhoe - Light
5.57 HR
Dump Truck - 10 Wheel
5.57 HR
Water Truck - 2000 Gal
5.57 HR
Foreman
5.57 HR
Operator: Small Equipment
5.57 HR
Pipelayer
5.57 HR
Laborer
5.57 HR
Truck Driver
5.57 HR
Water Truck Driver
5.57 HR
Hydraulic Hammer - 800 FT LB
5.57 HR
Subgrade Preparation (235.00 SY/DY, 1.00 DY, 8.00 HR/DY)
234.00 SY
Skip Loader - 1.3 CY
7.97 HR
Asphalt Roller - 57in-67in
7.97 HR
Water Truck - 2000 Gal
7.97 HR
Truck - Crew
7.97 HR
Operator: Small Equipment [2]
7.97 HR
Laborer [2]
7.97 HR
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Page 5 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Water Truck Driver
7.97 HR
Foreman
7.97 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
14.30 TON
135ZZ00001
Ready Mix Concrete - MAG A 3000
8.40 CY
Chandler Blvd
229.00 SF
CP-Concrete Valley Gutter Crew (163.57 SF/DY, 1.40 DY, 8.00 HR/DY)
229.00 SF
Truck - Crew
11.20 HR
Box Trailer
11.20 HR
Skid Steer
11.20 HR
Foreman
11.20 HR
Concrete Finisher [4]
11.20 HR
Operator: Small Equipment
11.20 HR
Laborer
11.20 HR
CP-Concrete Demo Valley Gutter Crew (336.00 SF/DY, 0.68 DY, 8.00
HR/DY)
229.00 SF
Truck - Crew
5.45 HR
Backhoe - Light
5.45 HR
Dump Truck - 10 Wheel
5.45 HR
Water Truck - 2000 Gal
5.45 HR
Foreman
5.45 HR
Operator: Small Equipment
5.45 HR
Pipelayer
5.45 HR
Laborer
5.45 HR
Truck Driver
5.45 HR
Water Truck Driver
5.45 HR
Hydraulic Hammer - 800 FT LB
5.45 HR
Subgrade Preparation (229.00 SY/DY, 1.00 DY, 8.00 HR/DY)
229.00 SY
Skip Loader - 1.3 CY
8.00 HR
Asphalt Roller - 57in-67in
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Truck - Crew
8.00 HR
Operator: Small Equipment [2]
8.00 HR
Laborer [2]
8.00 HR
Water Truck Driver
8.00 HR
Foreman
8.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
13.20 TON
135ZZ00001
Ready Mix Concrete - MAG A 3000
8.40 CY
Trucking (2.00 DY, 1.12 Trucks, 45.56 SF/HR)
729.00 SF
95040040
Dump Fee - Concrete
5.00 LOAD
Chandler Blvd
265.00 SF
CP-Concrete Valley Gutter Crew (163.57 SF/DY, 1.62 DY, 8.00 HR/DY)
265.00 SF
Truck - Crew
12.96 HR
Box Trailer
12.96 HR
Skid Steer
12.96 HR
Foreman
12.96 HR
Concrete Finisher [4]
12.96 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 6 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Operator: Small Equipment
12.96 HR
Laborer
12.96 HR
CP-Concrete Demo Valley Gutter Crew (500.00 SF/DY, 0.53 DY, 8.00
HR/DY)
265.00 SF
Truck - Crew
4.24 HR
Backhoe - Light
4.24 HR
Dump Truck - 10 Wheel
4.24 HR
Water Truck - 2000 Gal
4.24 HR
Foreman
4.24 HR
Operator: Small Equipment
4.24 HR
Pipelayer
4.24 HR
Laborer
4.24 HR
Truck Driver
4.24 HR
Water Truck Driver
4.24 HR
Hydraulic Hammer - 800 FT LB
4.24 HR
Subgrade Preparation (250.00 SY/DY, 1.06 DY, 8.00 HR/DY)
265.00 SY
Skip Loader - 1.3 CY
8.48 HR
Asphalt Roller - 57in-67in
8.48 HR
Water Truck - 2000 Gal
8.48 HR
Truck - Crew
8.48 HR
Operator: Small Equipment [2]
8.48 HR
Laborer [2]
8.48 HR
Water Truck Driver
8.48 HR
Foreman
8.48 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
4.40 TON
135ZZ00001
Ready Mix Concrete - MAG A 3000
8.40 CY
CP-Sawcutting Small Crew (642.67 LF/DY, 1.13 DY, 8.00 HR/DY)
729.00 LF
Truck - Crew
9.07 HR
Walk Behind Saw - 44 HP
9.07 HR
Foreman
9.07 HR
Laborer [2]
9.07 HR
95040040
Eco Pan
1.00 LOAD
LF
15 - Abandon In Place 12-inch ACP Watermain W/Grout MAG Std
Spec 350
753.00
Chandler Dobson Intersection Sta 100+00 To 102+00
325.00 LF
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
WL-Abandonment Crew (162.50 LF/DY, 2.00 DY, 8.00 HR/DY)
325.00 LF
Truck - Crew
16.00 HR
Backhoe - Light
16.00 HR
Foreman
16.00 HR
Pipelayer
16.00 HR
Laborer
16.00 HR
Operator: Small Equipment
16.00 HR
95040060
Miscellaneous-Materials
1.00 LS
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 7 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
125AA00001
Grout - Mix
10.50 TON
Grout Pump
1.00 EACH
Chandler Blvd Sta 28+00 To Sta 33+00
240.00 LF
Chandler Dobson Intersection Sta 100+00 To 102+00
240.00 LF
WL-Abandonment Crew (162.50 LF/DY, 1.48 DY, 8.00 HR/DY)
240.00 LF
Truck - Crew
11.82 HR
Backhoe - Light
11.82 HR
Foreman
11.82 HR
Pipelayer
11.82 HR
Laborer
11.82 HR
Operator: Small Equipment
11.82 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
7.35 TON
Grout Pump
1.00 EACH
Grout Crew
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
Chandler BLVD Sta 42+50 To Sta 47+50
8.00 LF
WL-Abandonment Crew (162.50 LF/DY, 0.05 DY, 8.00 HR/DY)
8.00 LF
Truck - Crew
0.39 HR
Backhoe - Light
0.39 HR
Foreman
0.39 HR
Pipelayer
0.39 HR
Laborer
0.39 HR
Operator: Small Equipment
0.39 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
1.05 TON
Grout Pump
1.00 EACH
Grout Crew
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew [0.5]
8.00 HR
Operator: Small Equipment [0.5]
8.00 HR
Laborer [0.5]
8.00 HR
Chandler Blvd And Arrowhead Dr
180.00 LF
WL-Abandonment Crew (162.50 LF/DY, 1.11 DY, 8.00 HR/DY)
180.00 LF
Truck - Crew
8.86 HR
Backhoe - Light
8.86 HR
Foreman
8.86 HR
Pipelayer
8.86 HR
Laborer
8.86 HR
Operator: Small Equipment
8.86 HR
95040060
Miscellaneous-Materials
0.25 LS
125AA00001
Grout - Mix
5.67 TON
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 8 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
LF
16 - Abandon In Place 12-Inch CIP Watermain W/Grout MAG Std
Spec 350
4,205.00
Chandler Blvd Sta 28+00 To Sta 33+00
283.00 LF
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
WL-Abandonment Crew (162.50 LF/DY, 1.74 DY, 8.00 HR/DY)
283.00 LF
Truck - Crew
13.93 HR
Backhoe - Light
13.93 HR
Foreman
13.93 HR
Pipelayer
13.93 HR
Laborer
13.93 HR
Operator: Small Equipment
13.93 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
8.64 TON
Grout Pump
1.00 EACH
Chandler Blvd Sta 33+00 To Sta 38+00
481.00 LF
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
14.70 TON
WL-Abandonment Crew (162.50 LF/DY, 2.96 DY, 8.00 HR/DY)
481.00 LF
Truck - Crew
23.68 HR
Backhoe - Light
23.68 HR
Foreman
23.68 HR
Pipelayer
23.68 HR
Laborer
23.68 HR
Operator: Small Equipment
23.68 HR
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
Chandler Blvd Sta 38+00 To Sta 42+50
450.00 LF
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
13.65 TON
WL-Abandonment Crew (162.50 LF/DY, 2.77 DY, 8.00 HR/DY)
450.00 LF
Truck - Crew
22.15 HR
Backhoe - Light
22.15 HR
Foreman
22.15 HR
Pipelayer
22.15 HR
Laborer
22.15 HR
Operator: Small Equipment
22.15 HR
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 9 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
Chandler Blvd Sta 42+50 To Sta 47+50
500.00 LF
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
15.75 TON
WL-Abandonment Crew (162.50 LF/DY, 3.08 DY, 8.00 HR/DY)
500.00 LF
Truck - Crew
24.62 HR
Backhoe - Light
24.62 HR
Foreman
24.62 HR
Pipelayer
24.62 HR
Laborer
24.62 HR
Operator: Small Equipment
24.62 HR
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
Chandler Blvd Sta 47+50 To Sta 52+50
500.00 LF
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
16.80 TON
WL-Abandonment Crew (162.50 LF/DY, 3.08 DY, 8.00 HR/DY)
500.00 LF
Truck - Crew
24.62 HR
Backhoe - Light
24.62 HR
Foreman
24.62 HR
Pipelayer
24.62 HR
Laborer
24.62 HR
Operator: Small Equipment
24.62 HR
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
Chandler Blvd Sta 52+50 To Sta 57+50
340.00 LF
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
10.50 TON
WL-Abandonment Crew (162.50 LF/DY, 2.09 DY, 8.00 HR/DY)
340.00 LF
Truck - Crew
16.74 HR
Backhoe - Light
16.74 HR
Foreman
16.74 HR
Pipelayer
16.74 HR
Laborer
16.74 HR
Operator: Small Equipment
16.74 HR
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 10 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Laborer
8.00 HR
Chandler Blvd Sta 57+50 To Sta 61+50
371.00 LF
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
11.55 TON
WL-Abandonment Crew (250.00 LF/DY, 1.48 DY, 8.00 HR/DY)
371.00 LF
Truck - Crew
11.87 HR
Backhoe - Light
11.87 HR
Foreman
11.87 HR
Pipelayer
11.87 HR
Laborer
11.87 HR
Operator: Small Equipment
11.87 HR
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
Chandler Blvd Sta 61+50 To Sta 66+50
500.00 LF
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
15.75 TON
Subcontracted-Concrete Pump Truck
1.00 DY
WL-Abandonment Crew (162.50 LF/DY, 3.08 DY, 8.00 HR/DY)
500.00 LF
Truck - Crew
24.62 HR
Backhoe - Light
24.62 HR
Foreman
24.62 HR
Pipelayer
24.62 HR
Laborer
24.62 HR
Operator: Small Equipment
24.62 HR
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
Chandler Blvd Sta 66+50 To Sta 71+00
450.00 LF
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
13.65 TON
WL-Abandonment Crew (162.50 LF/DY, 2.77 DY, 8.00 HR/DY)
450.00 LF
Truck - Crew
22.15 HR
Backhoe - Light
22.15 HR
Foreman
22.15 HR
Pipelayer
22.15 HR
Laborer
22.15 HR
Operator: Small Equipment
22.15 HR
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
Chandler Blvd Sta 71+00 To Sta 76+00
330.00 LF
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 11 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
10.50 TON
WL-Abandonment Crew (162.50 LF/DY, 2.03 DY, 8.00 HR/DY)
330.00 LF
Truck - Crew
16.25 HR
Backhoe - Light
16.25 HR
Foreman
16.25 HR
Pipelayer
16.25 HR
Laborer
16.25 HR
Operator: Small Equipment
16.25 HR
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
8.00 HR
Operator: Small Equipment
8.00 HR
Laborer
8.00 HR
LF
17 - Abandon In Place 8-inch ACP Watermain W/Grout MAG Std
Spec 350
94.00
Chandler Blvd Sta 28+00 To Sta 33+00
40.00 LF
WL-Abandonment Crew (162.50 LF/DY, 0.25 DY, 8.00 HR/DY)
40.00 LF
Truck - Crew
1.97 HR
Backhoe - Light
1.97 HR
Foreman
1.97 HR
Pipelayer
1.97 HR
Laborer
1.97 HR
Operator: Small Equipment
1.97 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
5.25 TON
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
4.00 HR
Operator: Small Equipment
4.00 HR
Laborer
4.00 HR
Chandler Blvd W2
20.00 LF
WL-Abandonment Crew (162.50 LF/DY, 0.12 DY, 8.00 HR/DY)
20.00 LF
Truck - Crew
0.98 HR
Backhoe - Light
0.98 HR
Foreman
0.98 HR
Pipelayer
0.98 HR
Laborer
0.98 HR
Operator: Small Equipment
0.98 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
1.05 TON
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
4.00 HR
Operator: Small Equipment
4.00 HR
Laborer
4.00 HR
Chandler Blvd W5
6.00 LF
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 12 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
WL-Abandonment Crew (162.50 LF/DY, 0.04 DY, 8.00 HR/DY)
6.00 LF
Truck - Crew
0.30 HR
Backhoe - Light
0.30 HR
Foreman
0.30 HR
Pipelayer
0.30 HR
Laborer
0.30 HR
Operator: Small Equipment
0.30 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
1.05 TON
LF
18 - Abandon In Place 8-inch CIP Watermain W/Grout MAG Std
Spec 350
43.00
Chandler Blvd W19 & W20
43.00 LF
WL-Abandonment Crew (162.50 LF/DY, 0.26 DY, 8.00 HR/DY)
43.00 LF
Truck - Crew
2.12 HR
Backhoe - Light
2.12 HR
Foreman
2.12 HR
Pipelayer
2.12 HR
Laborer
2.12 HR
Operator: Small Equipment
2.12 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
5.25 TON
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
4.00 HR
Operator: Small Equipment
4.00 HR
Laborer
4.00 HR
LF
19 - Abandon In Place 6-Inch ACP Watermain W/Grout MAG Std
Spec 350
126.00
Chandler Blvd Sta 47.50 To Sta 52+50
35.00 LF
WL-Abandonment Crew (200.00 LF/DY, 0.18 DY, 8.00 HR/DY)
35.00 LF
Truck - Crew
1.40 HR
Backhoe - Light
1.40 HR
Foreman
1.40 HR
Pipelayer
1.40 HR
Laborer
1.40 HR
Operator: Small Equipment
1.40 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
1.05 TON
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
4.00 HR
Operator: Small Equipment
4.00 HR
Laborer
4.00 HR
Chandler Blvd Sta 66+50 To Sta 71+00
30.00 LF
WL-Abandonment Crew (200.00 LF/DY, 0.15 DY, 8.00 HR/DY)
30.00 LF
Truck - Crew
1.20 HR
Backhoe - Light
1.20 HR
Foreman
1.20 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 13 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Pipelayer
1.20 HR
Laborer
1.20 HR
Operator: Small Equipment
1.20 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
1.05 TON
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
4.00 HR
Operator: Small Equipment
4.00 HR
Laborer
4.00 HR
Chandler Blvd Sta 71+00 To Sta 76+00
61.00 LF
WL-Abandonment Crew (200.00 LF/DY, 0.31 DY, 8.00 HR/DY)
61.00 LF
Truck - Crew
2.44 HR
Backhoe - Light
2.44 HR
Foreman
2.44 HR
Pipelayer
2.44 HR
Laborer
2.44 HR
Operator: Small Equipment
2.44 HR
95040060
Miscellaneous-Materials
1.00 LS
125AA00001
Grout - Mix
1.05 TON
Grout Pump
1.00 EACH
Grouting Crew
1.00 EACH
Truck - Crew
4.00 HR
Operator: Small Equipment
4.00 HR
Laborer
4.00 HR
EACH
20 - Abandon 12-Inch Gate Valve In Closed Position MAG Std Det
350
11.00
Chandler Blvd Sta 42+50 To Sta 47+50
3.00 EACH
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
3.15 YARD
SL-Plug Valve 12in Appurtenance Crew (5.00 EACH/DY, 0.60 DY, 8.00
HR/DY)
3.00 EACH
Truck - Crew
4.80 HR
Backhoe - Light
4.80 HR
Water Truck - 2000 Gal
4.80 HR
Foreman
4.80 HR
Operator: Small Equipment
4.80 HR
Pipelayer
4.80 HR
Laborer
4.80 HR
Water Truck Driver
4.80 HR
Chandler Blvd Sta 52+50 To Sta 57+50
2.00 EACH
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
2.10 YARD
SL-Plug Valve 12in Appurtenance Crew (5.00 EACH/DY, 0.40 DY, 8.00
HR/DY)
2.00 EACH
Truck - Crew
3.20 HR
Backhoe - Light
3.20 HR
Water Truck - 2000 Gal
3.20 HR
Foreman
3.20 HR
Operator: Small Equipment
3.20 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 14 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Pipelayer
3.20 HR
Laborer
3.20 HR
Water Truck Driver
3.20 HR
Chandler Blvd Sta 66+50 To Sta 71+00
4.00 EACH
SL-Plug Valve 12in Appurtenance Crew (5.00 EACH/DY, 0.80 DY, 8.00
HR/DY)
4.00 EACH
Truck - Crew
6.40 HR
Backhoe - Light
6.40 HR
Water Truck - 2000 Gal
6.40 HR
Foreman
6.40 HR
Operator: Small Equipment
6.40 HR
Pipelayer
6.40 HR
Laborer
6.40 HR
Water Truck Driver
6.40 HR
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
4.20 YARD
Chandler Blvd Sta 71+00 To Sta 76+00
1.00 EACH
SL-Plug Valve 12in Appurtenance Crew (5.00 EACH/DY, 0.20 DY, 8.00
HR/DY)
1.00 EACH
Truck - Crew
1.60 HR
Backhoe - Light
1.60 HR
Water Truck - 2000 Gal
1.60 HR
Foreman
1.60 HR
Operator: Small Equipment
1.60 HR
Pipelayer
1.60 HR
Laborer
1.60 HR
Water Truck Driver
1.60 HR
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
1.05 YARD
Chandler Blvd Sta 28+00 To Sta 33+00
1.00 EACH
SL-Plug Valve 12in Appurtenance Crew (5.00 EACH/DY, 0.20 DY, 8.00
HR/DY)
1.00 EACH
Truck - Crew
1.60 HR
Backhoe - Light
1.60 HR
Water Truck - 2000 Gal
1.60 HR
Foreman
1.60 HR
Operator: Small Equipment
1.60 HR
Pipelayer
1.60 HR
Laborer
1.60 HR
Water Truck Driver
1.60 HR
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
1.05 YARD
Concrete - Short Load Fee
2.80 EACH
EACH
21 - Abandon 8-Inch Gate Valve In Closed Position Standard Detail
350
8.00
Chandler Blvd Sta 28+00 To Sta 33+00
1.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.20 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
1.60 HR
Backhoe - Light
1.60 HR
Water Truck - 2000 Gal
1.60 HR
Foreman
1.60 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 15 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Operator: Small Equipment
1.60 HR
Pipelayer
1.60 HR
Laborer
1.60 HR
Water Truck Driver
1.60 HR
Chandler Blvd Sta 38+00 To Sta 42+50
2.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.40 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
3.20 HR
Backhoe - Light
3.20 HR
Water Truck - 2000 Gal
3.20 HR
Foreman
3.20 HR
Operator: Small Equipment
3.20 HR
Pipelayer
3.20 HR
Laborer
3.20 HR
Water Truck Driver
3.20 HR
Chandler Bulv Sta 42+50 To Sta 47+50
2.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.40 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
3.20 HR
Backhoe - Light
3.20 HR
Water Truck - 2000 Gal
3.20 HR
Foreman
3.20 HR
Operator: Small Equipment
3.20 HR
Pipelayer
3.20 HR
Laborer
3.20 HR
Water Truck Driver
3.20 HR
Chandler Blvd Sta 52+50 To Sta 57+50
3.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.60 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
4.80 HR
Backhoe - Light
4.80 HR
Water Truck - 2000 Gal
4.80 HR
Foreman
4.80 HR
Operator: Small Equipment
4.80 HR
Pipelayer
4.80 HR
Laborer
4.80 HR
Water Truck Driver
4.80 HR
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
8.40 YARD
Concrete - Short Load Fee
2.20 EACH
EACH
22 - Abandon 6-inch Gate Valve In Closed Position MAG Standard
Detail 350
14.00
Chandler Blvd Sta 33+00 To Sta 38+00
1.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.20 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
1.60 HR
Backhoe - Light
1.60 HR
Water Truck - 2000 Gal
1.60 HR
Foreman
1.60 HR
Operator: Small Equipment
1.60 HR
Pipelayer
1.60 HR
Laborer
1.60 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 16 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Water Truck Driver
1.60 HR
Chandler Blvd Sta 47+50 To Sta 52+50
3.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.60 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
4.80 HR
Backhoe - Light
4.80 HR
Water Truck - 2000 Gal
4.80 HR
Foreman
4.80 HR
Operator: Small Equipment
4.80 HR
Pipelayer
4.80 HR
Laborer
4.80 HR
Water Truck Driver
4.80 HR
Chandler Blvd Sta 52+50 To Sta 57+50
3.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.60 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
4.80 HR
Backhoe - Light
4.80 HR
Water Truck - 2000 Gal
4.80 HR
Foreman
4.80 HR
Operator: Small Equipment
4.80 HR
Pipelayer
4.80 HR
Laborer
4.80 HR
Water Truck Driver
4.80 HR
Chandler Blvd Sta 57+50 To Sta 61+50
1.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.20 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
1.60 HR
Backhoe - Light
1.60 HR
Water Truck - 2000 Gal
1.60 HR
Foreman
1.60 HR
Operator: Small Equipment
1.60 HR
Pipelayer
1.60 HR
Laborer
1.60 HR
Water Truck Driver
1.60 HR
Chandler Blvd Sta 66+50 To Sta 71+00
2.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.40 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
3.20 HR
Backhoe - Light
3.20 HR
Water Truck - 2000 Gal
3.20 HR
Foreman
3.20 HR
Operator: Small Equipment
3.20 HR
Pipelayer
3.20 HR
Laborer
3.20 HR
Water Truck Driver
3.20 HR
Chandler Blvd Sta 71+00 To Sta 76+00
3.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.60 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
4.80 HR
Backhoe - Light
4.80 HR
Water Truck - 2000 Gal
4.80 HR
Foreman
4.80 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 17 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Operator: Small Equipment
4.80 HR
Pipelayer
4.80 HR
Laborer
4.80 HR
Water Truck Driver
4.80 HR
Chandler Blvd Sta 33+00 To Sta 38+00
1.00 EACH
WL-Abandon Crew (5.00 EACH/DY, 0.20 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
1.60 HR
Backhoe - Light
1.60 HR
Water Truck - 2000 Gal
1.60 HR
Foreman
1.60 HR
Operator: Small Equipment
1.60 HR
Pipelayer
1.60 HR
Laborer
1.60 HR
Water Truck Driver
1.60 HR
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
14.70 YARD
Concrete - Short Load Fee
2.20 EACH
LF
23 - Abandon In Place Water Service Line
190.00
Chandler Blvd Sta 33+00 To Sta 38+00
104.00 LF
WL-Service Repair Appurtenance Crew (350.00 LF/DY, 0.30 DY, 8.00
HR/DY)
104.00 LF
Truck - Crew
2.38 HR
Backhoe - Light
2.38 HR
Water Truck - 2000 Gal
2.38 HR
Foreman
2.38 HR
Operator: Small Equipment
2.38 HR
Pipelayer
2.38 HR
Laborer
2.38 HR
Water Truck Driver
2.38 HR
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
Chandler Blvd Sta 47+50 To Sta 52+50
43.00 LF
WL-Service Repair Appurtenance Crew (350.00 LF/DY, 0.12 DY, 8.00
HR/DY)
43.00 LF
Truck - Crew
0.98 HR
Backhoe - Light
0.98 HR
Water Truck - 2000 Gal
0.98 HR
Foreman
0.98 HR
Operator: Small Equipment
0.98 HR
Pipelayer
0.98 HR
Laborer
0.98 HR
Water Truck Driver
0.98 HR
100AA00003
Aggregate - ABC MAG Spec
2.20 TON
Chandler Blvd Sta 38+00 To Sta 42+50
49.00 LF
WL-Service Repair Appurtenance Crew (350.00 LF/DY, 0.14 DY, 8.00
HR/DY)
49.00 LF
Truck - Crew
1.12 HR
Backhoe - Light
1.12 HR
Water Truck - 2000 Gal
1.12 HR
Foreman
1.12 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 18 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Operator: Small Equipment
1.12 HR
Pipelayer
1.12 HR
Laborer
1.12 HR
Water Truck Driver
1.12 HR
100AA00003
Aggregate - ABC MAG Spec
1.10 TON
EACH
24 - Remove Existing Water Meter & Salvage Meter To City
17.00
Chandler Blvd Sta 33+00 To Sta 38+00
3.00 EACH
WL-Water Service Box & Cover Crew (5.00 EACH/DY, 0.60 DY, 8.00
HR/DY)
3.00 EACH
Truck - Crew
4.80 HR
Backhoe - Light
4.80 HR
Water Truck - 2000 Gal
4.80 HR
Foreman
4.80 HR
Operator: Small Equipment
4.80 HR
Pipelayer
4.80 HR
Laborer
4.80 HR
Water Truck Driver
4.80 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
1.65 TON
Chandler Blvd Sta 38+00 To Sta 42+50
2.00 EACH
WL-Water Service Box & Cover Crew (5.00 EACH/DY, 0.40 DY, 8.00
HR/DY)
2.00 EACH
Truck - Crew
3.20 HR
Backhoe - Light
3.20 HR
Water Truck - 2000 Gal
3.20 HR
Foreman
3.20 HR
Operator: Small Equipment
3.20 HR
Pipelayer
3.20 HR
Laborer
3.20 HR
Water Truck Driver
3.20 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
1.10 TON
Chandler Blvd Sta 47+50 To Sta 52+50
3.00 EACH
WL-Water Service Box & Cover Crew (5.00 EACH/DY, 0.60 DY, 8.00
HR/DY)
3.00 EACH
Truck - Crew
4.80 HR
Backhoe - Light
4.80 HR
Water Truck - 2000 Gal
4.80 HR
Foreman
4.80 HR
Operator: Small Equipment
4.80 HR
Pipelayer
4.80 HR
Laborer
4.80 HR
Water Truck Driver
4.80 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
1.65 TON
Chandler Blvd Sta 57+50 To Sta 61+50
3.00 EACH
WL-Water Service Box & Cover Crew (5.00 EACH/DY, 0.60 DY, 8.00
HR/DY)
3.00 EACH
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 19 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Truck - Crew
4.80 HR
Backhoe - Light
4.80 HR
Water Truck - 2000 Gal
4.80 HR
Foreman
4.80 HR
Operator: Small Equipment
4.80 HR
Pipelayer
4.80 HR
Laborer
4.80 HR
Water Truck Driver
4.80 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
1.65 TON
Chandler Blvd Sta 61+50 To Sta 66+50
3.00 EACH
WL-Water Service Box & Cover Crew (5.00 EACH/DY, 0.60 DY, 8.00
HR/DY)
3.00 EACH
Truck - Crew
4.80 HR
Backhoe - Light
4.80 HR
Water Truck - 2000 Gal
4.80 HR
Foreman
4.80 HR
Operator: Small Equipment
4.80 HR
Pipelayer
4.80 HR
Laborer
4.80 HR
Water Truck Driver
4.80 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
1.65 TON
Chandler Blvd Sta 66+50 To Sta71+00
1.00 EACH
WL-Water Service Box & Cover Crew (5.00 EACH/DY, 0.20 DY, 8.00
HR/DY)
1.00 EACH
Truck - Crew
1.60 HR
Backhoe - Light
1.60 HR
Water Truck - 2000 Gal
1.60 HR
Foreman
1.60 HR
Operator: Small Equipment
1.60 HR
Pipelayer
1.60 HR
Laborer
1.60 HR
Water Truck Driver
1.60 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
0.55 TON
Chandler Blvd Sta 28+00 To Sta 33+00
1.00 EACH
WL-Water Service Box & Cover Crew (5.00 EACH/DY, 0.20 DY, 8.00
HR/DY)
1.00 EACH
Truck - Crew
1.60 HR
Backhoe - Light
1.60 HR
Water Truck - 2000 Gal
1.60 HR
Foreman
1.60 HR
Operator: Small Equipment
1.60 HR
Pipelayer
1.60 HR
Laborer
1.60 HR
Water Truck Driver
1.60 HR
Material Per Bid Item
1.00 LS
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 20 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
100AA00003
Aggregate - ABC MAG Spec
0.55 TON
Chandler Blvd Sta 57+50 To Sta 62+00
1.00 EACH
WL-Water Service Box & Cover Crew (5.00 EACH/DY, 0.20 DY, 8.00
HR/DY)
1.00 EACH
Truck - Crew
1.60 HR
Backhoe - Light
1.60 HR
Water Truck - 2000 Gal
1.60 HR
Foreman
1.60 HR
Operator: Small Equipment
1.60 HR
Pipelayer
1.60 HR
Laborer
1.60 HR
Water Truck Driver
1.60 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
0.55 TON
Trucking (1.00 DY, 2.13 Trucks, 2.13 EACH/HR)
17.00 EACH
EACH
25 - Remove Existing Hydrant Assembly
11.00
Chandler Blvd Sta 33+00 To Sta 38+00
1.00 EACH
WL-Fire Hydrant Relocate Appurtenance Crew (3.00 EACH/DY, 0.33
DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
2.67 HR
Backhoe - Light
2.67 HR
Water Truck - 2000 Gal
2.67 HR
Foreman
2.67 HR
Operator: Small Equipment
2.67 HR
Pipelayer
2.67 HR
Laborer
2.67 HR
Water Truck Driver
2.67 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
Chandler Blvd Sta 47+50 To Sta 52+50
2.00 EACH
WL-Fire Hydrant Relocate Appurtenance Crew (3.00 EACH/DY, 0.67
DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
5.33 HR
Backhoe - Light
5.33 HR
Water Truck - 2000 Gal
5.33 HR
Foreman
5.33 HR
Operator: Small Equipment
5.33 HR
Pipelayer
5.33 HR
Laborer
5.33 HR
Water Truck Driver
5.33 HR
Material Per Bid Item
2.00 LS
100AA00003
Aggregate - ABC MAG Spec
6.60 TON
Chandler Blvd Sts 52+50 To Sta 57+50
2.00 EACH
WL-Fire Hydrant Relocate Appurtenance Crew (3.00 EACH/DY, 0.67
DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
5.33 HR
Backhoe - Light
5.33 HR
Water Truck - 2000 Gal
5.33 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 21 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Foreman
5.33 HR
Operator: Small Equipment
5.33 HR
Pipelayer
5.33 HR
Laborer
5.33 HR
Water Truck Driver
5.33 HR
Material Per Bid Item
2.00 LS
100AA00003
Aggregate - ABC MAG Spec
6.60 TON
Chandler Blvd Sta 57+50 To Sta 61+50
1.00 EACH
WL-Fire Hydrant Relocate Appurtenance Crew (3.00 EACH/DY, 0.33
DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
2.67 HR
Backhoe - Light
2.67 HR
Water Truck - 2000 Gal
2.67 HR
Foreman
2.67 HR
Operator: Small Equipment
2.67 HR
Pipelayer
2.67 HR
Laborer
2.67 HR
Water Truck Driver
2.67 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
Chandler Blvd Sta 66+50 To Sta 71+00
1.00 EACH
WL-Fire Hydrant Relocate Appurtenance Crew (3.00 EACH/DY, 0.33
DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
2.67 HR
Backhoe - Light
2.67 HR
Water Truck - 2000 Gal
2.67 HR
Foreman
2.67 HR
Operator: Small Equipment
2.67 HR
Pipelayer
2.67 HR
Laborer
2.67 HR
Water Truck Driver
2.67 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
90200000
Shoring
1.00 DY
Chandler Blvd Sta 71+ 00 To Sta 76+00
2.00 EACH
WL-Fire Hydrant Relocate Appurtenance Crew (3.00 EACH/DY, 0.67
DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
5.33 HR
Backhoe - Light
5.33 HR
Water Truck - 2000 Gal
5.33 HR
Foreman
5.33 HR
Operator: Small Equipment
5.33 HR
Pipelayer
5.33 HR
Laborer
5.33 HR
Water Truck Driver
5.33 HR
Material Per Bid Item
2.00 LS
100AA00003
Aggregate - ABC MAG Spec
6.60 TON
Chandler Sta 33+00 To Sta 38+00
1.00 EACH
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 22 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
WL-Fire Hydrant Relocate Appurtenance Crew (3.00 EACH/DY, 0.33
DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
2.67 HR
Backhoe - Light
2.67 HR
Water Truck - 2000 Gal
2.67 HR
Foreman
2.67 HR
Operator: Small Equipment
2.67 HR
Pipelayer
2.67 HR
Laborer
2.67 HR
Water Truck Driver
2.67 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
Chandler Blvd Sta 57+50 To Sta 62+00
1.00 EACH
WL-Fire Hydrant Relocate Appurtenance Crew (3.00 EACH/DY, 0.33
DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
2.67 HR
Backhoe - Light
2.67 HR
Water Truck - 2000 Gal
2.67 HR
Foreman
2.67 HR
Operator: Small Equipment
2.67 HR
Pipelayer
2.67 HR
Laborer
2.67 HR
Water Truck Driver
2.67 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
Trucking (1.00 DY, 0.50 Trucks, 0.25 EACH/HR)
2.00 EACH
LF
26 - Remove 12-inch CIP
127.00
Remove And Replace 12-Inch CIP
127.00 LF
WL- Waterline Crew (100.00 LF/DY, 1.27 DY, 8.00 HR/DY)
127.00 LF
Truck - Crew
10.16 HR
Excavator - 35k LB
10.16 HR
Backhoe - Light
10.16 HR
Dump Truck - 10 Wheel
10.16 HR
Water Truck - 2000 Gal
10.16 HR
Foreman
10.16 HR
Operator: Large Equipment [2]
10.16 HR
Pipelayer
10.16 HR
Laborer [2]
10.16 HR
Truck Driver
10.16 HR
Water Truck Driver
10.16 HR
90200000
Shoring
2.00 DY
Metal Dump Fee
1.00 LS
Pipe Trailer
0.00 HR
LF
27 - Remove 12-inch ACP
91.00
Remove And Replace 12-Inch ACP
91.00 LF
WL- Waterline Crew (100.00 LF/DY, 0.91 DY, 8.00 HR/DY)
91.00 LF
Truck - Crew
7.28 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 23 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Excavator - 35k LB
7.28 HR
Backhoe - Light
7.28 HR
Dump Truck - 10 Wheel
7.28 HR
Water Truck - 2000 Gal
7.28 HR
Foreman
7.28 HR
Operator: Large Equipment [2]
7.28 HR
Pipelayer
7.28 HR
Laborer [2]
7.28 HR
Truck Driver
7.28 HR
Water Truck Driver
7.28 HR
Pipe Trailer
7.28 HR
90200000
Shoring
1.00 DY
Subcontracted-40 Yard Roll Off
1.00 TRIP
Subcontracted-Asbestos Dump Fee
1.00 TRIP
EACH
28 - Cut & Plug 6-inch Watermain
6.00
Chandler Blvd Sta 47+50 To Sta 52+50
3.00 EACH
WL- Waterline Crew (2.00 EACH/DY, 1.50 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
12.00 HR
Backhoe - Light
12.00 HR
Dump Truck - 10 Wheel [0.5]
12.00 HR
Water Truck - 2000 Gal [0.5]
12.00 HR
Foreman
12.00 HR
Operator: Large Equipment [2]
12.00 HR
Pipelayer
12.00 HR
Laborer [2]
12.00 HR
Truck Driver [0.5]
12.00 HR
Water Truck Driver [0.5]
12.00 HR
Excavator - 20k LB
12.00 HR
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
Chandler Blvd Sta 66+50 To St 76+00
3.00 EACH
WL- Waterline Crew (2.00 EACH/DY, 1.50 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
12.00 HR
Backhoe - Light
12.00 HR
Dump Truck - 10 Wheel [0.5]
12.00 HR
Water Truck - 2000 Gal [0.5]
12.00 HR
Foreman
12.00 HR
Operator: Large Equipment [2]
12.00 HR
Pipelayer
12.00 HR
Laborer [2]
12.00 HR
Truck Driver [0.5]
12.00 HR
Water Truck Driver [0.5]
12.00 HR
Excavator - 20k LB
12.00 HR
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
Material Per Bid Item Caps, Piping, DIP And Long Body
6.00 LS
Ready Mix Concrete
31.50 BAG
Trucking (3.50 DY, 0.30 Trucks, 0.21 EACH/HR)
6.00 EACH
EACH
29 - Cut & Plug 8-inch Watermain
5.00
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 24 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Chandler Blvd Sta 38+00 To Sta 42+50
1.00 EACH
100AA00003
Aggregate - ABC MAG Spec
1.10 TON
WL- Waterline Crew (2.00 EACH/DY, 0.50 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
4.00 HR
Backhoe - Light
4.00 HR
Dump Truck - 10 Wheel [0.5]
4.00 HR
Water Truck - 2000 Gal [0.5]
4.00 HR
Foreman
4.00 HR
Operator: Large Equipment [2]
4.00 HR
Pipelayer
4.00 HR
Laborer [2]
4.00 HR
Truck Driver [0.5]
4.00 HR
Water Truck Driver [0.5]
4.00 HR
Excavator - 20k LB
4.00 HR
Chandler Blvd Sta 42+50 To Sta 47+50
2.00 EACH
100AA00003
Aggregate - ABC MAG Spec
2.20 TON
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
8.00 HR
Backhoe - Light
8.00 HR
Dump Truck - 10 Wheel [0.5]
8.00 HR
Water Truck - 2000 Gal [0.5]
8.00 HR
Foreman
8.00 HR
Operator: Large Equipment [2]
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver [0.5]
8.00 HR
Water Truck Driver [0.5]
8.00 HR
Excavator - 20k LB
8.00 HR
Chandler Blvd Sta 71+00 To Sta 76+00
2.00 EACH
100AA00003
Aggregate - ABC MAG Spec
2.20 TON
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
8.00 HR
Backhoe - Light
8.00 HR
Dump Truck - 10 Wheel [0.5]
8.00 HR
Water Truck - 2000 Gal [0.5]
8.00 HR
Foreman
8.00 HR
Operator: Large Equipment [2]
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver [0.5]
8.00 HR
Water Truck Driver [0.5]
8.00 HR
Excavator - 20k LB
8.00 HR
Material Per Bid Item Caps, Piping, DIP And Long Body
5.00 LS
Ready Mix Concrete
26.25 BAG
Dump Fee - Dirt
5.00 LOAD
Trucking (4.00 DY, 0.22 Trucks, 0.16 EACH/HR)
5.00 EACH
EACH
30 - Cut & Plug 12-inch Watermain
11.00
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 25 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Chandler Blvd Sta 28+00 To Sta 33+00
2.00 EACH
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
8.00 HR
Excavator - 35k LB
8.00 HR
Backhoe - Light
8.00 HR
Dump Truck - 10 Wheel
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Foreman
8.00 HR
Operator: Large Equipment [2]
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver
8.00 HR
Water Truck Driver
8.00 HR
100AA00003
Aggregate - ABC MAG Spec
2.20 TON
Chandler Blvd Sta 42+50 To Sta 47+50
2.00 EACH
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
8.00 HR
Excavator - 35k LB
8.00 HR
Backhoe - Light
8.00 HR
Dump Truck - 10 Wheel
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Foreman
8.00 HR
Operator: Large Equipment [2]
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver
8.00 HR
Water Truck Driver
8.00 HR
100AA00003
Aggregate - ABC MAG Spec
2.20 TON
Chandler Blvd Sta 52+50 To Sta 57+50
2.00 EACH
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
8.00 HR
Excavator - 35k LB
8.00 HR
Backhoe - Light
8.00 HR
Dump Truck - 10 Wheel
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Foreman
8.00 HR
Operator: Large Equipment [2]
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver
8.00 HR
Water Truck Driver
8.00 HR
100AA00003
Aggregate - ABC MAG Spec
2.20 TON
Chandler Blvd Sta 57+50 To Sta 61+50
2.00 EACH
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
8.00 HR
Excavator - 35k LB
8.00 HR
Backhoe - Light
8.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 26 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Dump Truck - 10 Wheel
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Foreman
8.00 HR
Operator: Large Equipment [2]
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver
8.00 HR
Water Truck Driver
8.00 HR
100AA00003
Aggregate - ABC MAG Spec
2.20 TON
Chandler Blvd Sta 28+00 To Sta 33+00
2.00 EACH
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
8.00 HR
Excavator - 35k LB
8.00 HR
Backhoe - Light
8.00 HR
Dump Truck - 10 Wheel
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Foreman
8.00 HR
Operator: Large Equipment [2]
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver
8.00 HR
Water Truck Driver
8.00 HR
100AA00003
Aggregate - ABC MAG Spec
2.20 TON
Chandler Blvd Sta 57+50 To Sta 62+00
1.00 EACH
WL- Waterline Crew (2.00 EACH/DY, 0.50 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
4.00 HR
Excavator - 35k LB
4.00 HR
Backhoe - Light
4.00 HR
Dump Truck - 10 Wheel
4.00 HR
Water Truck - 2000 Gal
4.00 HR
Foreman
4.00 HR
Operator: Large Equipment [2]
4.00 HR
Pipelayer
4.00 HR
Laborer [2]
4.00 HR
Truck Driver
4.00 HR
Water Truck Driver
4.00 HR
100AA00003
Aggregate - ABC MAG Spec
0.55 TON
Material Per Bid Item Caps, Piping, DIP And Long Body
12.00 LS
Trucking (1.00 DY, 3.80 Trucks, 1.38 EACH/HR)
11.00 EACH
Dump Fee - Dirt
11.00 LOAD
Ready Mix Concrete
57.75 BAG
EACH
31 - Remove 12-inch Gate Valve Backfill With 1/2 Sack CLSM
3.00
Chandler Blvd Sta 28+00 To Sta 33+00
3.00 EACH
WL-Water Service Box & Cover Crew (4.00 EACH/DY, 0.75 DY, 8.00
HR/DY)
3.00 EACH
Truck - Crew
6.00 HR
Backhoe - Light
6.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 27 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Water Truck - 2000 Gal
6.00 HR
Foreman
6.00 HR
Operator: Small Equipment
6.00 HR
Pipelayer
6.00 HR
Laborer
6.00 HR
Water Truck Driver
6.00 HR
Pipe Trailer
6.00 HR
Material Per Bid Item
3.00 LS
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
15.75 YARD
EACH
32 - Remove 12-Inch Gate Valve And Cover
7.00
WL-Water Service Box & Cover Crew (4.00 EACH/DY, 1.75 DY, 8.00
HR/DY)
7.00 EACH
Truck - Crew
14.00 HR
Backhoe - Light
14.00 HR
Water Truck - 2000 Gal
14.00 HR
Foreman
14.00 HR
Operator: Small Equipment
14.00 HR
Pipelayer
14.00 HR
Laborer
14.00 HR
Water Truck Driver
14.00 HR
Pipe Trailer
14.00 HR
Material Per Bid Item
5.00 LS
EACH
34 - Remove 6-inch Gate Valve Backfill With 1/2 Sack CLSM
1.00
Chandler Blvd Sta 28+00 To Sta 33+00
1.00 EACH
WL-Water Service Box & Cover Crew (4.00 EACH/DY, 0.25 DY, 8.00
HR/DY)
1.00 EACH
Truck - Crew
2.00 HR
Backhoe - Light
2.00 HR
Water Truck - 2000 Gal
2.00 HR
Foreman
2.00 HR
Operator: Small Equipment
2.00 HR
Pipelayer
2.00 HR
Laborer
2.00 HR
Water Truck Driver
2.00 HR
Pipe Trailer
2.00 HR
Material Per Bid Item
1.00 LS
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
5.25 YARD
LF
35 - Remove 24-inch SRP Irrigation Pipe
5.00
Waterline Intersection
5.00 LF
Water Main Installation
5.00 LF
WL- Waterline Crew (20.00 LF/DY, 0.25 DY, 8.00 HR/DY)
5.00 LF
Truck - Crew
2.00 HR
Excavator - 35k LB
2.00 HR
Backhoe - Light
2.00 HR
Dump Truck - 10 Wheel
2.00 HR
Water Truck - 2000 Gal
2.00 HR
Skid Steer with Cold Planer
2.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 28 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Operator: Large Equipment [2]
2.00 HR
Pipelayer [2]
2.00 HR
Laborer [2]
2.00 HR
Truck Driver
2.00 HR
Water Truck Driver
2.00 HR
Foreman
2.00 HR
90200000
Shoring
0.25 DY
Excavator - 20k LB
2.00 HR
Operator: Small Equipment
2.00 HR
EACH
36 - Cut & Plug 24-inch Irrigation Pipe
2.00
Water Main Installation
2.00 EACH
WL- Waterline Crew (4.00 EACH/DY, 0.50 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
4.00 HR
Backhoe - Light
4.00 HR
Dump Truck - 10 Wheel
4.00 HR
Operator: Large Equipment
4.00 HR
Pipelayer
4.00 HR
Laborer
4.00 HR
Truck Driver [0]
4.00 HR
Water Truck Driver [0]
4.00 HR
Foreman
4.00 HR
Miscellaneous Pipe Plug Materials
1.00 LS
LF
37 - 12-Inch Intersection Waterline Work
879.00
Waterline Intersection
879.00 LF
Vertical Realignments
4.00 EACH
Vertical Realignment (0.38 EACH/DY, 8.00 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
64.00 HR
Excavator - 35k LB
64.00 HR
Backhoe - Light
64.00 HR
Dump Truck - 10 Wheel
64.00 HR
Water Truck - 2000 Gal
64.00 HR
Operator: Large Equipment [2]
64.00 HR
Pipelayer [2]
64.00 HR
Laborer [2]
64.00 HR
Truck Driver
64.00 HR
Water Truck Driver
64.00 HR
Foreman
64.00 HR
Skid Steer with Cold Planer
64.00 HR
90200000
Shoring
8.00 DY
90200000
Plates [20]
8.00 DY
Pipe Trailer
64.00 HR
NW Corner Vertical Realignment (0.25 EACH/DY, 4.00 DY, 8.00
HR/DY)
1.00 EACH
Truck - Crew
32.00 HR
Backhoe - Light
32.00 HR
Dump Truck - 10 Wheel
32.00 HR
Water Truck - 2000 Gal
32.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 29 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Operator: Large Equipment [2]
32.00 HR
Pipelayer [2]
32.00 HR
Laborer [2]
32.00 HR
Truck Driver
32.00 HR
Water Truck Driver
32.00 HR
Foreman
32.00 HR
Excavator - 75k LB
32.00 HR
90200000
Shoring
4.00 DY
Skid Steer with Cold Planer
32.00 HR
90200000
Plates [20]
4.00 DY
Pipe Trailer
32.00 HR
Water Main Installation
879.00 LF
WL- Waterline Crew (38.12 LF/DY, 17.00 DY, 8.00 HR/DY)
648.00 LF
Truck - Crew
136.00 HR
Excavator - 35k LB
136.00 HR
Backhoe - Light
136.00 HR
Dump Truck - 10 Wheel
136.00 HR
Water Truck - 2000 Gal
136.00 HR
Skid Steer with Cold Planer
136.00 HR
Operator: Large Equipment [2]
136.00 HR
Pipelayer [2]
136.00 HR
Laborer [2]
136.00 HR
Truck Driver
136.00 HR
Water Truck Driver
136.00 HR
Foreman
136.00 HR
90200000
Shoring
17.00 DY
90200000
Plates [20]
30.00 DY
Pipe Trailer
136.00 HR
NW Corner Installation (38.00 LF/DY, 6.08 DY, 8.00 HR/DY)
231.00 LF
Truck - Crew
48.63 HR
Excavator - 75k LB
48.63 HR
Skid Steer with Cold Planer
48.63 HR
Backhoe - Light
48.63 HR
Dump Truck - 10 Wheel
48.63 HR
Water Truck - 2000 Gal
48.63 HR
Operator: Large Equipment [2]
48.63 HR
Pipelayer [2]
48.63 HR
Laborer [2]
48.63 HR
Truck Driver
48.63 HR
Water Truck Driver
48.63 HR
Foreman
48.63 HR
90200000
Shoring
6.08 DY
90200000
Plates [20]
6.08 DY
Pipe Trailer
48.63 HR
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
506.10 YARD
Material Handling (Pipe, AB, Haul Off) (21.44 LF/DY, 41.00 DY, 8.00
HR/DY)
879.00 LF
Wheel Loader - 40k LB
328.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 30 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Operator: Large Equipment
328.00 HR
Water Truck Driver [0.5]
328.00 HR
Water Truck - 2000 Gal [0.5]
328.00 HR
Utlity Conflicts
36.00 EACH
Existing Utility Conflicts (6.00 EACH/DY, 6.00 DY, 8.00 HR/DY)
36.00 EACH
Truck - Crew
48.00 HR
Excavator - 35k LB
48.00 HR
Backhoe - Light
48.00 HR
Dump Truck - 10 Wheel
48.00 HR
Water Truck - 2000 Gal
48.00 HR
Excavator - 20k LB
48.00 HR
Skid Steer with Cold Planer
48.00 HR
90200000
Shoring
6.00 DY
90200000
Plates
6.00 DY
Operator: Large Equipment [2]
48.00 HR
Pipelayer [2]
48.00 HR
Laborer [2]
48.00 HR
Truck Driver
48.00 HR
Water Truck Driver
48.00 HR
Foreman
48.00 HR
Operator: Small Equipment
48.00 HR
WL-Gate Valve 12in Appurtenance Crew (4.00 EACH/DY, 0.50 DY,
8.00 HR/DY)
2.00 EACH
Truck - Crew
4.00 HR
Backhoe - Light
4.00 HR
Water Truck - 2000 Gal
4.00 HR
Excavator - 35k LB
4.00 HR
Dump Truck - 10 Wheel
4.00 HR
Skid Steer with Cold Planer
4.00 HR
90200000
Shoring
0.50 DY
90200000
Plates [20]
0.50 DY
Foreman
4.00 HR
Operator: Large Equipment [2]
4.00 HR
Pipelayer [2]
4.00 HR
Laborer [2]
4.00 HR
Water Truck Driver
4.00 HR
Truck Driver
4.00 HR
Pipe Trailer
4.00 HR
Valve Adjustments (4.00 EACH/DY, 1.50 DY, 8.00 HR/DY)
6.00 EACH
Truck - Crew
12.00 HR
Air Compressor - 185CFM
12.00 HR
Foreman
12.00 HR
Laborer [2]
12.00 HR
Soft Dig Support
879.00 LF
GC-Combo Hydro Truck Crew (87.90 LF/DY, 10.00 DY, 8.00 HR/DY)
879.00 LF
Combo Truck
80.00 HR
Combo Truck Operator
80.00 HR
Laborer
80.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 31 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Material Per Bid Item Pipe And Fittings
1.00 LS
Trucking (5.50 DY, 9.99 Trucks, 19.98 LF/HR)
879.00 LF
Dump Fee - Dirt
45.00 LOAD
10090010
GC-Chlorine & Pressure Test
6.00 DY
GC-Chlorine & Pressure Test Crew (1.00 DY/DY, 6.00 DY, 8.00
HR/DY)
6.00 DY
Truck - Crew
48.00 HR
Backhoe - Light
48.00 HR
Water Truck - 2000 Gal
48.00 HR
Hydrostatic Test Pump Trailer
48.00 HR
Foreman
48.00 HR
Operator: Small Equipment
48.00 HR
Pipelayer
48.00 HR
Laborer
48.00 HR
Water Truck Driver
48.00 HR
Subcontracted-Chlorine & Pressure Test
1.00 LS
LF
38 - 12-Inch Class 350 DIP Watermain W/Polywrap, Valves,
Fittings, Vertical/Horizontal Alignment's, & Gate Valves Misc.
7,375.00
Material Per Bid Item
1.00 LS
Vertical Realignment
1.00 LS
LF
39 - 8-inch Class 350 DIP Watermain With Polywrap, Fittings, And
Valves
236.00
WL- Waterline Crew (49.78 LF/DY, 4.74 DY, 8.00 HR/DY)
236.00 LF
Truck - Crew
37.93 HR
Excavator - 35k LB
37.93 HR
Backhoe - Light
37.93 HR
Dump Truck - 10 Wheel
37.93 HR
Water Truck - 2000 Gal
37.93 HR
Excavator Compaction Wheel
37.93 HR
Operator: Large Equipment
37.93 HR
Pipelayer
37.93 HR
Laborer [2]
37.93 HR
Truck Driver
37.93 HR
Water Truck Driver
37.93 HR
Foreman
37.93 HR
Operator: Small Equipment
37.93 HR
Skid Steer with Cold Planer
37.93 HR
Pipe Trailer
37.93 HR
WL-Gate Valve 8in Appurtenance Crew (4.00 EACH/DY, 1.00 DY, 8.00
HR/DY)
4.00 EACH
Truck - Crew
8.00 HR
Dump Truck - 10 Wheel
8.00 HR
Backhoe - Light
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Excavator - 35k LB
8.00 HR
Excavator Compaction Wheel
8.00 HR
Foreman
8.00 HR
Operator: Small Equipment
8.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 32 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Water Truck Driver
8.00 HR
Truck Driver
8.00 HR
Operator: Large Equipment
8.00 HR
Skid Steer with Cold Planer
8.00 HR
Pipe Trailer
8.00 HR
Vertical Realignment (1.00 EACH/DY, 2.50 DY, 8.00 HR/DY)
2.50 EACH
Truck - Crew
20.00 HR
Excavator - 35k LB
20.00 HR
Backhoe - Light
20.00 HR
Dump Truck - 10 Wheel
20.00 HR
Water Truck - 2000 Gal
20.00 HR
Operator: Large Equipment
20.00 HR
Pipelayer
20.00 HR
Laborer [2]
20.00 HR
Truck Driver
20.00 HR
Water Truck Driver
20.00 HR
Foreman
20.00 HR
Operator: Small Equipment
20.00 HR
Excavator Compaction Wheel
20.00 HR
Skid Steer with Cold Planer
20.00 HR
Pipe Trailer
20.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
180.40 TON
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
7.88 YARD
110ZZ00001
Cement - Concrete Mix 60#
8.00 BAG
Vertical Realignment
1.00 LS
90200000
Shoring
11.00 DY
90200000
Plates [8]
18.00 DY
Trucking (5.00 DY, 0.63 Trucks, 5.90 LF/HR)
236.00 LF
Dump Fee - Dirt
10.00 LOAD
RH-Manhole Adjust Crew (4.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
4.00 EACH
Truck - Crew
8.00 HR
Air Compressor - 185CFM
8.00 HR
Foreman
8.00 HR
Laborer [2]
8.00 HR
LF
40 - 6-Inch Class 350 DIP Watermain W/Polywrap, Fittings, And
Valves
321.00
WL- Waterline Crew (36.25 LF/DY, 8.86 DY, 8.00 HR/DY)
321.00 LF
Truck - Crew
70.84 HR
Excavator - 20k LB
70.84 HR
Backhoe - Light
70.84 HR
Dump Truck - 10 Wheel
70.84 HR
Water Truck - 2000 Gal
70.84 HR
Excavator Compaction Wheel
70.84 HR
Operator: Large Equipment
70.84 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 33 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Pipelayer
70.84 HR
Laborer [2]
70.84 HR
Truck Driver
70.84 HR
Water Truck Driver
70.84 HR
Foreman
70.84 HR
Operator: Small Equipment
70.84 HR
Skid Steer with Cold Planer
70.84 HR
Pipe Trailer
70.84 HR
WL-Gate Valve 6in Appurtenance Crew (6.00 EACH/DY, 2.67 DY, 8.00
HR/DY)
16.00 EACH
Truck - Crew
21.33 HR
Backhoe - Light
21.33 HR
Water Truck - 2000 Gal
21.33 HR
Dump Truck - 10 Wheel
21.33 HR
Excavator - 20k LB
21.33 HR
Excavator Compaction Wheel
21.33 HR
Foreman
21.33 HR
Operator: Small Equipment
21.33 HR
Pipelayer
21.33 HR
Laborer [2]
21.33 HR
Water Truck Driver
21.33 HR
Truck Driver
21.33 HR
Operator: Large Equipment
21.33 HR
Skid Steer with Cold Planer
21.33 HR
Pipe Trailer
21.33 HR
Vertical Realignment (1.00 EACH/DY, 4.50 DY, 8.00 HR/DY)
4.50 EACH
Truck - Crew
36.00 HR
Backhoe - Light
36.00 HR
Dump Truck - 10 Wheel
36.00 HR
Water Truck - 2000 Gal
36.00 HR
Excavator - 20k LB
36.00 HR
Operator: Large Equipment
36.00 HR
Pipelayer
36.00 HR
Laborer [2]
36.00 HR
Truck Driver
36.00 HR
Water Truck Driver
36.00 HR
Foreman
36.00 HR
Operator: Small Equipment
36.00 HR
Skid Steer with Cold Planer
36.00 HR
Pipe Trailer
36.00 HR
90200000
Shoring
12.00 DY
90200000
Plates [8]
12.00 DY
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
227.70 TON
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
18.90 YARD
110ZZ00001
Cement - Concrete Mix 60#
35.00 BAG
Trucking (4.00 DY, 1.06 Trucks, 10.03 LF/HR)
321.00 LF
Dump Fee - Dirt
4.00 LOAD
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 34 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Vertical Realignment
1.00 LS
RH-Manhole Adjust Crew (4.00 EACH/DY, 4.00 DY, 8.00 HR/DY)
16.00 EACH
Truck - Crew
32.00 HR
Air Compressor - 185CFM
32.00 HR
Foreman
32.00 HR
Laborer [2]
32.00 HR
LF
41 - 4-inch Class 350 DIP Watermain W/PolyWrap
44.00
WL- Waterline Crew (44.00 LF/DY, 1.00 DY, 8.00 HR/DY)
44.00 LF
Truck - Crew
8.00 HR
Backhoe - Light
8.00 HR
Dump Truck - 10 Wheel
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Excavator Compaction Wheel
8.00 HR
Operator: Large Equipment [2]
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver
8.00 HR
Water Truck Driver
8.00 HR
Foreman
8.00 HR
Excavator - 20k LB
8.00 HR
Pipe Trailer
8.00 HR
WL-Gate Valve 4in Appurtenance Crew (4.00 EACH/DY, 0.50 DY, 8.00
HR/DY)
2.00 EACH
Truck - Crew
4.00 HR
Excavator - 20k LB
4.00 HR
Backhoe - Light
4.00 HR
Water Truck - 2000 Gal
4.00 HR
Dump Truck - 10 Wheel
4.00 HR
Foreman
4.00 HR
Operator: Small Equipment [2]
4.00 HR
Pipelayer [2]
4.00 HR
Laborer [2]
4.00 HR
Water Truck Driver
4.00 HR
Truck Driver
4.00 HR
Pipe Trailer
4.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
22.00 TON
90200000
Shoring
3.00 DY
90200000
Plates [4]
3.00 DY
Trucking (1.00 DY, 0.52 Trucks, 5.50 LF/HR)
44.00 LF
Dump Fee - Dirt
1.00 LOAD
EACH
42 - Install 12-inch Perma Seal Valve
3.00
GC-Combo Hydro Truck Crew (1.00 EACH/DY, 3.00 DY, 8.00 HR/DY)
3.00 EACH
Combo Truck
24.00 HR
Combo Truck Operator
30.00 HR
Laborer
30.00 HR
WL- Waterline Crew (0.75 EACH/DY, 4.00 DY, 8.00 HR/DY)
3.00 EACH
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 35 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Truck - Crew
32.00 HR
Excavator - 35k LB
32.00 HR
Backhoe - Light
32.00 HR
Dump Truck - 10 Wheel
32.00 HR
Water Truck - 2000 Gal
32.00 HR
Operator: Large Equipment [2]
32.00 HR
Pipelayer [2]
32.00 HR
Laborer [2]
32.00 HR
Truck Driver
32.00 HR
Water Truck Driver
32.00 HR
Foreman
32.00 HR
Material Per Bid Item
1.00 LS
90200000
Shoring
6.00 DY
Subcontracted-Mueller Valve Sub
3.00 EACH
Trucking (1.00 DY, 0.75 Trucks, 0.38 EACH/HR)
3.00 EACH
Dump Fee - Dirt
3.00 LOAD
EACH
43 - Install 12-inch Inserta Valve Romac Industries Or Approved
Equivalent
3.00
WL- Waterline Crew (0.75 EACH/DY, 4.00 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
32.00 HR
Excavator - 35k LB
32.00 HR
Backhoe - Light
32.00 HR
Dump Truck - 10 Wheel
32.00 HR
Water Truck - 2000 Gal
32.00 HR
Excavator - 20k LB
32.00 HR
Excavator Compaction Wheel
32.00 HR
Operator: Large Equipment [2]
32.00 HR
Pipelayer [2]
32.00 HR
Laborer [2]
32.00 HR
Truck Driver
32.00 HR
Water Truck Driver
32.00 HR
Foreman
32.00 HR
Operator: Small Equipment
32.00 HR
GC-Combo Hydro Truck Crew (1.00 EACH/DY, 3.00 DY, 8.00 HR/DY)
3.00 EACH
Combo Truck
24.00 HR
Combo Truck Operator
30.00 HR
Laborer
30.00 HR
Material Per Bid Item
1.00 LS
90200000
Shoring
6.00 DY
Subcontracted-Inserta Valve Sub
3.00 EACH
Trucking (1.00 DY, 1.04 Trucks, 0.38 EACH/HR)
3.00 EACH
Dump Fee - Dirt
3.00 LOAD
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
31.50 YARD
EACH
44 - 12X12 Cut In Tee
1.00
WL- Waterline Crew (0.50 EACH/DY, 2.00 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
16.00 HR
Excavator - 35k LB
16.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 36 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Backhoe - Light
16.00 HR
Dump Truck - 10 Wheel
16.00 HR
Water Truck - 2000 Gal
16.00 HR
Operator: Large Equipment [2]
16.00 HR
Pipelayer
16.00 HR
Laborer [2]
16.00 HR
Truck Driver
16.00 HR
Water Truck Driver
16.00 HR
Foreman
16.00 HR
Excavator Compaction Wheel
16.00 HR
Pipe Trailer
16.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
11.00 TON
90200000
Shoring
3.00 DY
GC-Combo Hydro Truck Crew (1.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
1.00 EACH
Combo Truck
8.00 HR
Combo Truck Operator
10.00 HR
Laborer
10.00 HR
EACH
45 - Install 16-inch Gate Valve
1.00
WL- Waterline Crew (2.00 EACH/DY, 0.50 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
4.00 HR
Excavator - 35k LB
4.00 HR
Backhoe - Light
4.00 HR
Dump Truck - 10 Wheel
4.00 HR
Water Truck - 2000 Gal
4.00 HR
Operator: Large Equipment [2]
4.00 HR
Pipelayer
4.00 HR
Laborer [2]
4.00 HR
Truck Driver
4.00 HR
Water Truck Driver
4.00 HR
Foreman
4.00 HR
Pipe Trailer
4.00 HR
Material Per Bid Item
1.00 LS
90200000
Shoring
3.00 DY
EACH
46 - Install 16 X 8 Tee
1.00
WL- Waterline Crew (0.50 EACH/DY, 2.00 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
16.00 HR
Excavator - 35k LB
16.00 HR
Backhoe - Light
16.00 HR
Dump Truck - 10 Wheel
16.00 HR
Water Truck - 2000 Gal
16.00 HR
Operator: Large Equipment [2]
16.00 HR
Pipelayer
16.00 HR
Laborer [2]
16.00 HR
Truck Driver
16.00 HR
Water Truck Driver
16.00 HR
Foreman
16.00 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 37 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Pipe Trailer
16.00 HR
Material Per Bid Item
1.00 LS
135AA00002
Ready Mix - Slurry ABC Slurry 1/2 Sack
21.00 YARD
Trucking (1.00 DY, 0.50 Trucks, 0.13 EACH/HR)
1.00 EACH
90200000
Shoring
5.00 DY
GC-Combo Hydro Truck Crew (1.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
1.00 EACH
Combo Truck
8.00 HR
Combo Truck Operator
10.00 HR
Laborer
10.00 HR
EACH
47 - Note 29 Thrust Block Installation @ Intersection
4.00
Thrust Blocks (5'6"x2'4"x4'0")
4.00 EACH
CP-Concrete Replace Crew (1.00 EACH/DY, 4.00 DY, 8.00 HR/DY)
4.00 EACH
Truck - Crew
32.00 HR
Backhoe - Light
32.00 HR
Water Truck - 2000 Gal
32.00 HR
Foreman
32.00 HR
Operator: Small Equipment
32.00 HR
Pipelayer
32.00 HR
Laborer
32.00 HR
Water Truck Driver
32.00 HR
Box Trailer
32.00 HR
Material Per Bid Item
4.00 LS
135ZZ00004
Ready Mix Concrete - MAG B 2500
10.50 CY
Form, Cure, Stakes
1.00 LS
140ZZ00003
Rebar - # 4 (1/2in) 10ft
4.40 EACH
EACH
48 - Thrust Block On Chandler Blvd
8.00
Thrust Blocks (3'0"x1'8"x2'0")
8.00 EACH
135ZZ00004
Ready Mix Concrete - MAG B 2500
8.40 CY
140ZZ00003
Rebar - # 4 (1/2in) 10ft
8.80 EACH
CP-Concrete Replace Crew (2.00 EACH/DY, 4.00 DY, 8.00 HR/DY)
8.00 EACH
Truck - Crew
32.00 HR
Backhoe - Light
32.00 HR
Foreman
32.00 HR
Operator: Small Equipment
32.00 HR
Laborer
32.00 HR
Concrete Finisher [2]
32.00 HR
Box Trailer
32.00 HR
Material Per Bid Item
8.00 LS
Concrete - Short Load Fee
8.00 EACH
LF
49 - Concrete Encasement
39.00
Concrete Encasement
39.00 LF
Encasement W1 35' X
39.00 LF
CP-Concrete Replace Crew (0.33 EACH/DY, 3.00 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
24.00 HR
Backhoe - Light
24.00 HR
Foreman
24.00 HR
Operator: Small Equipment
24.00 HR
Chandler Dobson Water Install Project
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Page 38 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Laborer [2]
24.00 HR
Concrete Finisher
24.00 HR
Box Trailer
24.00 HR
Material Per Bid Item
1.00 LS
135ZZ00005
Ready Mix Concrete - MAG C 2000
7.35 CY
140ZZ00003
Rebar - # 4 (1/2in) 10ft
1.10 EACH
EACH
50 - Connect To Existing 12-inch Watermain ACP To DIP Transition
Coupling
5.00
WL- Waterline Crew (1.00 EACH/DY, 5.00 DY, 8.00 HR/DY)
5.00 EACH
Truck - Crew
40.00 HR
Excavator - 35k LB
40.00 HR
Backhoe - Light
40.00 HR
Dump Truck - 10 Wheel
40.00 HR
Water Truck - 2000 Gal
40.00 HR
Excavator Compaction Wheel
40.00 HR
Operator: Large Equipment
40.00 HR
Pipelayer
40.00 HR
Laborer [2]
40.00 HR
Truck Driver
40.00 HR
Water Truck Driver
40.00 HR
Foreman
40.00 HR
Operator: Small Equipment
40.00 HR
Pipe Trailer
40.00 HR
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 2.50 DY, 8.00 HR/DY)
5.00 EACH
Combo Truck
20.00 HR
Combo Truck Operator
25.00 HR
Laborer
25.00 HR
Material Per Bid Item
5.00 LS
100AA00003
Aggregate - ABC MAG Spec
27.50 TON
90200000
Shoring
6.00 DY
90200000
Plates [6]
5.00 DY
Trucking (3.00 DY, 0.58 Trucks, 0.21 EACH/HR)
5.00 EACH
Dump Fee - Dirt
5.00 LOAD
110ZZ00001
Cement - Concrete Mix 60#
30.00 BAG
EACH
51 - Connect To Existing 12-inch Watermain
6.00
WL- Waterline Crew (1.25 EACH/DY, 4.80 DY, 8.00 HR/DY)
6.00 EACH
Truck - Crew
38.40 HR
Excavator - 35k LB
38.40 HR
Backhoe - Light
38.40 HR
Dump Truck - 10 Wheel
38.40 HR
Water Truck - 2000 Gal
38.40 HR
Excavator Compaction Wheel
38.40 HR
Operator: Large Equipment
38.40 HR
Pipelayer
38.40 HR
Laborer [2]
38.40 HR
Truck Driver
38.40 HR
Water Truck Driver
38.40 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 39 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Foreman
38.40 HR
Operator: Small Equipment
38.40 HR
Pipe Trailer
38.40 HR
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 3.00 DY, 8.00 HR/DY)
6.00 EACH
Combo Truck
24.00 HR
Combo Truck Operator
36.00 HR
Laborer
36.00 HR
Material Per Bid Item
6.00 LS
100AA00003
Aggregate - ABC MAG Spec
33.00 TON
90200000
Shoring
11.00 DY
90200000
Plates [6]
5.00 DY
Trucking (3.00 DY, 0.69 Trucks, 0.25 EACH/HR)
6.00 EACH
Dump Fee - Dirt [6]
0.00 LOAD
EACH
53 - Connect To Existing 8-inch PVC Watermain To DIP Transition
Coupling
2.00
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
8.00 HR
Excavator - 20k LB
8.00 HR
Backhoe - Light
8.00 HR
Dump Truck - 10 Wheel
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Operator: Large Equipment
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver
8.00 HR
Water Truck Driver
8.00 HR
Foreman
8.00 HR
Operator: Small Equipment
8.00 HR
Excavator Compaction Wheel
8.00 HR
Pipe Trailer
8.00 HR
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Combo Truck
8.00 HR
Combo Truck Operator
10.00 HR
Laborer
10.00 HR
Material Per Bid Item
2.00 LS
100AA00003
Aggregate - ABC MAG Spec
5.50 TON
90200000
Shoring [3]
2.00 DY
90200000
Plates [3]
5.00 DY
Trucking (1.00 DY, 0.69 Trucks, 0.25 EACH/HR)
2.00 EACH
Dump Fee - Dirt
2.00 LOAD
EACH
54 - Connect To Existing 6" ACP Watermain ACP To DIP Coupling
4.00
WL- Waterline Crew (1.50 EACH/DY, 2.67 DY, 8.00 HR/DY)
4.00 EACH
Truck - Crew
21.33 HR
Backhoe - Light
21.33 HR
Dump Truck - 10 Wheel
21.33 HR
Water Truck - 2000 Gal
21.33 HR
Operator: Large Equipment
21.33 HR
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 40 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Pipelayer
21.33 HR
Laborer [2]
21.33 HR
Truck Driver
21.33 HR
Water Truck Driver
21.33 HR
Foreman
21.33 HR
Operator: Small Equipment
21.33 HR
Excavator - 20k LB
21.33 HR
Excavator Compaction Wheel
21.33 HR
Pipe Trailer
21.33 HR
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 2.00 DY, 8.00 HR/DY)
4.00 EACH
Combo Truck
16.00 HR
Combo Truck Operator
20.00 HR
Laborer
20.00 HR
Material Per Bid Item
4.00 LS
100AA00003
Aggregate - ABC MAG Spec
13.20 TON
90200000
Shoring
5.00 DY
Trucking (1.00 DY, 1.38 Trucks, 0.50 EACH/HR)
4.00 EACH
Dump Fee - Dirt
4.00 LOAD
90200000
Plates
6.00 DY
110ZZ00001
Cement - Concrete Mix 60#
30.00 BAG
EACH
55 - Connect To Existing 6-inch Watermain Not ACP
1.00
WL- Waterline Crew (2.00 EACH/DY, 0.50 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
4.00 HR
Backhoe - Light
4.00 HR
Dump Truck - 10 Wheel
4.00 HR
Water Truck - 2000 Gal
4.00 HR
Operator: Large Equipment
4.00 HR
Pipelayer
4.00 HR
Laborer [2]
4.00 HR
Truck Driver
4.00 HR
Water Truck Driver
4.00 HR
Foreman
4.00 HR
Operator: Small Equipment
4.00 HR
Excavator - 20k LB
4.00 HR
Excavator Compaction Wheel
4.00 HR
Pipe Trailer
4.00 HR
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 0.50 DY, 8.00 HR/DY)
1.00 EACH
Combo Truck
4.00 HR
Combo Truck Operator
5.00 HR
Laborer
5.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
90200000
Shoring
1.00 DY
Trucking (1.00 DY, 0.35 Trucks, 0.13 EACH/HR)
1.00 EACH
90200000
Plates
2.00 DY
Dump Fee - Dirt
1.00 LOAD
EACH
56 - Connect To Existing 4" DIP Main
2.00
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Page 41 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
WL- Waterline Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
8.00 HR
Backhoe - Light
8.00 HR
Dump Truck - 10 Wheel
8.00 HR
Water Truck - 2000 Gal
8.00 HR
Operator: Large Equipment
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Truck Driver
8.00 HR
Water Truck Driver
8.00 HR
Foreman
8.00 HR
Operator: Small Equipment
8.00 HR
Excavator - 20k LB
8.00 HR
Excavator Compaction Wheel
8.00 HR
Pipe Trailer
8.00 HR
GC-Combo Hydro Truck Crew (2.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
2.00 EACH
Combo Truck
8.00 HR
Combo Truck Operator
10.00 HR
Laborer
10.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
6.60 TON
90200000
Shoring
1.00 DY
Trucking (1.00 DY, 0.69 Trucks, 0.25 EACH/HR)
2.00 EACH
90200000
Plates [2]
2.00 DY
Dump Fee - Dirt
2.00 LOAD
EACH
57 - Fire Hydrant Assembly COC Standard Detail C-303 & C-305
11.00
WL- Fire Hydrant Domestic Water Wet Barrel Crew (1.00 EACH/DY,
11.00 DY, 8.00 HR/DY)
11.00 EACH
Truck - Crew
88.00 HR
Excavator - 10k LB
88.00 HR
Backhoe - Light
88.00 HR
Pipe Trailer
88.00 HR
Water Truck - 2000 Gal [0.5]
88.00 HR
Foreman
88.00 HR
Operator: Large Equipment
88.00 HR
Operator: Small Equipment
88.00 HR
Pipelayer
88.00 HR
Laborer [2]
88.00 HR
Water Truck Driver [0.5]
88.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
24.20 TON
EACH
58 - 4-inch Bollard Type 1 COC Standard Detail C-105 & Mag
Standard Detail 140
4.00
WL-Bollard Crew (16.00 EACH/DY, 0.25 DY, 8.00 HR/DY)
4.00 EACH
Truck - Crew
2.00 HR
Backhoe - Light [2]
2.00 HR
Foreman
2.00 HR
Pipelayer
2.00 HR
Chandler Dobson Water Install Project
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Page 42 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Laborer
2.00 HR
Subcontracted-Bollards
4.00 EACH
LF
59 - 1" Type K Soft Copper Service Line COC Standard Detail C-301
115.00
WL-Water Service 1in W/ Box & Cover Crew (50.57 LF/DY, 2.27 DY,
8.00 HR/DY)
115.00 LF
Truck - Crew
18.19 HR
Water Truck - 2000 Gal [0.5]
18.19 HR
Foreman
18.19 HR
Pipelayer
18.19 HR
Laborer [2]
18.19 HR
Water Truck Driver [0.5]
18.19 HR
Operator: Large Equipment
18.19 HR
Pipe Trailer
18.19 HR
Backhoe - Light
18.19 HR
Excavator - 10k LB
18.19 HR
Operator: Small Equipment
18.19 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
27.50 TON
90200000
Plates [4]
4.00 DY
90200000
Shoring
4.00 DY
LF
60 - 1.5" Copper Service Line COC Standard Detail C-301
237.00
WL-Water Service 1.5in W/ Box & Cover Crew (89.50 LF/DY, 2.65 DY,
8.00 HR/DY)
237.00 LF
Truck - Crew
21.18 HR
Water Truck - 2000 Gal [0.5]
21.18 HR
Pipe Trailer
21.18 HR
Backhoe - Light
21.18 HR
Excavator - 10k LB
21.18 HR
Foreman
21.18 HR
Pipelayer
21.18 HR
Laborer [2]
21.18 HR
Water Truck Driver [0.5]
21.18 HR
Operator: Large Equipment
21.18 HR
Operator: Small Equipment
21.18 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
55.00 TON
90200000
Plates [4]
4.00 DY
90200000
Shoring
4.00 DY
LF
61 - 2" Rigid Copper Service Line COC Standard Detail C-301
81.00
WL-Water Service 2in W/ Box & Cover Crew (73.00 LF/DY, 1.11 DY,
8.00 HR/DY)
81.00 LF
Truck - Crew
8.88 HR
Water Truck - 2000 Gal [0.5]
8.88 HR
Pipe Trailer
8.88 HR
Backhoe - Light
8.88 HR
Excavator - 10k LB
8.88 HR
Foreman
8.88 HR
Pipelayer
8.88 HR
Chandler Dobson Water Install Project
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Page 43 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Laborer [2]
8.88 HR
Water Truck Driver [0.5]
8.88 HR
Operator: Large Equipment
8.88 HR
Operator: Small Equipment
8.88 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
18.70 TON
90200000
Shoring
2.00 DY
90200000
Plates [4]
2.00 DY
EACH
62 - Locate & Connect Existing Services
17.00
WL- Waterline Crew (3.00 EACH/DY, 5.67 DY, 8.00 HR/DY)
17.00 EACH
Truck - Crew
45.33 HR
Backhoe - Light
45.33 HR
Excavator - 10k LB
45.33 HR
Operator: Large Equipment
45.33 HR
Pipelayer
45.33 HR
Laborer
45.33 HR
Foreman
45.33 HR
Operator: Small Equipment
45.33 HR
Material Per Bid Item
17.00 LS
100AA00003
Aggregate - ABC MAG Spec
18.70 TON
EACH
63 - 1" Backflow Preventer & Enclosure COC Standard Detail C-311
3.00
Backflow Preventer Small (1.00 EACH/DY, 3.00 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
24.00 HR
Water Truck - 2000 Gal [0.5]
24.00 HR
Pipe Trailer
24.00 HR
Backhoe - Light
24.00 HR
Excavator - 10k LB
24.00 HR
Foreman
24.00 HR
Pipelayer
24.00 HR
Laborer [2]
24.00 HR
Water Truck Driver [0.5]
24.00 HR
Operator: Large Equipment
24.00 HR
Operator: Small Equipment
24.00 HR
CP-Concrete Sidewalk Crew (1.00 EACH/DY, 3.00 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
24.00 HR
Box Trailer
24.00 HR
Foreman
24.00 HR
Concrete Finisher [3]
24.00 HR
Laborer
24.00 HR
Material Per Bid Item
3.00 LS
100AA00003
Aggregate - ABC MAG Spec
9.90 TON
Material Per Bid Item Concrete
1.00 LS
135ZZ00004
Ready Mix Concrete - MAG B 2500
3.15 CY
Concrete - Short Load Fee
3.00 EACH
Subcontracted-Certification
3.00 DY
EACH
64 - 1.5" Backflow Preventer & Enclosure COC Standard Detail C-
311
3.00
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Page 44 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Backflow Preventer Small (1.00 EACH/DY, 3.00 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
24.00 HR
Water Truck - 2000 Gal [0.5]
24.00 HR
Pipe Trailer
24.00 HR
Backhoe - Light
24.00 HR
Excavator - 10k LB
24.00 HR
Foreman
24.00 HR
Pipelayer
24.00 HR
Laborer [2]
24.00 HR
Water Truck Driver [0.5]
24.00 HR
Operator: Large Equipment
24.00 HR
Operator: Small Equipment
24.00 HR
CP-Concrete Sidewalk Crew (1.00 EACH/DY, 3.00 DY, 8.00 HR/DY)
3.00 EACH
Truck - Crew
24.00 HR
Box Trailer
24.00 HR
Foreman
24.00 HR
Concrete Finisher [3]
24.00 HR
Laborer
24.00 HR
Material Per Bid Item
3.00 LS
100AA00003
Aggregate - ABC MAG Spec
9.90 TON
Subcontracted-Certification
3.00 DY
Material Per Bid Item Concrete
1.00 LS
135ZZ00004
Ready Mix Concrete - MAG B 2500
3.15 CY
Concrete - Short Load Fee
3.00 EACH
EACH
65 - 2" Backflow Preventer & Enclosure COC Standard Detail C-302
1.00
Backflow Preventer Small (0.75 EACH/DY, 1.33 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
10.67 HR
Water Truck - 2000 Gal [0.5]
10.67 HR
Pipe Trailer
10.67 HR
Backhoe - Light
10.67 HR
Excavator - 10k LB
10.67 HR
Foreman
10.67 HR
Pipelayer
10.67 HR
Laborer [2]
10.67 HR
Water Truck Driver [0.5]
10.67 HR
Operator: Large Equipment
10.67 HR
Operator: Small Equipment
10.67 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
3.30 TON
Subcontracted-Certification
1.00 DY
Material Per Bid Item Concrete
1.00 LS
135ZZ00004
Ready Mix Concrete - MAG B 2500
1.05 CY
Concrete - Short Load Fee
1.00 EACH
CP-Concrete Sidewalk Crew (1.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
8.00 HR
Box Trailer
8.00 HR
Foreman
8.00 HR
Chandler Dobson Water Install Project
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Page 45 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Concrete Finisher [3]
8.00 HR
Laborer
8.00 HR
EACH
66 - 4-inch Backflow Preventer COC Standard Detail C-315
1.00
WL-Double Check Backflow Preventer 4in Appurtenance Crew (0.75
EACH/DY, 1.33 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
10.67 HR
Backhoe - Light
10.67 HR
Water Truck - 2000 Gal
10.67 HR
Foreman
10.67 HR
Operator: Small Equipment
10.67 HR
Pipelayer
10.67 HR
Laborer [2]
10.67 HR
Water Truck Driver
10.67 HR
Excavator - 20k LB
10.67 HR
Dump Truck - 10 Wheel
10.67 HR
Operator: Large Equipment
10.67 HR
Excavator Compaction Wheel
10.67 HR
Pipe Trailer
10.67 HR
CP-Concrete Sidewalk Crew (0.50 EACH/DY, 2.00 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
16.00 HR
Box Trailer
16.00 HR
Foreman
16.00 HR
Concrete Finisher [3]
16.00 HR
Laborer
16.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
5.50 TON
Subcontracted-Certfication
1.00 DY
Material Per Bid Item Concrete
1.00 LS
135ZZ00004
Ready Mix Concrete - MAG B 2500
3.15 CY
Concrete - Short Load Fee
1.00 EACH
EACH
67 - 6" Backflow Preventer And Enclosure COC Standard Detail C-
315
2.00
WL-Double Check Backflow Preventer 6in Appurtenance Crew (0.50
EACH/DY, 4.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
32.00 HR
Backhoe - Light
32.00 HR
Water Truck - 2000 Gal
32.00 HR
Foreman
32.00 HR
Operator: Small Equipment
32.00 HR
Pipelayer
32.00 HR
Laborer [2]
32.00 HR
Water Truck Driver
32.00 HR
Excavator - 20k LB
32.00 HR
Dump Truck - 10 Wheel
32.00 HR
Operator: Large Equipment
32.00 HR
Excavator Compaction Wheel
32.00 HR
Pipe Trailer
32.00 HR
CP-Concrete Sidewalk Crew (0.50 EACH/DY, 4.00 DY, 8.00 HR/DY)
2.00 EACH
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Page 46 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Truck - Crew
32.00 HR
Box Trailer
32.00 HR
Foreman
32.00 HR
Concrete Finisher [3]
32.00 HR
Laborer
32.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
13.20 TON
Subcontracted-Certfication
2.00 DY
Material Per Bid Item Concrete
2.00 LS
135ZZ00004
Ready Mix Concrete - MAG B 2500
8.40 CY
EACH
68 - Water Meter Box
17.00
WL-Water Service 1in W/ Box & Cover Crew (5.00 EACH/DY, 3.40 DY,
8.00 HR/DY)
17.00 EACH
Truck - Crew
27.20 HR
Foreman
27.20 HR
Pipelayer
27.20 HR
Laborer
27.20 HR
Pipe Trailer
27.20 HR
Backhoe - Light
27.20 HR
Operator: Small Equipment
27.20 HR
Flatbed Trailer
27.20 HR
EACH
69 - 2" Combo Air Relief Valve
1.00
ARV Installation (1.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
8.00 HR
Water Truck - 2000 Gal [0.5]
8.00 HR
Pipe Trailer
8.00 HR
Backhoe - Light
8.00 HR
Excavator - 10k LB
8.00 HR
Foreman
8.00 HR
Pipelayer
8.00 HR
Laborer [2]
8.00 HR
Water Truck Driver [0.5]
8.00 HR
Operator: Large Equipment
8.00 HR
Operator: Small Equipment
8.00 HR
CP-Concrete Sidewalk Crew (1.00 EACH/DY, 1.00 DY, 8.00 HR/DY)
1.00 EACH
Truck - Crew
8.00 HR
Box Trailer
8.00 HR
Foreman
8.00 HR
Concrete Finisher [3]
8.00 HR
Laborer
8.00 HR
Material Per Bid Item
1.00 LS
100AA00003
Aggregate - ABC MAG Spec
14.30 TON
Material Per Bid Item Concrete
1.00 LS
135ZZ00004
Ready Mix Concrete - MAG B 2500
1.05 CY
Concrete - Short Load Fee
1.00 EACH
EACH
70 - Temporary Waterline Installation And Removal
2.00
Temp Water Installation Crew (0.50 LF/DY, 4.00 DY, 8.00 HR/DY)
2.00 LF
Chandler Dobson Water Install Project
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Page 47 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
Truck - Crew
32.00 HR
Backhoe - Light
32.00 HR
Water Truck - 2000 Gal
32.00 HR
Foreman
32.00 HR
Operator: Small Equipment
32.00 HR
Pipelayer
32.00 HR
Laborer
32.00 HR
Water Truck Driver
32.00 HR
Excavator - 10k LB
32.00 HR
90200000
Shoring
4.00 DY
Material Per Bid Item
1.00 LS
6" Potable HDPE [1,000]
1.00 MO
GC-Chlorine & Pressure Test Crew (1.00 EACH/DY, 2.00 DY, 8.00
HR/DY)
2.00 EACH
Truck - Crew
16.00 HR
Hydrostatic Test Pump Trailer
16.00 HR
Pipelayer
16.00 HR
Laborer [3]
16.00 HR
90200000
Plates [16]
30.00 DY
Temp Water Installation Removal (1.00 EACH/DY, 2.00 DY, 8.00
HR/DY)
2.00 EACH
Truck - Crew
16.00 HR
Backhoe - Light
16.00 HR
Water Truck - 2000 Gal
16.00 HR
Foreman
16.00 HR
Operator: Small Equipment
16.00 HR
Pipelayer
16.00 HR
Laborer
16.00 HR
Water Truck Driver
16.00 HR
Excavator - 10k LB
16.00 HR
90200000
Shoring
2.00 DY
Pipe Trailer
16.00 HR
EACH
71 - SRP Engineered Supports
2.00
Material Per Bid Item
1.00 LS
NW Corner Installation (1.00 EACH/DY, 2.00 DY, 8.00 HR/DY)
2.00 EACH
Truck - Crew
16.00 HR
Backhoe - Light
16.00 HR
Dump Truck - 10 Wheel
16.00 HR
Water Truck - 2000 Gal
16.00 HR
Operator: Large Equipment
16.00 HR
Pipelayer
16.00 HR
Laborer [2]
16.00 HR
Truck Driver
16.00 HR
Water Truck Driver
16.00 HR
Foreman
16.00 HR
90200000
Shoring
2.00 DY
MO
72 - General Conditions
7.00
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 48 of 49
Task JC ID
Job Cost ID
Description
Quantity UM
10020015
GC-Pothole
10.00 EACH
Subcontracted-Utility Potholing
10.00 EACH
Trash Dumpsters / Dump Fees
7.00 MO
Connex Boxes
7.00 MO
Water Meter
2.00 EACH
Water & Ice
30.00 WK
Office & Yard Rental
7.00 MO
Project Utilities
7.00 MO
Project Santitation
7.00 MO
Temporary Fencing
7.00 MO
Senior Project Manager
7.00 MO
Senior Project Manager (11.50 DY/MO, 80.50 DY, 8.00 HR/DY)
7.00 MO
Truck - Management
644.00 HR
Sr. Project Manager
644.00 HR
Assistant Project Manager
7.00 MO
Assistant Project Manager Crew (21.60 DY/MO, 151.20 DY, 8.00
HR/DY)
7.00 MO
Truck - Management
1,209.60 HR
Assistant Project Manager
1,209.60 HR
General / Project Superintendent
7.00 MO
Superintendent (10.80 DY/MO, 75.60 DY, 8.00 HR/DY)
7.00 MO
Truck - Management
604.80 HR
Superintendent
604.80 HR
Field Superintendent
7.00 MO
Field Superintendent (21.60 DY/MO, 151.20 DY, 8.00 HR/DY)
7.00 MO
Truck - Management
1,209.60 HR
Field Superintendent
1,209.60 HR
Field Engineer
3.00 MO
Field Engineer
512.00 HR
Field Communication
7.00 MO
First Aid
1.00 EACH
ST&S, Safety Supplies, Training, Small Tools
21,495.00 MH
Job Office Expense
7.00 MO
Drone Photography
7.00 MO
Task JC ID
Job Cost ID
Indirect Items
Description
Quantity UM
10000001
LS
9.0 - Do Not Delete
0.00
Chandler Dobson Water Install Project
4/24/2023 5:05:19 PM
Page 49 of 49
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
Exhibit D5: Clarification & Assumptions
CHANDLER & DOBSON WATERMAIN REPLACEMENT
COC Project No.: WW2005.403
GMP-002
[04/26/2023]
1. Mobilization/Demobilization for this GMP-002 is a onetime round trip for personnel, equipment,
and supplies. Project delays that result in demobilization of personnel and/or equipment are not
included, and any additional costs incurred are a change in scope.
2. Any costs associated with Permits, Paving Permit/Fees, Waterline and Trench Permit/Fees and
Haul Permit/Fees are included in the GMP. SWPPP Permit and Dust Control included in Sewer
GMP.
3. This GMP is based on 90% design drawings and as-builts. If actual conditions/locations differ
from those shown on the Project Documents, additional and equitable compensation may be
requested. These additional costs, if encountered, will be a change in scope and compensated
from owner’s contingency.
4. The GMP does not include costs for the remediation of hazardous waste materials not generated
by CMAR.
5. CMAR acknowledges the city code 11-10.2: Construction Noise. Contractor normal working
hours are assumed to be from 7:00AM to 5:00PM (6:00AM start time from May to September),
but after hours and 24-hour operations may be required to facilitate the construction of this project.
6. Traffic Control costs include setup, rental and teardown as deemed by COC Traffic. The
assumption is single lane closure that will be expanded to a double lane from 8:30AM to 3:30PM.
It is expected that all traffic control devices will be able to be left overnight in a single lane closure
over running line. Additional costs not included in this GMP will be incurred if they are required
to be removed overnight.
7. Limited work will be allowed from November 18, 2023, to January 2, 2023, to sections of the
project on the west bound lanes on Chandler boulevard from Arrowhead Drive to Meadow Drive.
No testing will be available in the week of December 25-29.
8. This GMP includes costs for currently identified engineering, design, environmental, survey, and
community relation efforts determined in the design phase. Additional efforts encountered or
added due to increased scope of work elements or unforeseen conditions to be encumbered in
Owner or Contractor Contingency line items.
9. Excludes any costs associated with blasting or hydraulic breakers of any kind.
10. The replacement of the water schedule will begin in August of 2023 and finish October of 2024.
Due to asphalt treatment, initial, and final striping the project will not be 100% complete by
December of 2024 dictated by the striping company does not warranty the striping until 30 days
of cure has been completed on the treatment.
11. Pavement patching or restoration is bid to complete per the COC standard materials for arterial
roadways.
12. Excludes costs for repair of pre-existing damage of any private and public roadways used to
access this project. If required, costs to be reimbursed from Owner or Contractor Contingency.
13. The contractor’s Contingency Usage will be utilized per General Condition 15.4.1 included
in the contract.
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
14. GMP assumes access can be granted to CMAR for suitable staging and installation of the
water main replacement at the various sections.
15. Excludes operation of any existing valves on the City of Chandler system.
16. CMAR is aware of the lead time for the materials due to the current market conditions but assumes
the majority of the materials can be stored in the laydown yard location.
17. After installation of the water main line, CMAR will backfill the trench as designated on the plan
sheets by utilizing ½ sack slurry in all intersection work, large vertical realignments under the
exiting utilities, and will use ABC in all other applications by mechanically compacting and testing
for compaction.
18. CMAR intends to place plates on top of the asphalt during construction under a 24-hour lane
closure and mill plates flush with asphalt or temp cold patch with asphalt 2” asphalt at driveway
access points only at the CMAR discretion.
19. Excavation for mainline pipe install will be hauled off and disposed of offsite. Backfill will consist
of imported aggregates and/or slurry.
20. B&F will utilize Pipeline Services for all hot taps for existing waterlines.
21. Pavement removal and replacement associated with the water line replacement is quantified based
on discussions from the design phase meetings. If there is a discrepancy with the GMP plans and
quantities are incorrect the direct overrun will be unit cost adjusted through the contractor
contingency.
22. This GMP includes a CMAR Contingency based on the risk register. All quantity variations for
difference in length and vertical depth based on project drawings vs. field verified measurements,
and for variations of individual property service connections will be direct unit cost reimbursable
through contingency.
23. Fog seal will be applied as designated by the City of Chandler and provided a best estimate
based on the parameter give and quantity overrun will be paid from contractor’s contingency.
24. Abandonment of the existing ACP and CIP pipe is grout filled. B&F will provide materials
and service to complete work but does not anticipate any testing of the existing line post grout
abandonment. A plan will be produced, submitted, and approved by the owner prior to
commencement of the work.
25. Tax credit only applies to pipe materials 4-inch or larger. Please see the summary sheet in the
appendix for reference.
26. Subcontractor selection follows 17.6 of the general conditions in the contract.
27. CMAR expectation is to close sidewalks and bike paths in the construction zone and route
pedestrians to the nearest ADA compliant crossing and detour pedestrians to the opposite of
the roadway around the work zone. No barriers, special ramps, temp bus stops, slip resistant
plating, or similar pedestrian related control has been added to this GMP. Additional
requirements will be paid through the Traffic Control allowance.
28. B&F has provided the GMP with adjusted locations with limited isolation valves. The
anticipation is all other locations the City of Chandler will be able to isolate section of the
pipe to complete all tie overs. Any additional work will be considered a change from Owners
Contingency.
29. Engineering for pipe supports is excluded in this GMP.
30. Paver replacement, traffic control, quality control testing, construction water, survey, public
outreach, and crack seal are allowances in GMP-002.
31. Landscape restoration will be compensated through the allowance in GMP-003.
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
32. Cost for coordination with the water services department and shutdown planning is included
in the GMP.
33. To limit construction work area, the CMAR plans to install test section of the new mainline
as isolation is available and continually tie the lines over in section on the project to
eliminate multiple mobilization into section of the ROW to limit the impact to the public.
Once the tie-in is completed the existing line will be abandoned and surface restoration will
be completed.
34. The CMAR fees there is risk associated with the Valley Gutters at many local streets running
parallel to the trench with less than a few feet separation and has added additional
replacement in contingency.
35. B&F will provide an onsite trailer for staff with internet that will have limited space for
large meetings. B&F does not have costs for the owner or owner’s representative facilities
in its GMP.
36. Traffic Control at intersection work is estimated at a 24 hour per day closure with a full 8
hour working day available as approved by the city Engineer.
37. Night work is not anticipated except for tie ins identified in preconstructions for water
shutdowns at specific locations as approved by the city Engineer.
38. 72-hour and 24-hour notice notifications required for water shut down and service tie-overs
are included in the cost by the Contractor.
39. ACP disposal for quantity on plans is included in the CMAR cost.
40. All specialty asphalt, concrete, and/or paver unless expressed explicitly on the plans would
be compensated through owner’s contingency.
41. Material salvage will be taken to the COC facilities (McQueen Yard) and placed in the
designated area after notifying Jeff Auker.
42. Unit Price Contract Administration: This GMP will be administered as a Measured
Quantity/Unit Price, Guaranteed Not‐to‐Exceed Contract. The Schedules of Values are
defined by the individual work/pay items plus fee structure, and markups. Final contract
price/payout will be based on field measured, final completed quantities at the approved unit
prices, approved allowance and/or contingency utilization, and approved change orders. It
is understood that these City approved prices including mark‐ups are the “Cost of the Work”.
The mark‐up structure on the Schedule of Values (Exhibit D3) will apply to Change Orders
and/or Extra Work, allowances, and contingencies. Pay Item under‐runs and/or unused items
shall fall to Owner’s contingency for the duration of the project. Quantity over‐runs shall be
paid at the unit price established in the Schedule of Values for the pay item and shall be paid
from Contingency or Change Orders.
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
D6: GMP-002 & GMP-003 SCHEDULE
WBS
Activity ID
Activity Name
Original Duration
Schedule %
Complete
Start
Finish
Total
Float
CDWM 22-4020
CDWM 22-4020-00 - Cha
CDWM 22-4020-00 - Chandler Blvd & Dobson to Chippewa Watermain
375
0% 03-Jul-23
19-Dec-24
-313
CDWM.1 Admi
CDWM.1 Adminstrative
CDWM.1 Adminstrative Items
375
0% 03-Jul-23
19-Dec-24
-313
CDWM.1
A1000
Notice to Proceed
0
0% 03-Jul-23
-21
CDWM.1
A1180
Moratorium
31
0% 20-Nov-23*
05-Jan-24
-306
CDWM.1
A2360
AOC
15
0% 25-Sep-24
15-Oct-24
-281
CDWM.1
A2370
Submit Record Documents
0
0% 06-Nov-24
06-Nov-24
-281
CDWM.1
A2380
Substantial Completion
0
0%
31-Oct-24
-278
CDWM.1
A2390
Punchlist
0
0% 01-Nov-24
01-Nov-24
-278
CDWM.1
A2400
Final Completion
0
0%
19-Dec-24
-313
CDWM.2 Gene
CDWM.2 General Cons
CDWM.2 General Construction
375
0% 03-Jul-23
19-Dec-24
-313
CDWM.2
A1010
Prewarners
7
0% 03-Jul-23
12-Jul-23
50
CDWM.2
A1020
Survey Control Establishment
5
0% 13-Jul-23
19-Jul-23
50
CDWM.2
A1040
Mobilization
10
0% 03-Jul-23
17-Jul-23
-21
CDWM.2
A1050
SWPPP
5
0% 18-Jul-23
24-Jul-23
-21
CDWM.2
A2330
Fog Seal Roadway
3
0% 25-Oct-24
29-Oct-24
-313
CDWM.2
A2340
Striping
2
0% 30-Oct-24
31-Oct-24
-313
CDWM.2
A2350
Thermo Striping
5
0% 13-Dec-24
19-Dec-24
-313
CDWM.3 Wate
CDWM.3 Watermain Co
CDWM.3 Watermain Construction
315
0% 01-Aug-23
24-Oct-24
-273
CDWM.3.1 North
CDWM.3.1 Northwest Corne
CDWM.3.1 Northwest Corner Chandler & Dobson Intersection
35
0% 01-Aug-23
12-Sep-23
-32
CDWM.3.1
A1070
Sawcut and Remove AC
3
0% 01-Aug-23*
03-Aug-23
-32
CDWM.3.1
A1080
Excavate and Install 2ea Permaseal Valves
6
0% 04-Aug-23
10-Aug-23
-20
CDWM.3.1
A1090
Install SRP Protection (2 ea)
5
0% 04-Aug-23
09-Aug-23
-32
CDWM.3.1
A1100
Excavate Lay and Backfill 12-inch
12
0% 10-Aug-23
23-Aug-23
-32
CDWM.3.1
A1110
Pressure Test and Bac-T-T
4
0% 30-Aug-23
05-Sep-23
-32
CDWM.3.1
A1120
Concrete Encase Waterline (39 LF )
5
0% 24-Aug-23
29-Aug-23
-32
CDWM.3.1
A1130
Complete Tie Ins to New Valves
2
0% 06-Sep-23
07-Sep-23
-32
CDWM.3.1
A1140
Install Thrust Blocks at Permaseal Valves
4
0% 11-Aug-23
15-Aug-23
-20
CDWM.3.1
A1150
Complete Abandonment and Cut and Plugs
2
0% 08-Sep-23
09-Sep-23
-32
CDWM.3.1
A1160
Finegrade and Pave Trench
2
0% 11-Sep-23
12-Sep-23
-32
CDWM.3.2 Wate
CDWM.3.2 Watermain Mora
CDWM.3.2 Watermain Moratorium Work
38
0% 27-Nov-23
19-Jan-24
-77
CDWM.3.2
A1170
Temp Waterline Installation
4
0% 29-Nov-23*
04-Dec-23
-309
CDWM.3.2
A1190
Sawcut and Removal AC and Concrete
2
0% 27-Nov-23*
28-Nov-23
-309
CDWM.3.2
A1200
Install Insert A Valves
4
0% 05-Dec-23
08-Dec-23
-309
CDWM.3.2
A1210
Watermain Instalation Station 56+59 to 62+64
5
0% 11-Dec-23
15-Dec-23
-309
CDWM.3.2
A1220
Install 8" at Arrowhead Dr.
2
0% 13-Dec-23
14-Dec-23
-309
CDWM.3.2
A1230
Install Service and 4" BFP at 57+87
2
0% 15-Dec-23
18-Dec-23
-309
CDWM.3.2
A1240
Pressure Test and Bac-T Arrowhead
4
0% 15-Dec-23
20-Dec-23
-62
CDWM.3.2
A1250
Make Swing Connections at Arrowhead
2
0% 21-Dec-23
22-Dec-23
-62
CDWM.3.2
A1260
Remove Temp Waterline
3
0% 26-Dec-23
28-Dec-23
-62
CDWM.3.2
A1270
Finegrade and Prep for Concrete and AC
3
0% 09-Jan-24
11-Jan-24
-311
CDWM.3.2
A1280
Install Services and Laterals 58+34 & 58+48
1
0% 19-Dec-23
19-Dec-23
-309
CDWM.3.2
A1290
Install Services at 60+00 & 60+33 & 60+35
2
0% 20-Dec-23
21-Dec-23
-309
CDWM.3.2
A1300
Install Service at 61+89
1
0% 22-Dec-23
22-Dec-23
-309
CDWM.3.2
A1310
Pressure Test and Bac-T 56+68 to 52+64
4
0% 02-Jan-24*
05-Jan-24
-313
CDWM.3.2
A1320
Tie in 12" at 56+62
1
0% 08-Jan-24
08-Jan-24
-313
CDWM.3.2
A1330
Flush and Make Swing Connections on Services and Laterals
2
0% 09-Jan-24
10-Jan-24
-72
CDWM.3.2
A1340
Complete Concrete Repairs
5
0% 12-Jan-24
18-Jan-24
-311
CDWM.3.2
A1350
Pavement Replacement
1
0% 19-Jan-24
19-Jan-24
-311
CDWM.3.2
A1440
Complete Cut and Plugs
2
0% 11-Jan-24
12-Jan-24
-72
CDWM.3.3 Wate
CDWM.3.3 Watermain Cons
CDWM.3.3 Watermain Construction Intersection
96
0% 09-Jan-24
21-May-24
-164
CDWM.3.3
A1650
Sawcut Northeast Corner
2
0% 09-Jan-24
10-Jan-24
-313
CDWM.3.3
A1660
Install Permaseal Valve at Station 101+57
3
0% 11-Jan-24
15-Jan-24
-313
CDWM.3.3
A1670
Install Inserta Valve at Station 35+87
3
0% 11-Jan-24
15-Jan-24
-73
CDWM.3.3
A1680
Pour Thrust Collar at Station 101+57
3
0% 16-Jan-24
18-Jan-24
-313
CDWM.3.3
A1690
Install Station 101+57 to 101+29
2
0% 19-Jan-24
22-Jan-24
-313
CDWM.3.3
A1700
Install Lateral Station 101+38
6
0% 24-Jan-24
31-Jan-24
-313
CDWM.3.3
A1710
Install 12-Inch 101+29 to Station 34+85 On Dobson
14
0% 01-Feb-24
20-Feb-24
-313
CDWM.3.3
A1720
Install 8-inch FH Run DWG W22
3
0% 08-Feb-24
12-Feb-24
-107
CDWM.3.3
A1730
Pressure Test and Bac-T
4
0% 21-Feb-24
26-Feb-24
-113
CDWM.3.3
A1740
Grading and Concrete Restoration
6
0% 27-Feb-24
05-Mar-24
-109
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
23
2024
2025
19-Dec-24, CD
19-Dec-24, CD
Notice to Proceed, 03-Jul-23
Moratorium
AOC
Submit Record Documents
Substantial Completion,
Punchlist
Final Comple
19-Dec-24, CD
Prewarners
Survey Control Establishment
Mobilization
SWPPP
Fog Seal Roadway
Striping
Thermo Stripi
24-Oct-24, CDWM.3 Watermain Constr
12-Sep-23, CDWM.3.1 Northwest Corner Chandler & Dobson Intersection
Sawcut and Remove AC
Excavate and Install 2ea Permaseal Valves
Install SRP Protection (2 ea)
Excavate Lay and Backfill 12-inch
Pressure Test and Bac-T-T
Concrete Encase Waterline (39 LF )
Complete Tie Ins to New Valves
Install Thrust Blocks at Permaseal Valves
Complete Abandonment and Cut and Plugs
Finegrade and Pave Trench
19-Jan-24, CDWM.3.2 Watermain Moratorium Work
Temp Waterline Installation
Sawcut and Removal AC and Concrete
Install Insert A Valves
Watermain Installation Station 56+59 to 62+64
Install 8" at Arrowhead Dr.
Install Service and 4" BFP at 57+87
Pressure Test and Bac-T Arrowhead
Make Swing Connections at Arrowhead
Remove Temp Waterline
Finegrade and Prep for Concrete and AC
Install Services and Laterals 58+34 & 58+48
Install Services at 60+00 & 60+33 & 60+35
Install Service at 61+89
Pressure Test and Bac-T 56+68 to 52+64
Tie in 12" at 56+62
Flush and Make Swing Connections on Services and Laterals
Complete Concrete Repairs
Pavement Replacement
Complete Cut and Plugs
21-May-24, CDWM.3.3 Watermain Construction Intersection
Sawcut Northeast Corner
Install Permaseal Valve at Station 101+57
Install Inserta Valve at Station 35+87
Pour Thrust Collar at Station 101+57
Install Station 101+57 to 101+29
Install Lateral Station 101+38
Install 12-Inch 101+29 to Station 34+85 On Dobson
Install 8-inch FH Run DWG W22
Pressure Test and Bac-T
Grading and Concrete Restoration
WW2005.403 - Chandler Blvd. & Dobson to Chippewa Watermain Replacement Project
22-Apr-23 00:16
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 1 of 3
TASK filter: Start.
© Oracle Corporation
WBS
Activity ID
Activity Name
Original Duration
Schedule %
Complete
Start
Finish
Total
Float
CDWM.3.3
A1750
Make Swing Connections
2
0% 27-Feb-24
28-Feb-24
-113
CDWM.3.3
A1760
Pavement Replacement
5
0% 05-Mar-24
11-Mar-24
-113
CDWM.3.3
A1770
Cut and Plugs / Abandonment's
3
0% 29-Feb-24
04-Mar-24
-113
CDWM.3.3
A1780
Sawcut and Southeast Corner (SEC)
3
0% 16-Feb-24
20-Feb-24
-313
CDWM.3.3
A1790
Install 12-inch Water SEC Station 30+21 to 32+00
14
0% 21-Feb-24
11-Mar-24
-313
CDWM.3.3
A1800
Pressure and Bac-T (SEC)
4
0% 12-Mar-24
15-Mar-24
-313
CDWM.3.3
A1810
Complete Connections SEC
2
0% 18-Mar-24
19-Mar-24
-164
CDWM.3.3
A1820
Abandon Valves and Complete Cut and Plugs (SEC)
2
0% 20-Mar-24
21-Mar-24
-164
CDWM.3.3
A1830
Lower Valves for Mill and Overlay
2
0% 22-Mar-24
25-Mar-24
-164
CDWM.3.3
A1840
Pavement Restoration (SEC)
2
0% 26-Mar-24
27-Mar-24
-164
CDWM.3.3
A1850
Mill and Overlay Intersection
5
0% 28-Mar-24
03-Apr-24
-164
CDWM.3.3
A1860
Striping
2
0% 04-Apr-24
05-Apr-24
-164
CDWM.3.3
A1870
Complete Adjustments
3
0% 08-Apr-24
10-Apr-24
-135
CDWM.3.3
A1880
Thermo Striping
2
0% 20-May-24
21-May-24
-164
CDWM.3.3
A2320
SRP Removal and Abandonment 24"
1
0% 23-Jan-24
23-Jan-24
-313
CDWM.3.4 Wate
CDWM.3.4 Watermain Cons
CDWM.3.4 Watermain Construction Westbound Chandler Blvd (Sta 35+00 to 74+47) (Ch
106
0% 18-Mar-24
14-Aug-24
-223
CDWM.3.4
A1360
Sawcut and Remove Station 62+64 to 68+82
4
0% 18-Mar-24
21-Mar-24
-313
CDWM.3.4
A1370
Installation of Watermain Station 62+64 to 68+82
7
0% 22-Mar-24
01-Apr-24
-313
CDWM.3.4
A1380
Installation of Services
2
0% 02-Apr-24
03-Apr-24
-130
CDWM.3.4
A1390
Install Lateral at Comanche
3
0% 02-Apr-24
04-Apr-24
-313
CDWM.3.4
A1400
Pressure Test and Bac-T 62+64 to 68+82
4
0% 05-Apr-24
10-Apr-24
-313
CDWM.3.4
A1410
Finegrade and Prep For AC and Concrete
4
0% 05-Apr-24
10-Apr-24
-178
CDWM.3.4
A1420
Prep and Make Swing Connection
3
0% 11-Apr-24
15-Apr-24
-313
CDWM.3.4
A1430
Pavement and Concrete Replacements Station 62+64 to 68+82
3
0% 11-Apr-24
15-Apr-24
-178
CDWM.3.4
A1450
Sawcut and Remove Station 68+82 to 74+31
2
0% 16-Apr-24
17-Apr-24
-313
CDWM.3.4
A1460
Installation of Watermain Station 62+64 to 74+31
7
0% 18-Apr-24
26-Apr-24
-313
CDWM.3.4
A1470
Complete Service Installation at 72+08
1
0% 25-Apr-24
25-Apr-24
-313
CDWM.3.4
A1480
Pressure Test and Bac-T 68+82 to 74+31
4
0% 26-Apr-24
01-May-24
-313
CDWM.3.4
A1490
Make Swing Connection on Service 72+08
1
0% 02-May-24
02-May-24
-313
CDWM.3.4
A1500
Cut in Tee 12-inch at 74+31
2
0% 03-May-24
06-May-24
-313
CDWM.3.4
A1510
Finegrade for Pavement and Concrete
4
0% 07-May-24
10-May-24
-313
CDWM.3.4
A1520
Cut & Plug Existing Main
3
0% 07-May-24
09-May-24
-159
CDWM.3.4
A1530
Abandon Old Main Arrowhead to Chippewa
3
0% 10-May-24
14-May-24
-159
CDWM.3.4
A1540
Curb and Valley Gutter Replacement 68+82 to 74+31
4
0% 13-May-24
16-May-24
-313
CDWM.3.4
A1550
Pavement Replacement Station 68+82 to 74+31
1
0% 17-May-24
17-May-24
-313
CDWM.3.4
A1890
Sawcut and Removal Station 34+85 to 49+60
3
0% 07-Jun-24
11-Jun-24
-313
CDWM.3.4
A1900
Install 12-inch Water Station34+85 to 49+60
15
0% 12-Jun-24
02-Jul-24
-313
CDWM.3.4
A1910
Install Laterals and Services Station 34+85 to 49+60
8
0% 19-Jun-24
28-Jun-24
-313
CDWM.3.4
A1920
Fine Grade and Prep for Concrete and Pavement
4
0% 01-Jul-24
05-Jul-24
-195
CDWM.3.4
A1930
Pressure Test and Bac-T
5
0% 01-Jul-24
08-Jul-24
-313
CDWM.3.4
A1940
Complete Swing Connection on Pipe
3
0% 09-Jul-24
11-Jul-24
-313
CDWM.3.4
A1950
Abandon and Complete Cut and Plugs
3
0% 12-Jul-24
16-Jul-24
-245
CDWM.3.4
A1960
Pavement Restoration
3
0% 17-Jul-24
19-Jul-24
-245
CDWM.3.4
A1970
Sawcut and Remove Station 49+60 to 56+20
4
0% 03-Jul-24
09-Jul-24
-313
CDWM.3.4
A1980
Install 12-inch Water Station 49+60 to 56+20
6
0% 10-Jul-24
17-Jul-24
-313
CDWM.3.4
A1990
Installation of Services and Laterals Station 49+60 to 56+20
4
0% 12-Jul-24
17-Jul-24
-313
CDWM.3.4
A2000
Pressure Test and Bac-T Station 49+60 to 56+20
4
0% 18-Jul-24
23-Jul-24
-313
CDWM.3.4
A2010
Complete 12-inch Connections Station 49+60 to 56+20
2
0% 24-Jul-24
25-Jul-24
-308
CDWM.3.4
A2020
Flush and Connect Services and Laterals Station 49+60 to 56+20
5
0% 26-Jul-24
01-Aug-24
-308
CDWM.3.4
A2030
Abandon Pipe and Cut & Plugs
3
0% 02-Aug-24
06-Aug-24
-308
CDWM.3.4
A2040
Fine Grade for Concrete and Pavement
2
0% 07-Aug-24
08-Aug-24
-263
CDWM.3.4
A2050
Concrete Replacement
3
0% 09-Aug-24
13-Aug-24
-263
CDWM.3.4
A2060
Pavement Restoration
1
0% 14-Aug-24
14-Aug-24
-263
CDWM.3.5 Wate
CDWM.3.5 Watermain Cons
CDWM.3.5 Watermain Construction Eastbound Chandler Blvd (Sta 32+00 to 61+81)
66
0% 24-Jul-24
24-Oct-24
-273
CDWM.3.5
A2070
Sawcut and Removals
8
0% 24-Jul-24
02-Aug-24
-313
CDWM.3.5
A2080
Install 12-inch Connection Station Station 32+00 to Station 61+81
30
0% 26-Jul-24
06-Sep-24
-313
CDWM.3.5
A2090
Install Laterals and Services
18
0% 14-Aug-24
09-Sep-24
-313
CDWM.3.5
A2100
Finegrade for Concrete and Paving
6
0% 30-Sep-24
07-Oct-24
-313
CDWM.3.5
A2110
Pressure and Bac-T Testing
4
0% 10-Sep-24
13-Sep-24
-313
CDWM.3.5
A2120
Lateral Connection
5
0% 16-Sep-24
20-Sep-24
-313
CDWM.3.5
A2130
Connection at Station 61+81
2
0% 23-Sep-24
24-Sep-24
-313
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
23
2024
2025
Make Swing Connections
Pavement Replacement
Cut and Plugs / Abandonment's
Sawcut and Southeast Corner (SEC)
Install 12-inch Water SEC Station 30+21 to 32+00
Pressure and Bac-T (SEC)
Complete Connections SEC
Abandon Valves and Complete Cut and Plugs (SEC)
Lower Valves for Mill and Overlay
Pavement Restoration (SEC)
Mill and Overlay Intersection
Striping
Complete Adjustments
Thermo Striping
SRP Removal and Abandonment 24"
14-Aug-24, CDWM.3.4 Watermain Construction Westbound Chandler Blv
Sawcut and Remove Station 62+64 to 68+82
Installation of Watermain Station 62+64 to 68+82
Installation of Services
Install Lateral at Comanche
Pressure Test and Bac-T 62+64 to 68+82
Finegrade and Prep For AC and Concrete
Prep and Make Swing Connection
Pavement and Concrete Replacements Station 62+64 to 68+82
Sawcut and Remove Station 68+82 to 74+31
Installation of Watermain Station 62+64 to 74+31
Complete Service Installation at 72+08
Pressure Test and Bac-T 68+82 to 74+31
Make Swing Connection on Service 72+08
Cut in Tee 12-inch at 74+31
Finegrade for Pavement and Concrete
Cut & Plug Existing Main
Abandon Old Main Arrowhead to Chippewa
Curb and Valley Gutter Replacement 68+82 to 74+31
Pavement Replacement Station 68+82 to 74+31
Sawcut and Removal Station 34+85 to 49+60
Install 12-inch Water Station34+85 to 49+60
Install Laterals and Services Station 34+85 to 49+60
Fine Grade and Prep for Concrete and Pavement
Pressure Test and Bac-T
Complete Swing Connection on Pipe
Abandon and Complete Cut and Plugs
Pavement Restoration
Sawcut and Remove Station 49+60 to 56+20
Install 12-inch Water Station 49+60 to 56+20
Installation of Services and Laterals Station 49+60 to 56+20
Pressure Test and Bac-T Station 49+60 to 56+20
Complete 12-inch Connections Station 49+60 to 56+20
Flush and Connect Services and Laterals Station 49+60 to 56+20
Abandon Pipe and Cut & Plugs
Fine Grade for Concrete and Pavement
Concrete Replacement
Pavement Restoration
24-Oct-24, CDWM.3.5 Watermain Cons
Sawcut and Removals
Install 12-inch Connection Station Station 32+00 to Station 61+81
Install Laterals and Services
Finegrade for Concrete and Paving
Pressure and Bac-T Testing
Lateral Connection
Connection at Station 61+81
WW2005.403 - Chandler Blvd. & Dobson to Chippewa Watermain Replacement Project
22-Apr-23 00:16
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 2 of 3
TASK filter: Start.
© Oracle Corporation
WBS
Activity ID
Activity Name
Original Duration
Schedule %
Complete
Start
Finish
Total
Float
CDWM.3.5
A2140
Pavement Restoration
6
0% 17-Oct-24
24-Oct-24
-313
CDWM.3.5
A2150
Concrete Restoration
7
0% 08-Oct-24
16-Oct-24
-313
CDWM.3.5
A2160
Complete Abandonment and Cut and Plugs
4
0% 25-Sep-24
30-Sep-24
-313
CDWM.3.5
A2170
Landscape Restoration
4
0% 10-Sep-24
13-Sep-24
-244
CDWM.3.6 Wate
CDWM.3.6 Watermain Cons
CDWM.3.6 Watermain Construction (Chippewa)
22
0% 20-May-24
19-Jun-24
-184
CDWM.3.6
A1560
Sawcut and Removals
3
0% 20-May-24
22-May-24
-313
CDWM.3.6
A1570
Cut In 16-inch Tee
3
0% 23-May-24
28-May-24
-313
CDWM.3.6
A1580
Install and 8-inch Laterals with Hydrant
3
0% 28-May-24
30-May-24
-313
CDWM.3.6
A1590
Pressure Test and Bac-T Lateral
4
0% 31-May-24
05-Jun-24
-313
CDWM.3.6
A1600
Connect 8-Inch Lateral
1
0% 06-Jun-24
06-Jun-24
-313
CDWM.3.6
A1610
Complete Concrete and Grading
2
0% 12-Jun-24
13-Jun-24
-221
CDWM.3.6
A1620
Pavement Replacement
1
0% 14-Jun-24
14-Jun-24
-221
CDWM.3.6
A1630
Landscape Restoration
3
0% 17-Jun-24
19-Jun-24
-184
CDWM.3.6
A1640
Complete Abandonment and Cut and Plugs
3
0% 07-Jun-24
11-Jun-24
-221
CDWM.3.7 Wate
CDWM.3.7 Watermain Cons
CDWM.3.7 Watermain Construction Interconnect (Station 44+80)
14
0% 05-Aug-24
22-Aug-24
-269
CDWM.3.7
A2180
Sawcut and Removals
2
0% 05-Aug-24
06-Aug-24
-276
CDWM.3.7
A2190
Install 12-Inch Pipe
5
0% 07-Aug-24
13-Aug-24
-276
CDWM.3.7
A2200
Pressure Test and Bac-T
4
0% 14-Aug-24
19-Aug-24
-269
CDWM.3.7
A2210
Connect to Existing Line
1
0% 20-Aug-24
20-Aug-24
-269
CDWM.3.7
A2220
Finegrade for Asphalt
1
0% 21-Aug-24
21-Aug-24
-269
CDWM.3.7
A2230
Pavement Replacement
1
0% 22-Aug-24
22-Aug-24
-269
CDWM.3.8 Wate
CDWM.3.8 Watermain Cons
CDWM.3.8 Watermain Construction Interconnect (Station 55+63)
21
0% 07-Aug-24
05-Sep-24
-238
CDWM.3.8
A2280
Sawcut and Removals
2
0% 07-Aug-24
08-Aug-24
-219
CDWM.3.8
A2290
Install 12-Inch Pipe
5
0% 14-Aug-24
20-Aug-24
-276
CDWM.3.8
A2240
Pressure Test and Bac-T
4
0% 21-Aug-24
26-Aug-24
-276
CDWM.3.8
A2250
Connect to Existing Line
1
0% 27-Aug-24
27-Aug-24
-276
CDWM.3.8
A2260
Finegrade for Asphalt And Concrete
1
0% 28-Aug-24
28-Aug-24
-276
CDWM.3.8
A2270
Pavement Replacement
1
0% 03-Sep-24
03-Sep-24
-276
CDWM.3.8
A2300
Concrete Median Replacement
2
0% 29-Aug-24
30-Aug-24
-276
CDWM.3.8
A2310
Median Restoration
2
0% 04-Sep-24
05-Sep-24
-238
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
23
2024
2025
Pavement Restoration
Concrete Restoration
Complete Abandonment and Cut and Plugs
Landscape Restoration
19-Jun-24, CDWM.3.6 Watermain Construction (Chippewa)
Sawcut and Removals
Cut In 16-inch Tee
Install and 8-inch Laterals with Hydrant
Pressure Test and Bac-T Lateral
Connect 8-Inch Lateral
Complete Concrete and Grading
Pavement Replacement
Landscape Restoration
Complete Abandonment and Cut and Plugs
22-Aug-24, CDWM.3.7 Watermain Construction Interconnect (Station 4
Sawcut and Removals
Install 12-Inch Pipe
Pressure Test and Bac-T
Connect to Existing Line
Finegrade for Asphalt
Pavement Replacement
05-Sep-24, CDWM.3.8 Watermain Construction Interconnect (S
Sawcut and Removals
Install 12-Inch Pipe
Pressure Test and Bac-T
Connect to Existing Line
Finegrade for Asphalt And Concrete
Pavement Replacement
Concrete Median Replacement
Median Restoration
WW2005.403 - Chandler Blvd. & Dobson to Chippewa Watermain Replacement Project
22-Apr-23 00:16
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 3 of 3
TASK filter: Start.
© Oracle Corporation
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
D7: CASH FLOW
$-
$2,000,000.00
$4,000,000.00
$6,000,000.00
$8,000,000.00
$10,000,000.00
$12,000,000.00
$-
$100,000.00
$200,000.00
$300,000.00
$400,000.00
$500,000.00
$600,000.00
$700,000.00
$800,000.00
$900,000.00
$1,000,000.00
Exhibit D8: Chandler Blvd & Dobson Watermain GMP-002 & GMP-003 Cashflow Projection
Cash Monthly
Earned Budget Over Project
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
D8: RISK REGISTER
Chandler Blvd. Dobson to Chippewa Watermain Replacement Project
GMP-002 & GMP-003 Risk Matrix
-
Undesirable
(Serious impact to the course of action and
outcome)
Probable
(Risk will occur)
-
Intolerable
(Could result in disaster)
*View Risk Assessment Matrix JPEG
attached in Row 1 for scale.
-
-
Chandler Dobson Water Project
City of Chandler
Sewer Installation
Josh Onstott
ID
FLAG
IDENTIFIED RISK
BRIEF DESCRIPTION
RISK SEVERITY
RISK LIKELIHOOD
RISK RATING CALCULATION
(this section will auto--populate
results)
ACTION
(this section will auto--populate results)
MITIGATIONS / WARNINGS / REMEDIES / NOTES
Probability Percentage
B&F Cost Impact
Potential Impact
Potential
Contingency
WMR-01
Trench Collapse
Josh Onstott
Run higher yield on back fill and
pavement quantities
Tolerable
Probable
High
CONTINGENCY PLAN
Backfill behind box limit open trenches
25%
161,588.00
$
40,397.00
$
WMR-02
Excess Asphalt Replacement due
equipment
Josh Onstott
Run higher yield on back fill and
pavement quantities
Tolerable
Probable
Low
OK TO PROCEED
Run a calculation to add to contingency
25%
165,850.00
$
41,462.50
$
WMR-03
Material Escalation
Josh Onstott
Material have 6 month increases that
are not known
Tolerable
Probable
High
CONTINGENCY PLAN
Material all have disclaimer that the price will increase
twice during this project for most agregate materials and
additional cost will be incurred.
25%
52,000.00
$
13,000.00
$
WMR-04
Utility Conflict
Josh Onstott
Unknown utility prevent running line
Undesirable
Improbable
Medium
TAKE MITIGATION EFFORTS
Pothole as many as possible of know utilities and apply
contingency if needed. Prepare contingency estimate if a
relocation is needed to cover the excess cost associated
with the delay
5%
13,744.32
$
687.22
$
WMR-05
Labor Escalation
Josh Onstott
Prices of labor have spiked over
18% in the past 15 months and this
trend is expected to slow its still a
concern and possibility
Acceptable
Possible
Low
OK TO PROCEED
Utilize an average over the company 15 months and apply
to all labor hours into contingency.
30%
168,527.20
$
50,558.16
$
WMR-06
Equipment Cost Escalation
Josh Onstott
Prices of equipment have went up
and parts over 20% in the past
years. Likely hood it could continure
Acceptable
Possible
Low
OK TO PROCEED
Average 20% from time of cost model to end of
construction
30%
133,312.41
$
39,993.72
$
WMR-07
Delays due to isolation issues
Josh Onstott
Delay to complete work due to
shutdown failure
Undesirable
Possible
Medium
TAKE MITIGATION EFFORTS
Delay tie overs add cost standby cost
5%
30,700.00
$
1,535.00
$
WMR-08
Concrete Quantity Growth
Josh Onstott
Due to alignment of watermain the
expectation to ave increases in
concrete aprons, ADA ramps,
driveways.
Undesirable
Probable
Medium
TAKE MITIGATION EFFORTS
Try to avoid damage and work with COC on replacment on
aprons to mitigate extra cost over planned quanities
50%
116,328.89
$
58,164.45
$
WMR-09
Traffic Control Overrun of Allowance
Josh Onstott
Due to complex setup and multiple
different scenerios at this time there
could be chance of overun with out
having a defined plan.
Acceptable
Improbable
Low
OK TO PROCEED
Based on final discussion adjust TCP and schedule to
account for outcome
20%
123,750.00
$
24,750.00
$
WMR-10
Overrun Soft Dig Support
Josh Onstott
Due to the amount of utilities in the
running line and the encountered
digging conditions the budget
established though conservative
estimates could run over based on
the time and depth to get around the
existing utilities.
Acceptable
Possible
Low
OK TO PROCEED
Prepare contingency for 40 extra hours for additional soft
dig support.
30%
20,400.00
$
6,120.00
$
WMR-11
Fuel Escalation
Josh Onstott
Fuel raises over $5.5 a gallon
Undesirable
Possible
Medium
OK TO PROCEED
Estimate for a contingency for a fuel increase of $1.00
gallon over the life cycle of the project.
50%
114,000.00
$
57,000.00
$
WMR-12
Overrun due to slower-than-expected
production due to delays
Josh Onstott
All items listed could cause
significant delays and would run the
bypass over though the likely hood is
Tolerable
Possible
Medium
TAKE MITIGATION EFFORTS
Prepare a estimate on a daily run and standby of bypass
and multiply by probability.
10%
33,660.80
$
3,366.08
$
RISK-2347
12-Inch Sewer Installation
Josh Onstott
Section Subtotal
$ 1,133,861.62
$ 337,034.12
Totals
1,133,861.62
$
337,034.12
$
Markup %
53,352.50
$
Potential Contractors Contingency
390,386.62
$
Only 285881.94 is included in GMP-002. The
remainder will be in GMP-003
ROC-089744 | BFCONTRACTING.COM | 11011 N. 23rd Avenue| Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
April 26, 2023
Scott Riter – Construction Project Manager
City of Chandler – Public Works & Utilities
215 E Buffalo Street
Chandler, AZ 85225
RE: Name:
Chandler Blvd and Dobson Road Watermain Replacement Project
Project No.:
WW2005.403
SUBJECT: Subcontractor and Material Selection – GMP-002
Dear Mr. Riter,
B&F Contracting, Inc. respectfully submits, for your review, our GMP-002 subcontractor and material
selection for the forementioned project.
Per the City of Chandler Contract: “Any subcontractor assumptions, clarifications, exclusions, terms &
conditions, signature blocks, etc. included are strictly between the general contractor and their sub-consultants
and do not apply to agreement between the general contractor and the city.”
Included in this package are the following documents:
•
Subcontractor and Material Quotes
•
Allowance Explaination
We are excited about the opportunity to work with the City of Chandler and look forward to discussing this
soon. If you or your team have any questions or comments regarding the above items, please contact Josh
Onstott at (623)238-3792.
Sincerely,
Josh Onstott
Josh Onstott – Executive Director
Jonstott@bfcontracting.com
B&F Contracting, Inc.
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
D6: SUBCONTRACTOR & MATERIAL SELECTION
Subcontractor RFQ Analysis Report
Project Name:
Chandler Dobson Water Install Project
Customer:
City of Chandler
Job Number:
W22351
Bid Number: W22351
Billing Address:
Mail Stop 407, P.O. Box 4008
Bid As:
B&F Contracting, Inc.
Chandler, AZ 85244 USA
Estimator:
Phone:
4807823310
Joshua Onstott
Project Address:
Chandler Blvd/ Dobson Rd, Chandler, AZ
Contact:
Melanie Sikes
Completion Date:
8/1/2024
RFQ Group: Asphalt Pavement
Contact
Phone
Quote
Company Name
Location
Subcontractor Information
Minority
P1 Paving & Construction
Peoria, AZ
(602) 359-0100
1
L&L Asphalt LLC
Phoenix, AZ
(623) 434-1200
2
Gonzalez Asphalt, Inc.
Phoenix, AZ
(623) 594-2245
3
Item and Task Prices
Description
Quantity UM
Quote 1
Quote 2
Quote 3
Quote 4
[1] - Asphalt Mobilization
16.00 EACH
$1,500.00
$1,500.00
$0.00
$0.00
[10] - Replace AC Trench Paving
3,345.00 SY
$80.70
$92.00
$103.50
$0.00
Total Quoted Price:
Plug Total For Items and Tasks Not Quoted:
Adjustments:
Total Adjusted Price:
$293,941.50
$0.00
$0.00
$293,941.50
$331,740.00
$0.00
$0.00
$331,740.00
$346,207.50
$0.00
$0.00
$346,207.50
$0.00
$0.00
$0.00
$0.00
Page 1
4/21/2023 5:08:53 PM
Legend: Bold text denotes the group's selected subcontractor.
denotes that the value is a plug price.
p
P1 Paving and Construction LLC
8550 N 91ST AVE STE. 65 PEORIA, ARIZONA 85345
OFFICE: (623) 594-7174 FAX: (623) 594-7159
P R O P O S A L
CUSTOMER
ATTN: Amit Satre – B&F Contracting
SUBJECT: Chandler Dobson Water Improvement Project
ADDRESS: Dobson Road & Chandler Blvd
P1 Paving and Construction submits the following proposal for your consideration and acceptance.
A) Mill 6.5” depth, clean, furnish, place and compact 6.5” depth AC – 2 mixes – 5,100 SY –
$80.70 / SY
$411,570
B) Furnish, place and compact 6.5” depth AC – 2 mixes – 5,100 SY –
$67.90 / SY
$346,290
MOBILIZATION -
$1,500 each
All paving / patching includes crack seal. – Additional crack seal to be billed at $.45 / SF and not to be
done as a separate mobilization.
Fog seal – 32,000 SY – includes 2 mobilizations
$16,500
Proposal includes/excludes the following:
Saw Cutting
yes
no
x
Utility adjustments
yes
no
x
Prevailing Wage
yes
no
x
Survey & Engineering
yes
no
x Slurry / Micro Seal
yes
no
x
Sales Tax
yes
no
x
Sub-Grade Prep
yes
no
x
Rubberized Asphalt
yes
no
x
Permits & Testing
yes
no
x
Concrete haul off
yes
no
x
Barricades
yes
no
x
Nights/Weekends
yes
no
x
Haul off Asphalt
Removals
yes
x
no
Hot Rubber Asphalt Joint
Sealer
yes
x
no
Plant opening fees
yes
no
x
PROVISIONS:
1.
All work is to be measured upon completion and will be billed at the unit cost for the measured quantities with minimum invoice
for the quantity of work stated in the description of work above.
2.
Work will not be scheduled until an acceptable contract containing these unit prices, inclusions,
exclusions and provisions have been signed by both parties.
Matt Tormey
P1 Paving and Construction LLC
DATE: 04/11/2023
PRICE GOOD THRU: 08/31/2023
ACCEPTED BY: ____________
Project Name:
Dobson/Chandler Intersection Water
Proposal #
2023-250
Project Location:
Date:
4/5/2023
Chandler AZ
Line Item #
Description of work
UNIT
Quantity
Unit Price
Total Price
1
Aasphalt Patching (6.5" depth)
SY
5100
103.50
527,850.00
5.5 wide areas 3100 SY
4.5 Wide areas 1800 SY
Laterals 200sy
includes crackfill for the above work
2
Crackfill
LF
1
1.00
1.00
3
Fog Seal
SY
32000
1.62
51,840.00
Asphalt 2" A12.5 on 4.5" A19
DBE/SBE Certified
Total
579,691.00
Lic # 283318 A Gen Engineering
Proposal Valid for 30 Days
Engineer:
Per plans
Plan Date:
Exclusions:
Bonds, permits, taxes, testing, engineering, striping and signage, Prime coat,
Seal coat, Traffic control, traffic plan, barricades, concrete work, Underground
Work, underground removals & relocations, Site Clearing, Site Grading
Site Haul Off of Spoils
To accept this proposal, sign and date
X:
Gonzalez Asphalt Inc.
3001 W Lincoln, Phoenix, AZ 85009
Tel 623-594-2245 Fax 623-243-6429
Estimating@gonzalezasphalt.com (Robert)
tony.rose@gonzalezasphalt.com (Tony)
RFQ Group: SWPPP
Contact
Phone
Quote
Company Name
Location
Subcontractor Information
Minority
Argus Construction Services
Glendale, AZ
6022375967
1
Item and Task Prices
Description
Quantity UM
Quote 1
Quote 2
Quote 3
Quote 4
[2] - SWPP Inspections
25.00 UNIT
$160.00
$0.00
$0.00
$0.00
[2] - SWPPP Dust Control Inspection
25.00 EACH
$35.00
$0.00
$0.00
$0.00
[2] - Dust Sign
1.00 EACH
$325.00
$0.00
$0.00
$0.00
Total Quoted Price:
Plug Total For Items and Tasks Not Quoted:
Adjustments:
Total Adjusted Price:
$5,200.00
$0.00
$0.00
$5,200.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Chandler Dobson Water Install Project
Page 2
4/21/2023 5:08:53 PM
www.arguscs.com
2023638
SWPPP Proposal
DATE:
4/20/2023
ATTN: Estimating Department
Proposal valid until:
5/20/2023
B&F Contracting
Chandler Blvd-Dobson Rd Water & Sewer
Replacement and Rehabilitation Project
City Project No. WW2005.403
ITEM
DESCRIPTION
QTY
UNIT
UNIT PRICE
AMOUNT
1) SWPPP Manual & Plans
1) Provide the SWPPP Manual/Program in accordance
1
LS
$2,800.00
$2,800.00
with NPDES/AZPDES CGP
2) Includes a SWPPP Manual, Narrative and Plans
(1 hard copy and PDF)
2) SWPPP Inspections
1) Provide SWPPP site inspections/reports performed by
1
per visit
$160.00
TBD
certified personnel.
2) All SWPPP Inspection Reports managed through a
secure web based software. Client access available 24/7 with
project specific login.
3) Maintain and update all aspects of SWPPP
Manual and SWPP Plan
3) Project SWPPP Sign
Option 1
(per NOI AZCN #)
Provide SWPPP 36" X 36" aluminum sign (Sign Only)
1
EA
$325.00
$325.00
Option 2
Provide SWPPP 36" X 36" aluminum sign - with portable stand
1
EA
$600.00
$600.00
Option 3
Provide SWPPP 48" X 48" printed banner - with grommets
1
EA
$275.00
$275.00
Option 4
None
4) Dust Binder
1) Includes all Dust Logs/Documents required by the 310 Rule Permit
1
LS
$150.00
$150.00
5) Dust Site Audit
1) Review required Dust Logs/Documentation for accuracy
1
per visit
$35.00
TBD
and completeness
2) Inspect site for any violations
3) Per visit price only valid if it coincides with SWPPP Inspection
6) Project Initial Setup
1) Administrative setup/Project Coordination
1
LS
$250.00
$250.00
2) Assist with ADEQ NOI permit preparation
* All of the above quoted items will be completed in accordance with project specifications
and 2022 NPDES/2020 AZPDES CGP
CONDITIONS:
1) Access to Engineer's electronic files.
(Drawings PDF format if needed)
Amanda Earnshaw
2) No Retention to be held
Project Coordinator/Estimator
3) Additional Manuals $100.00 EA
Argus Construction Services
4) Inspection frequency every 14 days and storm events
5) SWPPP Management or SWPPP Inspection item amount
TBD upon project duration
EXCLUSIONS:
1) Permits, Fines, Penalties, and any associated Fees
Acceptance Signature
2) Review Fees
3) Sales Tax and Bond
Name:
4) Analytical Monitoring program/testing
5) SWPPP BMP materials, installation/maintenance
Title:
6) SPCC Plan
7) SWPPP/Construction schedule and sequencing plan to be
Date:
provided and updated by others.
8) Certified Payroll
Job #22-4020-01
PROPOSAL NO.:
3820 W. Happy Valley Rd. Ste. 141
Glendale, AZ. 85310
(602) 237-5967
B & F Contracting, Inc
Project: Chandler Blvd.
LocationDobson Rd to Chippements Place
City:
Chandler Blvd.
90% Plans
Bid Date:
Document Name: B & F W22268, Chandler WW2005.203
Bid
Unit
Item
Description
Qua.
Price
Extension FULLER FORM
WINWATER
FORTILINE
FERGUSON
38
12" DIP Water
Total Cost
Eligible Tax Credit Materials
12" RJ DIP
6900 LF
_______
69.17
$
477,266.10
$
71.44
$
492,936.00
$
71.43
$
492,867.00
$
50.43
$
347,967.00
$
347,967.00
$
FIELD LOCK
345 EA
-
$
-
$
-
$
188.09
$
64,891.05
$
64,891.05
$
-
$
-
$
-
$
-
$
-
$
38
12" Fittings
-
$
-
$
-
$
-
$
-
$
ID Tape (1000-ft Roll)
7 Rolls
_______
37.83
$
264.83
$
33.17
$
232.19
$
48.26
$
337.82
$
68.50
$
479.50
$
479.50
$
Locaror Wire AWG #14 THWN (500-ft0
15 Rolls
_______
76.67
$
1,150.01
$
-
$
89.01
$
1,335.15
$
160.97
$
2,414.55
$
2,414.55
$
Poly Tape
50 Rolls
_______
5.95
$
297.50
$
6.75
$
337.50
$
9.78
$
489.00
$
6.00
$
300.00
$
300.00
$
-
$
-
$
-
$
-
$
-
$
Poly Wrap For 12" DIP
7000 LF
_______
1.67
$
11,692.80
$
0.83
$
5,810.00
$
0.77
$
5,390.00
$
0.67
$
4,690.00
$
4,690.00
$
Poly Tape
50 Roll
_______
5.95
$
297.50
$
6.75
$
337.50
$
9.78
$
489.00
$
6.00
$
300.00
$
300.00
$
-
$
-
$
-
$
-
$
-
$
12" Flg Tee
8 EA
_______
1,149.44
$
9,195.55
$
1,180.96
$
9,447.68
$
1,087.36
$
8,698.88
$
1,091.34
$
8,730.72
$
8,730.72
$
12" MJ X Flg Tee
1 EA
_______
746.77
$
746.77
$
767.25
$
767.25
$
492.83
$
492.83
$
882.34
$
882.34
$
882.34
$
12" MJ Tee
1 EA
_______
525.53
$
525.53
$
539.93
$
539.93
$
497.14
$
497.14
$
498.96
$
498.96
$
498.96
$
12"x8" MJ Tee
2 EA
_______
410.07
$
820.14
$
421.32
$
842.64
$
387.92
$
775.84
$
396.55
$
793.10
$
793.10
$
12"x8" Flg Tee
2 EA
_______
956.09
$
1,912.18
$
982.28
$
1,964.56
$
904.43
$
1,808.86
$
1,129.64
$
2,259.28
$
2,259.28
$
12"x6" MJ X Flg Tee
1 EA
_______
469.22
$
469.22
$
482.09
$
482.09
$
443.87
$
443.87
$
445.50
$
445.50
$
445.50
$
12" Flg X MJ Adapt
4 EA
_______
328.17
$
1,312.68
$
337.17
$
1,348.68
$
310.44
$
1,241.76
$
317.35
$
1,269.40
$
1,269.40
$
12" MJ 22-1/2 Bend
3 EA
_______
273.57
$
820.71
$
281.08
$
843.24
$
258.79
$
776.37
$
259.74
$
779.22
$
779.22
$
12" MJ 45 Bend
17 EA
_______
312.81
$
5,317.82
$
321.39
$
5,463.63
$
295.92
$
5,030.64
$
297.00
$
5,049.00
$
5,049.00
$
12" MJ Solid Sleeve
6 EA
_______
288.36
$
1,730.14
$
296.27
$
1,777.62
$
272.78
$
1,636.68
$
273.78
$
1,642.68
$
1,642.68
$
-
$
-
$
-
$
-
$
-
$
12" Megalug For DIP
74 EA
_______
108.37
$
8,019.31
$
151.72
$
11,227.28
$
102.52
$
7,586.48
$
105.96
$
7,841.04
$
7,841.04
$
12" MJ Acc Set Less Gland
74 EA
_______
35.26
$
2,609.46
$
-
$
36.67
$
2,713.58
$
50.02
$
3,701.48
$
3,701.48
$
8" Megalug For DIP
2 EA
_______
50.18
$
100.37
$
79.38
$
158.76
$
47.47
$
94.94
$
49.07
$
98.14
$
98.14
$
8" MJ Acc Set Less Gland
2 EA
_______
25.59
$
51.19
$
-
$
26.62
$
53.24
$
35.28
$
70.56
$
70.56
$
12" Flg Bolt Set
4 EA
_______
40.90
$
163.60
$
49.31
$
197.24
$
68.25
$
273.00
$
34.24
$
136.96
$
136.96
$
12" Flg Gasket
4 EA
_______
10.80
$
43.20
$
-
$
-
$
19.93
$
79.72
$
79.72
$
-
$
-
$
-
$
-
$
-
$
38
12" PC-350 TJ DIP
-
$
-
$
-
$
-
$
-
$
12" PC-350 TJ DIP
1400 LF
_______
49.80
$
69,715.80
$
51.61
$
72,254.00
$
51.61
$
72,254.00
$
50.43
$
70,602.00
$
70,602.00
$
-
$
-
$
-
$
-
$
-
$
38
12" Fittings
-
$
-
$
-
$
-
$
-
$
12" ID Tape
4 Roll
_______
37.83
$
151.33
$
33.17
$
132.68
$
48.26
$
193.04
$
68.80
$
275.20
$
275.20
$
Locator Wire AWG #14 THWN
4 Roll
_______
76.67
$
306.67
$
125.25
$
501.00
$
89.01
$
356.04
$
160.97
$
643.88
$
643.88
$
Poly Tape
20 Roll
_______
5.95
$
119.00
$
6.75
$
135.00
$
9.78
$
195.60
$
6.00
$
120.00
$
120.00
$
-
$
-
$
-
$
-
$
-
$
Poly Wrap For 12" DIP
1500 LF
_______
1.67
$
2,505.45
$
0.83
$
1,245.00
$
0.77
$
1,155.00
$
0.67
$
1,005.00
$
1,005.00
$
Poly Tape
Roll
_______
5.95
$
-
$
6.75
$
-
$
9.78
$
-
$
6.00
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
39
8" DIP RJ
-
$
-
$
-
$
-
$
-
$
8" PC-350 RJ DIP
380 LF
_______
44.47
$
16,900.12
$
46.95
$
17,841.00
$
45.92
$
17,449.60
$
32.91
$
12,505.80
$
12,505.80
$
-
$
-
$
-
$
129.52
$
-
$
-
$
39
8" Fittings
-
$
-
$
-
$
-
$
-
$
ID Tape
_______
-
$
33.17
$
-
$
48.26
$
-
$
68.80
$
-
$
-
$
Locator Wire AWG #14 THWN
1 Roll
_______
76.67
$
76.67
$
125.25
$
125.25
$
89.01
$
89.01
$
160.97
$
160.97
$
160.97
$
Poly Tape
5 Roll
_______
5.95
$
29.75
$
6.75
$
33.75
$
9.78
$
48.90
$
6.00
$
30.00
$
30.00
$
-
$
-
$
-
$
-
$
-
$
Page 1 of 10
Poly Wrap For 8" DIP
500 LF
_______
-
$
0.55
$
275.00
$
0.57
$
285.00
$
0.60
$
300.00
$
300.00
$
Poly Tape
Roll
_______
5.95
$
-
$
6.75
$
-
$
9.78
$
-
$
6.00
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
12"x8" MJ Tee
1 EA
_______
410.07
$
410.07
$
421.32
$
421.32
$
387.92
$
387.92
$
396.55
$
396.55
$
396.55
$
12"x8" Flg Tee
1 EA
_______
956.07
$
956.07
$
982.28
$
982.28
$
904.43
$
904.43
$
1,129.64
$
1,129.64
$
1,129.64
$
12"x8" MJ X Flg Tee
3 EA
_______
520.98
$
1,562.93
$
535.26
$
1,605.78
$
492.83
$
1,478.49
$
615.56
$
1,846.68
$
1,846.68
$
8"x6" MJ Tee
1 EA
_______
218.40
$
218.40
$
224.39
$
224.39
$
206.60
$
206.60
$
211.20
$
211.20
$
211.20
$
8"x6" MJ X Flg Tee
3 EA
_______
245.13
$
735.39
$
251.86
$
755.58
$
231.90
$
695.70
$
289.64
$
868.92
$
868.92
$
8"x6" MJ Reducer
1 EA
_______
104.08
$
104.08
$
106.94
$
106.94
$
98.46
$
98.46
$
122.98
$
122.98
$
122.98
$
8" Flg X MJ Adapt
1 EA
_______
147.88
$
147.88
$
151.93
$
151.93
$
139.89
$
139.89
$
174.72
$
174.72
$
174.72
$
8" Flg Bolt Set
1 EA
_______
15.70
$
15.70
$
25.02
$
25.02
$
29.64
$
29.64
$
16.94
$
16.94
$
16.94
$
8" Flg Gasket
1 EA
_______
5.34
$
5.34
$
-
$
-
$
15.52
$
15.52
$
15.52
$
12" Megalug For DIP
8 EA
_______
108.37
$
866.95
$
151.72
$
1,213.76
$
102.52
$
820.16
$
105.96
$
847.68
$
847.68
$
12" MJ Acc Set Less Gland
8 EA
_______
35.26
$
282.10
$
-
$
36.67
$
293.36
$
50.02
$
400.16
$
400.16
$
8" Megalug For DIP
10 EA
_______
50.18
$
501.84
$
79.38
$
793.80
$
47.47
$
474.70
$
49.07
$
490.70
$
490.70
$
8" MJ Acc Set Less Gland
11 EA
_______
25.59
$
281.53
$
43.75
$
481.25
$
26.62
$
292.82
$
35.28
$
388.08
$
388.08
$
8" X 2" MJ Tapped Plug
3 EA
_______
126.83
$
380.49
$
114.54
$
343.62
$
119.98
$
359.94
$
149.86
$
449.58
$
449.58
$
8" MJ Solid Sleeve
1 EA
_______
179.16
$
179.16
$
184.08
$
184.08
$
169.48
$
169.48
$
211.68
$
211.68
$
211.68
$
-
$
-
$
-
$
-
$
-
$
16" Tie-In
-
$
-
$
-
$
-
$
-
$
46
16" X 8" Flg Tee
4 EA
_______
1,593.07
$
6,372.28
$
1,535.50
$
6,142.00
$
1,507.02
$
6,028.08
$
1,882.28
$
7,529.12
$
7,529.12
$
46
16" MJ Solid Sleeve
2 EA
_______
551.12
$
1,102.24
$
566.23
$
1,132.46
$
521.35
$
1,042.70
$
651.17
$
1,302.34
$
1,302.34
$
46
16" Flg X MJ Adapt
1 EA
_______
594.91
$
594.91
$
611.22
$
611.22
$
562.78
$
562.78
$
702.92
$
702.92
$
702.92
$
46
16" PC 200 TJ DIP
4 LF
_______
74.07
$
296.26
$
85.39
$
341.56
$
74.08
$
296.32
$
80.18
$
320.72
$
320.72
$
-
$
-
$
-
$
-
$
-
$
45
16" Flg X MJ Valve
1 EA
_______
7,755.44
$
7,755.44
$
7,215.91
$
7,215.91
$
9,601.00
$
9,601.00
$
8,493.75
$
8,493.75
$
8,493.75
$
45
16" Megalug For DIP
6 EA
_______
205.30
$
1,231.77
$
272.23
$
1,633.38
$
194.21
$
1,165.26
$
240.43
$
1,442.58
$
1,442.58
$
45
16" MJ Acc Set Less Gland
6 EA
_______
55.74
$
334.43
$
-
$
57.97
$
347.82
$
112.11
$
672.66
$
672.66
$
45
16" Flg Gasket
2 EA
_______
73.24
$
146.48
$
74.86
$
149.72
$
72.74
$
145.48
$
44.66
$
89.32
$
89.32
$
45
16" Flg Bolt Set
2 EA
_______
15.42
$
30.84
$
-
$
-
$
91.57
$
183.14
$
183.14
$
-
$
-
$
-
$
-
$
-
$
45
VB Top Section
1 EA
_______
72.50
$
72.50
$
72.50
$
72.50
$
75.40
$
75.40
$
53.66
$
53.66
$
53.66
$
45
VB Lid
1 EA
_______
-
$
55.00
$
55.00
$
51.94
$
51.94
$
63.92
$
63.92
$
63.92
$
45
VB Bottom Section
1 EA
_______
72.50
$
72.50
$
92.50
$
92.50
$
62.78
$
62.78
$
62.40
$
62.40
$
62.40
$
45
Debris Cap
1 EA
_______
64.67
$
64.67
$
65.63
$
65.63
$
63.05
$
63.05
$
79.29
$
79.29
$
79.29
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
39
Temp Cap For Testing
-
$
-
$
-
$
-
$
-
$
8"x2" MJ Tapped Cap
1 EA
_______
111.48
$
111.48
$
114.54
$
114.54
$
105.45
$
105.45
$
105.84
$
105.84
$
105.84
$
2" Galv St Ell
2 EA
_______
15.80
$
31.60
$
15.02
$
30.04
$
22.12
$
44.24
$
32.31
$
64.62
$
2"x6' Galv Nipple
1 EA
_______
9.35
$
9.35
$
11.59
$
11.59
$
11.59
$
11.59
$
116.66
$
116.66
$
2" Threaded Brass Gate Valve
1 EA
_______
53.74
$
53.74
$
53.41
$
53.41
$
53.41
$
53.41
$
48.54
$
48.54
$
8" Megalug For DIP
1 EA
_______
50.18
$
50.18
$
79.38
$
79.38
$
47.47
$
47.47
$
49.07
$
49.07
$
49.07
$
8" MJ Acc Set Less Gland
1 EA
_______
29.59
$
29.59
$
-
$
26.62
$
26.62
$
35.28
$
35.28
$
35.28
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
40
6" PC-350 DIP
-
$
-
$
-
$
-
$
-
$
6" PC-350 RJ DIP
240 LF
_______
33.93
$
8,142.24
$
35.82
$
8,596.80
$
35.03
$
8,407.20
$
24.99
$
5,997.60
$
5,997.60
$
6" FIELD LOCK
12
-
$
-
$
-
$
95.63
$
1,147.56
$
1,147.56
$
-
$
-
$
-
$
-
$
-
$
6" Fittings
-
$
-
$
-
$
-
$
-
$
ID Tape
1 Roll
_______
37.83
$
37.83
$
33.17
$
33.17
$
48.26
$
48.26
$
68.80
$
68.80
$
68.80
$
Locator Wire AWG #14 THWN
1 Roll
_______
76.67
$
76.67
$
125.25
$
125.25
$
89.01
$
89.01
$
160.97
$
160.97
$
160.97
$
Poly Tape
1 Roll
_______
5.95
$
5.95
$
6.75
$
6.75
$
9.78
$
9.78
$
6.00
$
6.00
$
6.00
$
-
$
-
$
-
$
-
$
-
$
Poly Wrap For 6" DIP
231 LF
_______
0.44
$
101.64
$
0.55
$
127.05
$
0.57
$
131.67
$
0.60
$
138.60
$
138.60
$
Poly Tape
5 Roll
_______
5.95
$
29.75
$
6.75
$
33.75
$
9.78
$
48.90
$
6.00
$
30.00
$
30.00
$
-
$
-
$
-
$
-
$
-
$
12"x6" MJ X Flg Tee
4 EA
_______
469.22
$
1,876.88
$
482.09
$
1,928.36
$
443.87
$
1,775.48
$
445.50
$
1,782.00
$
1,782.00
$
6" MJ 90 Bend
6 EA
_______
122.85
$
737.10
$
126.22
$
757.32
$
116.21
$
697.26
$
116.64
$
699.84
$
699.84
$
6"x2" MJ Cap
3 EA
_______
80.19
$
240.58
$
82.40
$
247.20
$
75.86
$
227.58
$
76.14
$
228.42
$
228.42
$
Page 2 of 10
12" Megalug For DIP
9 EA
_______
108.37
$
975.32
$
151.72
$
1,365.48
$
102.52
$
922.68
$
105.96
$
953.64
$
953.64
$
12" MJ Acc Set Less Gland
9 EA
_______
35.26
$
317.37
$
-
$
36.67
$
330.03
$
50.02
$
450.18
$
450.18
$
-
$
-
$
-
$
-
$
-
$
6" Megalug For DIP
5 EA
_______
33.40
$
166.98
$
58.25
$
291.25
$
31.59
$
157.95
$
32.65
$
163.25
$
163.25
$
6" MJ Acc Set Less Gland
5 EA
_______
22.75
$
113.75
$
-
$
23.66
$
118.30
$
32.45
$
162.25
$
162.25
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
41
4" Pipe
-
$
-
$
-
$
-
$
-
$
4" PC-350 TJ DIP
60 LF
_______
37.41
$
2,244.78
$
38.25
$
2,295.00
$
37.41
$
2,244.60
$
36.56
$
2,193.60
$
2,193.60
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
41
4" Fittings
-
$
-
$
-
$
-
$
-
$
ID Tape
_______
37.83
$
-
$
33.17
$
-
$
33.17
$
-
$
68.80
$
-
$
-
$
Poly Tape
_______
5.95
$
-
$
6.75
$
-
$
9.78
$
-
$
6.00
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
Poly Wrap For 4" DIP
EA
_______
0.44
$
-
$
0.55
$
-
$
0.57
$
-
$
0.60
$
-
$
-
$
Poly Tape
EA
_______
5.95
$
-
$
6.75
$
-
$
9.78
$
-
$
6.00
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
12"x4" MJ X Flg Tee
2 EA
_______
444.76
$
889.53
$
452.25
$
904.50
$
420.74
$
841.48
$
422.28
$
844.56
$
844.56
$
12" Megalug For DIP
4 EA
_______
108.37
$
433.48
$
151.72
$
606.88
$
102.52
$
410.08
$
105.96
$
423.84
$
423.84
$
12" MJ Acc Set Less Gland
4 EA
_______
35.26
$
141.05
$
-
$
36.67
$
146.68
$
50.02
$
200.08
$
200.08
$
4" Megalug For DIP
8 EA
_______
28.40
$
227.16
$
47.17
$
377.36
$
26.86
$
214.88
$
27.76
$
222.08
$
222.08
$
4" MJ Acc Set Less Gland
8 EA
_______
19.91
$
159.25
$
-
$
20.70
$
165.60
$
25.92
$
207.36
$
207.36
$
4" MJ 90
4 EA
_______
76.08
$
304.30
$
77.14
$
308.56
$
71.02
$
284.08
$
71.28
$
285.12
$
285.12
$
-
$
-
$
-
$
-
$
-
$
41
Temp Cap For Testing
-
$
-
$
-
$
-
$
-
$
4"x2" MJ Tapped Cap
2 EA
_______
58.58
$
117.16
$
60.20
$
120.40
$
55.42
$
110.84
$
55.62
$
111.24
$
111.24
$
2" Galv St Ell
4 EA
_______
15.80
$
63.20
$
15.02
$
60.08
$
22.12
$
88.48
$
32.31
$
129.24
$
2"x6' Galv Nipple
2 EA
_______
62.02
$
124.04
$
62.02
$
124.04
$
62.02
$
124.04
$
116.66
$
233.32
$
2" Threaded Brass Gate Valve
2 EA
_______
53.74
$
107.48
$
58.95
$
117.90
$
53.41
$
106.82
$
48.54
$
97.08
$
4" Megalug For DIP
2 EA
_______
28.40
$
56.79
$
47.17
$
94.34
$
26.86
$
53.72
$
27.76
$
55.52
$
55.52
$
4" MJ Acc Set Less Gland
2 EA
_______
19.91
$
39.81
$
-
$
20.70
$
41.40
$
25.92
$
51.84
$
51.84
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
12" Swing Tie-in At ACP
-
$
-
$
-
$
-
$
50
12" Dresser ACP X DIP
4 EA
_______
523.28
$
2,093.11
$
549.44
$
2,197.76
$
392.11
$
1,568.44
$
615.89
$
2,463.56
$
2,463.56
$
-
$
-
$
-
$
-
$
-
$
12" MJ 45 Bend
6 EA
_______
312.81
$
1,876.88
$
321.39
$
1,928.34
$
295.92
$
1,775.52
$
297.00
$
1,782.00
$
1,782.00
$
12" MJ 90 Bend
2 EA
_______
378.22
$
756.44
$
384.58
$
769.16
$
357.79
$
715.58
$
359.10
$
718.20
$
718.20
$
-
$
-
$
-
$
-
$
-
$
12" Megalug For DIP
16 EA
_______
108.37
$
1,733.90
$
151.72
$
2,427.52
$
102.52
$
1,640.32
$
105.96
$
1,695.36
$
1,695.36
$
12" MJ Acc Set Less Gland
8 EA
_______
35.26
$
282.10
$
-
$
36.67
$
293.36
$
50.02
$
400.16
$
400.16
$
-
$
-
$
-
$
-
$
-
$
50
Temp Cap For Testing
-
$
-
$
-
$
-
$
-
$
12"x2" MJ Tapped Cap
3 EA
_______
183.14
$
549.41
$
188.16
$
564.48
$
173.25
$
519.75
$
173.88
$
521.64
$
521.64
$
2" Galv St Ell
6 EA
_______
15.80
$
94.80
$
15.02
$
90.12
$
22.12
$
132.72
$
32.31
$
193.86
$
2"x6' Galv Nipple
3 EA
_______
62.02
$
186.06
$
62.02
$
186.06
$
62.02
$
186.06
$
116.66
$
349.98
$
2" Threaded Brass Gate Valve
3 EA
_______
53.74
$
161.23
$
58.95
$
176.85
$
53.41
$
160.23
$
48.54
$
145.62
$
12" Megalug For DIP
3 EA
_______
108.37
$
325.11
$
151.72
$
455.16
$
102.52
$
307.56
$
105.96
$
317.88
$
317.88
$
12" MJ Acc Set Less Gland
3 EA
_______
35.26
$
105.79
$
-
$
36.67
$
110.01
$
50.02
$
150.06
$
150.06
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
52&53 8" Swing Tie-in At ACP
-
$
-
$
-
$
-
$
-
$
8" Dresser ACP X DIP
4 EA
_______
335.13
$
1,340.50
$
351.89
$
1,407.56
$
224.81
$
899.24
$
418.77
$
1,675.08
$
1,675.08
$
8" Dresser PVC X DIP
1 EA
_______
335.13
$
335.13
$
351.89
$
351.89
$
224.81
$
224.81
$
418.77
$
418.77
$
418.77
$
-
$
-
$
-
$
-
$
-
$
8" MJ 45 Bend
8 EA
_______
145.03
$
1,160.25
$
149.02
$
1,192.16
$
137.20
$
1,097.60
$
137.70
$
1,101.60
$
1,101.60
$
8" MJ 90 Bend
2 EA
_______
177.45
$
354.90
$
182.32
$
364.64
$
167.86
$
335.72
$
168.48
$
336.96
$
336.96
$
-
$
-
$
-
$
-
$
-
$
8" Megalug For DIP
20 EA
_______
50.18
$
1,003.68
$
79.38
$
1,587.60
$
47.47
$
949.40
$
49.07
$
981.40
$
981.40
$
Page 3 of 10
8" MJ Acc Set Less Gland
20 EA
_______
25.59
$
511.88
$
-
$
26.62
$
532.40
$
35.28
$
705.60
$
705.60
$
-
$
-
$
-
$
-
$
-
$
Temp Cap For Testing
-
$
-
$
-
$
-
$
-
$
8"x2" MJ Tapped Cap
6 EA
_______
111.48
$
668.85
$
114.54
$
687.24
$
105.45
$
632.70
$
105.84
$
635.04
$
635.04
$
2" Galv St Ell
12 EA
_______
15.80
$
189.60
$
62.02
$
744.24
$
22.12
$
265.44
$
32.31
$
387.72
$
2"x6' Galv Nipple
6 EA
_______
62.02
$
372.12
$
62.02
$
372.12
$
62.02
$
372.12
$
116.66
$
699.96
$
2" Threaded Brass Gate Valve
6 EA
_______
53.74
$
322.45
$
58.95
$
353.70
$
53.41
$
320.46
$
48.54
$
291.24
$
8" Megalug For DIP
6 EA
_______
50.18
$
301.10
$
79.38
$
476.28
$
47.47
$
284.82
$
49.07
$
294.42
$
294.42
$
8" MJ Acc Set Less Gland
6 EA
_______
25.59
$
153.56
$
-
$
26.62
$
159.72
$
35.28
$
211.68
$
211.68
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
54&55 6" Swing Tie-in At ACP
-
$
-
$
-
$
-
$
6" Dresser ACP X DIP
4 EA
_______
263.06
$
1,052.23
$
276.22
$
1,104.88
$
226.00
$
904.00
$
260.48
$
1,041.92
$
1,041.92
$
6" Dresser PVC X DIP
1 EA
_______
263.06
$
263.06
$
276.22
$
276.22
$
226.00
$
226.00
$
260.48
$
260.48
$
260.48
$
6" MJ 45 Bend
6 EA
_______
99.53
$
597.19
$
102.27
$
613.62
$
94.15
$
564.90
$
94.50
$
567.00
$
567.00
$
6" MJ 90 Bend
5 EA
_______
122.85
$
614.25
$
126.22
$
631.10
$
116.21
$
581.05
$
116.64
$
583.20
$
583.20
$
-
$
-
$
-
$
-
$
-
$
6" Megalug For DIP
22 EA
_______
33.40
$
734.69
$
58.25
$
1,281.50
$
31.59
$
694.98
$
32.65
$
718.30
$
718.30
$
6" MJ Acc Set Less Gland
22 EA
_______
22.75
$
500.50
$
-
$
23.66
$
520.52
$
32.45
$
713.90
$
713.90
$
-
$
-
$
-
$
-
$
-
$
40
Temp Cap For Testing
-
$
-
$
-
$
-
$
-
$
6"x2" MJ Tapped Cap
4 EA
_______
80.19
$
320.78
$
82.40
$
329.60
$
75.86
$
303.44
$
76.14
$
304.56
$
304.56
$
2" Galv St Ell
11 EA
_______
15.80
$
173.80
$
15.02
$
165.22
$
22.12
$
243.32
$
32.31
$
355.41
$
2"x6' Galv Nipple
4 EA
_______
62.02
$
248.08
$
62.02
$
248.08
$
62.02
$
248.08
$
116.66
$
466.64
$
2" Threaded Brass Gate Valve
4 EA
_______
53.74
$
214.97
$
58.95
$
235.80
$
53.41
$
213.64
$
48.54
$
194.16
$
6" Megalug For DIP
4 EA
_______
33.40
$
133.58
$
58.25
$
233.00
$
31.59
$
126.36
$
32.65
$
130.60
$
130.60
$
6" MJ Acc Set Less Gland
4 EA
_______
22.75
$
91.00
$
-
$
23.66
$
94.64
$
32.45
$
129.80
$
129.80
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
56
4" Swing Tie-in At ACP
-
$
-
$
-
$
-
$
4" Dresser ACP X DIP
1 EA
_______
193.33
$
193.33
$
203.00
$
203.00
$
160.27
$
160.27
$
191.84
$
191.84
$
191.84
$
-
$
-
$
-
$
-
$
-
$
6"x4" MJ Reducer
1 EA
_______
71.66
$
71.66
$
73.63
$
73.63
$
67.79
$
67.79
$
84.68
$
84.68
$
84.68
$
-
$
-
$
-
$
-
$
-
$
6" Megalug For DIP
1 EA
_______
33.40
$
33.40
$
58.25
$
58.25
$
31.59
$
31.59
$
32.65
$
32.65
$
32.65
$
6" MJ Acc Set Less Gland
1 EA
_______
22.75
$
22.75
$
-
$
23.66
$
23.66
$
32.45
$
32.45
$
32.45
$
4" Megalug For DIP
1 EA
_______
28.40
$
28.40
$
47.17
$
47.17
$
26.86
$
26.86
$
27.76
$
27.76
$
27.76
$
4" MJ Acc Set Less Gland
1 EA
_______
19.91
$
19.91
$
-
$
20.70
$
20.70
$
25.92
$
25.92
$
25.92
$
-
$
-
$
-
$
-
$
-
$
Temp Cap For Testing
-
$
-
$
-
$
-
$
-
$
4"x2" MJ Tapped Cap
1 EA
_______
58.58
$
58.58
$
60.20
$
60.20
$
55.42
$
55.42
$
55.62
$
55.62
$
55.62
$
2" Galv St Ell
2 EA
_______
15.80
$
31.60
$
15.02
$
30.04
$
22.12
$
44.24
$
32.31
$
64.62
$
2"x6' Galv Nipple
1 EA
_______
62.02
$
62.02
$
62.02
$
62.02
$
62.02
$
62.02
$
116.66
$
116.66
$
2" Threaded Brass Gate Valve
1 EA
_______
53.74
$
53.74
$
58.95
$
58.95
$
53.41
$
53.41
$
48.54
$
48.54
$
4" Megalug For DIP
1 EA
_______
28.40
$
28.40
$
47.17
$
47.17
$
26.86
$
26.86
$
27.76
$
27.76
$
27.76
$
4" MJ Acc Set Less Gland
1 EA
_______
19.91
$
19.91
$
-
$
20.70
$
20.70
$
25.92
$
25.92
$
25.92
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
Half Vert. Realignment UP or Down
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
38
12" Vert Realignment
8 EA
_______
-
$
-
$
-
$
-
$
12" MJ 22-1/2 Bend
2 EA
_______
273.57
$
547.14
$
281.08
$
562.16
$
258.79
$
517.58
$
259.74
$
519.48
$
519.48
$
12" MJ 45 Bend
14 EA
_______
312.81
$
4,379.38
$
32.39
$
453.46
$
295.92
$
4,142.88
$
297.00
$
4,158.00
$
4,158.00
$
12" Megalug For DIP
32 EA
_______
108.36
$
3,467.52
$
151.72
$
4,855.04
$
102.52
$
3,280.64
$
105.96
$
3,390.72
$
3,390.72
$
12" MJ Acc Set Less Gland
32 EA
_______
35.26
$
1,128.42
$
-
$
36.67
$
1,173.44
$
50.02
$
1,600.64
$
1,600.64
$
-
$
-
$
-
$
-
$
-
$
39
8" Vert Realignment
5 EA
_______
-
$
-
$
-
$
-
$
-
$
8" MJ 45 Bend
10 EA
_______
145.03
$
1,450.31
$
149.02
$
1,490.20
$
137.20
$
1,372.00
$
137.70
$
1,377.00
$
1,377.00
$
8" Megalug For DIP
20 EA
_______
50.18
$
1,003.68
$
79.38
$
1,587.60
$
47.47
$
949.40
$
49.07
$
981.40
$
981.40
$
8" MJ Acc Set Less Gland
16 EA
_______
25.59
$
409.50
$
-
$
26.62
$
425.92
$
35.28
$
564.48
$
564.48
$
Page 4 of 10
-
$
-
$
-
$
-
$
-
$
40
6" Vert Realignment
1 EA
_______
-
$
-
$
-
$
-
$
-
$
6" MJ 45 Bend
4 EA
_______
99.53
$
398.12
$
102.27
$
409.08
$
94.15
$
376.60
$
94.50
$
378.00
$
378.00
$
-
$
-
$
-
$
-
$
-
$
6" Megalug For DIP
8 EA
_______
33.40
$
267.16
$
58.25
$
466.00
$
31.59
$
252.72
$
32.65
$
261.20
$
261.20
$
6" MJ Acc Set Less Gland
4 EA
_______
22.75
$
91.00
$
-
$
23.66
$
94.64
$
32.45
$
129.80
$
129.80
$
-
$
-
$
-
$
-
$
-
$
Full Vert. Realignment UP and Down
5 EA
_______
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
38
12" Vert Realignment
-
$
-
$
-
$
-
$
-
$
12" MJ 45 Bend
18 EA
_______
312.81
$
5,630.63
$
321.39
$
5,785.02
$
295.92
$
5,326.56
$
297.00
$
5,346.00
$
5,346.00
$
-
$
-
$
-
$
-
$
-
$
12" Megalug For DIP
36 EA
_______
108.37
$
3,901.28
$
151.72
$
5,461.92
$
102.52
$
3,690.72
$
105.96
$
3,814.56
$
3,814.56
$
12" MJ Acc Set Less Gland
36 EA
_______
35.26
$
1,269.47
$
-
$
36.67
$
1,320.12
$
50.02
$
1,800.72
$
1,800.72
$
-
$
-
$
-
$
-
$
-
$
39
8" Vert Realignment
4 EA
_______
-
$
-
$
-
$
-
$
-
$
8" MJ 45 Bend
16 EA
_______
145.03
$
2,320.50
$
149.02
$
2,384.32
$
137.20
$
2,195.20
$
137.70
$
2,203.20
$
2,203.20
$
-
$
-
$
-
$
-
$
-
$
8" Megalug For DIP
32 EA
_______
50.18
$
1,605.89
$
79.38
$
2,540.16
$
47.47
$
1,519.04
$
49.07
$
1,570.24
$
1,570.24
$
8" MJ Acc Set Less Gland
32 EA
_______
25.59
$
819.01
$
-
$
26.62
$
851.84
$
35.28
$
1,128.96
$
1,128.96
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
40
6" Vert Realignment
4 EA
_______
-
$
-
$
-
$
-
$
-
$
6" MJ 45 Bend
16 EA
_______
99.53
$
1,592.50
$
102.27
$
1,636.32
$
94.15
$
1,506.40
$
94.50
$
1,512.00
$
1,512.00
$
-
$
-
$
-
$
-
$
-
$
6" Megalug For DIP
32 EA
_______
33.40
$
1,068.64
$
58.25
$
1,864.00
$
31.59
$
1,010.88
$
32.65
$
1,044.80
$
1,044.80
$
6" MJ Acc Set Less Gland
32 EA
_______
22.75
$
728.00
$
-
$
23.66
$
757.12
$
32.45
$
1,038.40
$
1,038.40
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
37
12" Valve
-
$
-
$
-
$
-
$
-
$
12" Flg X MJ Valve
30 EA
_______
2,460.23
$
73,807.02
$
2,650.87
$
79,526.10
$
2,732.91
$
81,987.30
$
2,775.74
$
83,272.20
$
83,272.20
$
12" MJ Valve
11 EA
_______
2,577.41
$
28,351.49
$
2,778.19
$
30,560.09
$
2,864.29
$
31,507.19
$
2,909.04
$
31,999.44
$
31,999.44
$
12" Flg Bolt Set
30 EA
_______
40.90
$
1,227.00
$
49.31
$
1,479.30
$
68.25
$
2,047.50
$
34.24
$
1,027.20
$
1,027.20
$
12" Flg Gasket
30 EA
_______
10.80
$
324.00
$
-
$
-
$
19.93
$
597.90
$
597.90
$
12" Mega Lug For DIP
52 EA
_______
108.37
$
5,635.19
$
151.72
$
7,889.44
$
102.52
$
5,331.04
$
105.93
$
5,508.36
$
5,508.36
$
12" MJ Acc Set Lass Gland
52 EA
_______
35.26
$
1,833.68
$
-
$
36.67
$
1,906.84
$
50.02
$
2,601.04
$
2,601.04
$
-
$
-
$
-
$
-
$
-
$
VB Top Section
41 EA
_______
72.50
$
2,972.50
$
72.50
$
2,972.50
$
75.40
$
3,091.40
$
53.66
$
2,200.06
$
2,200.06
$
VB Lid
41 EA
_______
41.88
$
1,716.88
$
55.00
$
2,255.00
$
51.94
$
2,129.54
$
63.92
$
2,620.72
$
2,620.72
$
VB Bottom Section
41 EA
_______
72.50
$
2,972.50
$
92.00
$
3,772.00
$
62.78
$
2,573.98
$
62.40
$
2,558.40
$
2,558.40
$
Debris Cap
41 EA
_______
64.67
$
2,651.35
$
65.63
$
2,690.83
$
63.05
$
2,585.05
$
79.29
$
3,250.89
$
3,250.89
$
-
$
-
$
-
$
-
$
-
$
VB Stem Extention 8'
2 EA
_______
440.70
$
881.40
$
-
$
-
$
-
$
-
$
Small Dirt Ring
2 EA
_______
79.62
$
159.25
$
100.50
$
201.00
$
100.50
$
201.00
$
308.57
$
617.14
$
617.14
$
VB Extention 8'
2 EA
_______
92.50
$
185.00
$
356.29
$
712.58
$
356.29
$
712.58
$
74.25
$
148.50
$
148.50
$
-
$
-
$
-
$
-
$
-
$
42 & 43 12" Permaseal Insurtion Valve
-
$
-
$
-
$
-
$
-
$
12" Insertion Valve
6 EA
_______
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
VB Top Section
6 EA
_______
72.50
$
435.00
$
72.50
$
435.00
$
75.40
$
452.40
$
53.66
$
321.96
$
321.96
$
VB Lid
6 EA
_______
41.88
$
251.25
$
92.50
$
555.00
$
51.94
$
311.64
$
63.92
$
383.52
$
383.52
$
VB Bottom Section
6 EA
_______
72.50
$
435.00
$
55.00
$
330.00
$
62.78
$
376.68
$
62.40
$
374.40
$
374.40
$
Debris Cap
6 EA
_______
64.67
$
388.00
$
65.00
$
390.00
$
63.05
$
378.30
$
72.29
$
433.74
$
433.74
$
-
$
-
$
-
$
-
$
-
$
12" MJ Cap
1 EA
_______
152.99
$
152.99
$
157.20
$
157.20
$
144.73
$
144.73
$
180.77
$
180.77
$
180.77
$
12" Megalug For DIP
1 EA
_______
108.37
$
108.37
$
151.72
$
151.72
$
102.52
$
102.52
$
105.96
$
105.96
$
105.96
$
12" MJ Acc Set Less Gland
1 EA
_______
35.26
$
35.26
$
-
$
36.67
$
36.67
$
50.02
$
50.02
$
50.02
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
Page 5 of 10
47
Thrust Block 12" Pipe
5 EA
_______
-
$
-
$
-
$
-
$
-
$
12" Megalug
10 EA
_______
108.37
$
1,083.69
$
110.40
$
1,104.00
$
102.52
$
1,025.20
$
105.96
$
1,059.60
$
1,059.60
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
48
Thrust Block 8" Pipe
4 EA
_______
-
$
-
$
-
$
-
$
-
$
8" Megalug
8 EA
_______
50.18
$
401.47
$
68.00
$
544.00
$
47.47
$
379.76
$
49.07
$
392.56
$
392.56
$
-
$
-
$
-
$
-
$
-
$
48
Thrust Block 6" Pipe
1 EA
_______
-
$
-
$
-
$
-
$
-
$
6" Megalug
2 EA
_______
33.40
$
66.79
$
38.40
$
76.80
$
31.59
$
63.18
$
32.65
$
65.30
$
65.30
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
39
8" Valve
-
$
-
$
-
$
-
$
-
$
8" Flg X MJ Valve
7 EA
_______
1,311.14
$
9,177.97
$
1,381.43
$
9,670.01
$
1,424.41
$
9,970.87
$
1,446.46
$
10,125.22
$
10,125.22
$
8" MJ Valve
3 EA
_______
1,335.52
$
4,006.57
$
1,408.07
$
4,224.21
$
1,451.78
$
4,355.34
$
1,474.36
$
4,423.08
$
4,423.08
$
8" Flg Bolt Set
7 EA
_______
15.70
$
109.90
$
25.02
$
175.14
$
29.64
$
207.48
$
16.94
$
118.58
$
118.58
$
8" Flg Gasket
7 EA
_______
5.34
$
37.38
$
-
$
-
$
15.52
$
108.64
$
108.64
$
8" Mega Lug For DIP
13 EA
_______
50.18
$
652.39
$
79.38
$
1,031.94
$
47.47
$
617.11
$
49.07
$
637.91
$
637.91
$
8" MJ Acc Set Lass Gland
13 EA
_______
25.59
$
332.72
$
-
$
26.62
$
346.06
$
35.28
$
458.64
$
458.64
$
-
$
-
$
-
$
-
$
-
$
VB Top Section
10 EA
_______
72.50
$
725.00
$
72.50
$
725.00
$
75.40
$
754.00
$
53.66
$
536.60
$
536.60
$
VB Lid
10 EA
_______
41.88
$
418.75
$
92.50
$
925.00
$
51.94
$
519.40
$
63.92
$
639.20
$
639.20
$
VB Bottom Section
10 EA
_______
72.50
$
725.00
$
55.00
$
550.00
$
62.78
$
627.80
$
62.40
$
624.00
$
624.00
$
Debris Cap
10 EA
_______
64.67
$
646.67
$
65.63
$
656.30
$
63.05
$
630.50
$
79.29
$
792.90
$
792.90
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
40
6" Valve
-
$
-
$
-
$
-
$
-
$
6" Flg X MJ Valve
7 EA
_______
821.05
$
5,747.38
$
884.04
$
6,188.28
$
911.53
$
6,380.71
$
925.66
$
6,479.62
$
6,479.62
$
6" Flg Bolt Set
7 EA
_______
15.70
$
109.90
$
19.80
$
138.60
$
25.48
$
178.36
$
11.34
$
79.38
$
79.38
$
6" Flg Gasket
7 EA
_______
4.00
$
28.00
$
-
$
-
$
16.94
$
118.58
$
118.58
$
6" Mega Lug For DIP
7 EA
_______
33.40
$
233.77
$
58.25
$
407.75
$
31.59
$
221.13
$
32.65
$
228.55
$
228.55
$
6" MJ Acc Set Lass Gland
7 EA
_______
22.75
$
159.25
$
-
$
23.66
$
165.62
$
32.45
$
227.15
$
227.15
$
-
$
-
$
-
$
-
$
-
$
VB Top Section
7 EA
_______
72.50
$
507.50
$
72.50
$
507.50
$
75.40
$
527.80
$
53.66
$
375.62
$
375.62
$
VB Lid
7 EA
_______
41.88
$
293.13
$
92.50
$
647.50
$
51.94
$
363.58
$
63.92
$
447.44
$
447.44
$
VB Bottom Section
7 EA
_______
72.50
$
507.50
$
55.00
$
385.00
$
62.78
$
439.46
$
62.40
$
436.80
$
436.80
$
Debris Cap
7 EA
_______
64.67
$
452.67
$
65.63
$
459.41
$
63.05
$
441.35
$
79.29
$
555.03
$
555.03
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
42
4" Valve
-
$
-
$
-
$
-
$
-
$
4" Flg X MJ Valve
2 EA
_______
628.41
$
1,256.81
$
661.43
$
1,322.86
$
681.87
$
1,363.74
$
692.54
$
1,385.08
$
1,385.08
$
4" Flg Bolt Set
2 EA
_______
9.56
$
19.12
$
12.50
$
25.00
$
17.03
$
34.06
$
9.01
$
18.02
$
18.02
$
4" Flg Gasket
2 EA
_______
2.56
$
5.12
$
-
$
-
$
8.53
$
17.06
$
17.06
$
4" Mega Lug For DIP
2 EA
_______
28.40
$
56.79
$
47.17
$
94.34
$
26.86
$
53.72
$
27.76
$
55.52
$
55.52
$
4" MJ Acc Set Lass Gland
2 EA
_______
19.91
$
39.81
$
-
$
20.70
$
41.40
$
25.92
$
51.84
$
51.84
$
-
$
-
$
-
$
-
$
-
$
VB Top Section
2 EA
_______
72.50
$
145.00
$
72.50
$
145.00
$
75.40
$
150.80
$
53.66
$
107.32
$
107.32
$
VB Lid
2 EA
_______
41.88
$
83.75
$
92.50
$
185.00
$
51.94
$
103.88
$
63.92
$
127.84
$
127.84
$
VB Bottom Section
2 EA
_______
72.50
$
145.00
$
55.00
$
110.00
$
62.78
$
125.56
$
62.40
$
124.80
$
124.80
$
Debris Cap
2 EA
_______
64.67
$
129.33
$
65.63
$
131.26
$
63.05
$
126.10
$
79.29
$
158.58
$
158.58
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
Fire Hydrant With 6" DIP Run
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
40
6"x6" MJ X Flg Tee
1 EA
_______
203.04
$
203.04
$
208.62
$
208.62
$
192.08
$
192.08
$
192.78
$
192.78
$
192.78
$
40
6"x6" MJ Tee
1 EA
_______
176.31
$
176.31
$
321.39
$
321.39
$
166.79
$
166.79
$
167.40
$
167.40
$
167.40
$
40
6" Flg Tee
3 EA
_______
312.81
$
938.44
$
321.39
$
964.17
$
295.92
$
887.76
$
369.60
$
1,108.80
$
1,108.80
$
40
8"x6" MJ Tee
1 EA
_______
218.40
$
218.40
$
224.39
$
224.39
$
206.60
$
206.60
$
211.20
$
211.20
$
211.20
$
40
8"x6" MJ X Flg Tee
1 EA
_______
245.13
$
245.13
$
251.86
$
251.86
$
443.87
$
443.87
$
289.64
$
289.64
$
289.64
$
40
12"x6" MJ X Flg Tee
5 EA
_______
469.22
$
2,346.10
$
482.09
$
2,410.45
$
443.87
$
2,219.35
$
445.50
$
2,227.50
$
2,227.50
$
40
12"x6" MJ X Flg Tee
1 EA
_______
469.22
$
469.22
$
482.09
$
482.09
$
486.24
$
486.24
$
445.50
$
445.50
$
445.50
$
Page 6 of 10
40
6" Flg X MJ Adapt
6 EA
_______
98.39
$
590.36
$
101.10
$
606.60
$
93.08
$
558.48
$
93.42
$
560.52
$
560.52
$
40
6" X 24" Grade Lock
1 EA
_______
654.65
$
654.65
$
404.56
$
404.56
$
486.24
$
486.24
$
867.28
$
867.28
$
867.28
$
40
6" MJ 90 Bend
3 EA
_______
122.85
$
368.55
$
126.22
$
378.66
$
116.21
$
348.63
$
116.64
$
349.92
$
349.92
$
40
6" MJ X Flg 90 Bend
1 EA
_______
150.72
$
150.72
$
154.61
$
154.61
$
142.58
$
142.58
$
178.08
$
178.08
$
178.08
$
40
12" Megalug For DIP
12 EA
_______
108.37
$
1,300.43
$
151.72
$
1,820.64
$
102.52
$
1,230.24
$
105.96
$
1,271.52
$
1,271.52
$
40
12" MJ Acc Set Less Gland
12 EA
_______
35.26
$
423.16
$
-
$
36.67
$
440.04
$
50.02
$
600.24
$
600.24
$
40
8" Megalug For DIP
5 EA
_______
50.18
$
250.92
$
79.38
$
396.90
$
47.47
$
237.35
$
49.07
$
245.35
$
245.35
$
40
8" MJ Acc Set Less Gland
5 EA
_______
25.59
$
127.97
$
-
$
26.62
$
133.10
$
35.28
$
176.40
$
176.40
$
40
6" Megalug For DIP
50 EA
_______
33.40
$
1,669.75
$
58.25
$
2,912.50
$
31.59
$
1,579.50
$
32.65
$
1,632.50
$
1,632.50
$
40
6" MJ Acc Set Less Gland
50 EA
_______
22.75
$
1,137.50
$
-
$
23.66
$
1,183.00
$
32.45
$
1,622.50
$
1,622.50
$
40
-
$
-
$
-
$
-
$
-
$
40
6" Flg X MJ Valve
11 EA
_______
821.05
$
9,031.59
$
884.04
$
9,724.44
$
911.53
$
10,026.83
$
925.66
$
10,182.26
$
10,182.26
$
40
6" MJ Valve
2 EA
_______
821.05
$
1,642.10
$
884.04
$
1,768.08
$
911.53
$
1,823.06
$
925.66
$
1,851.32
$
1,851.32
$
40
VB Top Section
13 EA
_______
72.50
$
942.50
$
72.50
$
942.50
$
75.40
$
980.20
$
53.66
$
697.58
$
697.58
$
40
VB Lid
13 EA
_______
41.86
$
544.15
$
92.50
$
1,202.50
$
51.94
$
675.22
$
63.92
$
830.96
$
830.96
$
40
VB Bottom Section
13 EA
_______
72.50
$
942.50
$
55.00
$
715.00
$
63.05
$
819.65
$
62.40
$
811.20
$
811.20
$
40
Debris Cap
13 EA
_______
64.67
$
840.67
$
65.63
$
853.19
$
63.05
$
819.65
$
79.29
$
1,030.77
$
1,030.77
$
40
-
$
-
$
-
$
-
$
-
$
40
6" Flg Bolt Set
12 EA
_______
15.70
$
188.40
$
19.80
$
237.60
$
25.48
$
305.76
$
16.94
$
203.28
$
203.28
$
40
6" Flg Gasket
12 EA
_______
4.00
$
48.00
$
-
$
-
$
11.34
$
136.08
$
136.08
$
40
-
$
-
$
-
$
-
$
-
$
40
6" TJ DIP
220 LF
_______
24.77
$
5,449.18
$
26.15
$
5,753.00
$
25.58
$
5,627.60
$
24.99
$
5,497.80
$
5,497.80
$
40
6" TJ Joint Restraint
11 EA
_______
81.26
$
893.85
$
81.26
$
893.86
$
-
$
95.63
$
1,051.93
$
1,051.93
$
-
$
-
$
-
$
-
$
-
$
57
FH 4'6" Bury
13 EA
_______
2,596.84
$
33,758.95
$
2,767.83
$
35,981.79
$
2,844.52
$
36,978.76
$
2,965.38
$
38,549.94
$
38,549.94
$
57
"Out Of Service" Sign
13 EA
_______
10.00
$
130.00
$
46.56
$
605.28
$
11.92
$
154.96
$
8.76
$
113.88
$
-
$
-
$
-
$
-
$
61
2" Service
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
12"x2" Saddle
3 EA
_______
304.02
$
912.05
$
273.41
$
820.23
$
347.24
$
1,041.72
$
306.25
$
918.75
$
918.75
$
2" Corp
3 EA
_______
335.19
$
1,005.58
$
371.34
$
1,114.02
$
375.61
$
1,126.83
$
320.38
$
961.14
$
2" cs male adapter
7 EA
_______
14.66
$
102.63
$
26.53
$
185.71
$
38.88
$
272.16
$
31.89
$
223.23
$
2 cs 90
7 EA
_______
24.15
$
169.05
$
22.26
$
155.82
$
25.41
$
177.87
$
2 cs 45
3 EA
_______
22.32
$
32.68
$
98.04
$
21.35
$
64.05
$
2" Meter Stop
3 EA
_______
400.20
$
1,200.61
$
436.09
$
1,308.27
$
495.23
$
1,485.69
$
324.05
$
972.15
$
Meter Box
3 EA
_______
85.66
$
256.99
$
89.32
$
267.96
$
101.92
$
305.76
$
108.49
$
325.47
$
Meter Box Lid
3 EA
_______
162.18
$
486.53
$
156.25
$
468.75
$
133.13
$
399.39
$
202.97
$
608.91
$
-
$
-
$
-
$
-
$
2" K-Hard Copper
80 LF
_______
21.08
$
1,686.00
$
20.39
$
1,631.20
$
20.54
$
1,643.20
$
19.18
$
1,534.40
$
2" Copper Sweat 45 Bends
4 EA
_______
12.32
$
49.29
$
22.32
$
89.28
$
32.68
$
130.72
$
21.35
$
85.40
$
2" Copper Sweat 90 Bends
7 EA
_______
13.28
$
92.94
$
24.15
$
169.05
$
22.26
$
155.82
$
23.01
$
161.07
$
-
$
-
$
-
$
-
$
61
Privat Side Tie-In
-
$
-
$
-
$
-
$
2" Meter Flg
3 EA
_______
85.02
$
255.05
$
45.66
$
136.98
$
94.70
$
284.10
$
48.06
$
144.18
$
2" NB & G Set
4 EA
_______
6.60
$
26.40
$
-
$
67.73
$
270.92
$
2.83
$
11.34
$
2" Copper X MIP Adapt
4 EA
_______
14.66
$
58.65
$
26.53
$
106.12
$
38.88
$
155.52
$
25.41
$
101.64
$
2" Copper Sweat 90 Bends
5 EA
_______
13.28
$
66.39
$
24.15
$
120.75
$
22.26
$
111.30
$
23.01
$
115.05
$
2" K-Hard Copper
60 LF
_______
21.08
$
1,264.50
$
20.39
$
1,223.40
$
20.54
$
1,232.40
$
19.18
$
1,150.80
$
-
$
-
$
-
$
-
$
61
2" Water service Tie-in No Meter Box
-
$
-
$
-
$
-
$
12"x2" Service Saddle
2 EA
_______
304.02
$
608.04
$
273.41
$
546.82
$
347.24
$
694.48
$
306.25
$
612.50
$
612.50
$
2" K-Hard Copper
100 LF
_______
21.08
$
2,107.50
$
20.39
$
2,039.00
$
20.54
$
2,054.00
$
19.18
$
1,918.00
$
2" Copper Sweat 45 Bends
8 EA
_______
12.32
$
98.58
$
22.32
$
178.56
$
32.68
$
261.44
$
21.35
$
170.80
$
2" Copper Sweat 90 Bends
4 EA
_______
13.28
$
53.11
$
24.15
$
96.60
$
22.26
$
89.04
$
23.01
$
92.04
$
2" Copper Sweat Coupling
4 EA
_______
6.68
$
26.71
$
12.12
$
48.48
$
17.71
$
70.84
$
11.57
$
46.28
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
60
1-1/2" Service
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
12"x1-1/2" Saddle
12 EA
_______
298.63
$
3,583.60
$
264.60
$
3,175.20
$
341.04
$
4,092.48
$
300.83
$
3,609.96
$
3,609.96
$
1-1/2" Corp
12 EA
_______
207.26
$
2,487.06
$
182.90
$
2,194.80
$
227.13
$
2,725.56
$
187.85
$
2,254.20
$
Page 7 of 10
1-1/2" cs mip adaptor
24 ea
8.66
$
207.89
$
15.97
$
383.28
$
15.97
$
383.28
$
15.02
$
360.48
$
1-1/2" Meter Stop
12 EA
_______
339.14
$
4,069.72
$
387.57
$
4,650.84
$
388.54
$
4,662.48
$
324.13
$
3,889.56
$
Meter Box
12 EA
_______
85.66
$
1,027.96
$
89.32
$
1,071.84
$
101.92
$
1,223.04
$
108.49
$
1,301.88
$
Meter Box Lid
12 EA
_______
162.18
$
1,946.10
$
156.25
$
1,875.00
$
133.13
$
1,597.56
$
202.97
$
2,435.64
$
-
$
-
$
-
$
-
$
1-1/2" K-Hard Copper
380 LF
_______
14.02
$
5,327.98
$
13.45
$
5,111.00
$
11.85
$
4,503.00
$
13.62
$
5,175.60
$
1-1/2" Copper Sweat 45 Bends
18 EA
_______
7.39
$
132.93
$
13.33
$
239.94
$
19.57
$
352.26
$
12.79
$
230.22
$
1-1/2" Copper Sweat 90 Bends
22 EA
_______
7.29
$
160.42
$
13.61
$
299.42
$
12.72
$
279.84
$
12.64
$
278.08
$
1-1/2" Copper Sweat Coupling
18 EA
_______
4.00
$
72.00
$
7.81
$
140.58
$
10.62
$
191.16
$
6.94
$
124.92
$
-
$
-
$
-
$
-
$
60
Private Side Tie-In
-
$
-
$
-
$
-
$
1-1/2" Meter Flg
12 EA
_______
65.11
$
781.30
$
43.89
$
526.68
$
73.55
$
882.60
$
44.39
$
532.68
$
1-1/2" NB & G Set
12 EA
_______
6.60
$
79.20
$
-
$
39.89
$
478.68
$
1.69
$
20.24
$
1-1/2" Copper X MIP Adapt
12 EA
_______
8.66
$
103.94
$
15.97
$
191.64
$
22.98
$
275.76
$
15.02
$
180.24
$
1-1/2" Copper Sweat 90 Bends
22 EA
_______
7.29
$
160.42
$
13.61
$
299.42
$
12.72
$
279.84
$
12.64
$
278.08
$
1-1/2" K-Hard Copper
140 LF
_______
14.02
$
1,962.94
$
7.81
$
1,093.40
$
11.85
$
1,659.00
$
13.62
$
1,906.80
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
60
1-1/2" Service tie-in Existing Meter
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
12"x1-1/2" Saddle
1 EA
_______
298.63
$
298.63
$
264.60
$
264.60
$
341.04
$
341.04
$
300.83
$
300.83
$
300.83
$
1-1/2" Corp
1 EA
_______
207.26
$
207.26
$
182.90
$
182.90
$
227.13
$
227.13
$
187.85
$
187.85
$
1-1/2" Copper X MIP Adapt
2 ea
8.66
$
17.32
$
15.97
$
31.94
$
15.97
$
31.94
$
15.97
$
31.94
$
1-1/2" Meter Stop
1 EA
_______
339.14
$
339.14
$
387.57
$
387.57
$
388.54
$
388.54
$
324.13
$
324.13
$
1-1/2" K-Hard Copper
80 LF
_______
14.02
$
1,121.68
$
7.81
$
624.80
$
11.85
$
948.00
$
13.62
$
1,089.60
$
1-1/2" Copper Sweat 90 Bends
5 EA
_______
7.29
$
36.46
$
13.61
$
68.05
$
12.72
$
63.60
$
12.64
$
63.20
$
1-1/2" Copper Sweat 45 Bends
3 EA
_______
7.39
$
22.16
$
13.33
$
39.99
$
19.57
$
58.71
$
12.79
$
38.37
$
1-1/2" Copper Sweat Coupling
3 EA
_______
4.00
$
12.00
$
7.81
$
23.43
$
10.62
$
31.86
$
6.94
$
20.82
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
59
1" Water service
-
$
-
$
-
$
-
$
12"x1" Service Saddle
5 EA
_______
264.78
$
1,323.90
$
252.76
$
1,263.80
$
302.35
$
1,511.75
$
266.72
$
1,333.60
$
1,333.60
$
1" Corp
5 EA
_______
95.56
$
477.79
$
77.05
$
385.25
$
100.65
$
503.25
$
91.34
$
456.70
$
1" K-soft Copper
130 LF
_______
9.67
$
1,256.71
$
9.31
$
1,210.30
$
10.32
$
1,341.60
$
10.03
$
1,303.90
$
1" Meter Stop
5 EA
_______
171.08
$
855.40
$
182.55
$
912.75
$
186.31
$
931.55
$
163.49
$
817.45
$
Meter Box Bottom
5 EA
_______
60.74
$
303.72
$
63.07
$
315.35
$
72.27
$
361.35
$
45.00
$
225.00
$
Meter Box Lid
5 EA
_______
97.53
$
487.63
$
104.19
$
520.95
$
66.89
$
334.45
$
146.29
$
731.45
$
4"x6' SCH-40 Steel Pipe Pe X Pe
200.00
$
-
$
-
$
176.47
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
59
Private Side Tie-in
-
$
-
$
-
$
-
$
1" Meter Coupling
7 EA
_______
22.53
$
157.70
$
10.95
$
76.65
$
22.61
$
158.27
$
11.68
$
81.76
$
1" K-soft Copper
70 LF
_______
9.67
$
676.69
$
9.31
$
651.70
$
10.32
$
722.40
$
10.03
$
702.10
$
1" Coupling.
7 EA
_______
31.37
$
219.58
$
10.95
$
76.65
$
32.25
$
225.75
$
29.98
$
209.86
$
-
$
-
$
-
$
-
$
59
1" Water service Tie-in No Meter Box
-
$
-
$
-
$
-
$
12"x1" Service Saddle
1 EA
_______
264.78
$
264.78
$
252.76
$
252.76
$
302.35
$
302.35
$
266.72
$
266.72
$
266.72
$
1" Corp
1 EA
_______
95.56
$
95.56
$
77.05
$
77.05
$
100.65
$
100.65
$
91.34
$
91.34
$
1" K-soft Copper
20 LF
_______
9.67
$
193.34
$
9.31
$
186.20
$
10.32
$
206.40
$
10.03
$
200.60
$
1" Corp Coupling
1 EA
_______
31.37
$
31.37
$
10.95
$
10.95
$
32.25
$
32.25
$
29.98
$
29.98
$
1" Meter Stop
1 EA
_______
171.08
$
171.08
$
182.55
$
182.55
$
186.31
$
186.31
$
163.49
$
163.49
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
65
2" RP Backflow Assembly
-
$
-
$
-
$
-
$
2" RP Backflow Assembly
1 EA
_______
744.83
$
744.83
$
672.95
$
672.95
$
652.73
$
652.73
$
920.32
$
920.32
$
2" Copper X MIP Adapt
2 EA
_______
14.66
$
29.32
$
26.53
$
53.06
$
38.88
$
77.76
$
25.41
$
50.82
$
2" K-Hard Copper
40 LF
_______
21.08
$
843.00
$
20.39
$
815.60
$
20.54
$
821.60
$
19.18
$
767.20
$
2" Sweat 90 Bends
4 EA
_______
13.28
$
53.11
$
24.15
$
96.60
$
22.26
$
89.04
$
23.01
$
92.04
$
Page 8 of 10
2" Copper Union
1 EA
_______
143.89
$
143.89
$
100.71
$
100.71
$
150.58
$
150.58
$
91.41
$
91.41
$
Guard Shack
1 EA
_______
437.33
$
437.33
$
404.94
$
404.94
$
396.68
$
396.68
$
464.76
$
464.76
$
-
$
-
$
-
$
-
$
64
1-1/2" RP Backflow Assembly
-
$
-
$
-
$
-
$
1-1/2" RP Backflow Assembly
3 EA
_______
653.36
$
1,960.09
$
625.89
$
1,877.67
$
565.27
$
1,695.81
$
735.83
$
2,207.49
$
1-1/2" Copper X MIP Adapt
6 EA
_______
8.66
$
51.97
$
10.00
$
60.00
$
22.98
$
137.88
$
15.02
$
90.12
$
1-1/2" K-Hard Copper
80 LF
_______
14.02
$
1,121.68
$
8.30
$
664.00
$
11.85
$
948.00
$
13.62
$
1,089.60
$
1-1/2" Sweat 90 Bends
12 EA
_______
7.29
$
87.50
$
6.51
$
78.12
$
12.72
$
152.64
$
12.64
$
151.68
$
1-1/2" Copper Union
3 EA
_______
75.62
$
226.85
$
23.05
$
69.15
$
71.80
$
215.40
$
53.63
$
160.89
$
Guard Shack
3 EA
_______
378.67
$
1,136.00
$
316.05
$
948.15
$
396.68
$
1,190.04
$
402.84
$
1,208.52
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
63
1" RP Backflow Assembly
-
$
-
$
-
$
-
$
1" RP Backflow Assembly
3 EA
_______
234.70
$
704.10
$
337.65
$
1,012.95
$
291.21
$
873.63
$
379.08
$
1,137.24
$
1" Copper X MIP Adapt
14 EA
_______
5.09
$
71.29
$
10.00
$
140.00
$
13.65
$
191.10
$
8.92
$
124.88
$
1" K-Hard Copper
80 LF
_______
8.70
$
695.84
$
8.30
$
664.00
$
7.27
$
581.60
$
10.03
$
802.40
$
1" Sweat 90 Bends
14 EA
_______
3.09
$
43.29
$
6.51
$
91.14
$
8.37
$
117.18
$
5.47
$
76.58
$
1" Copper Union
5 EA
_______
14.22
$
71.08
$
23.05
$
115.25
$
34.62
$
173.10
$
22.62
$
113.10
$
Guard Shack
3 EA
_______
378.67
$
1,136.00
$
316.05
$
948.15
$
324.59
$
973.77
$
418.98
$
1,256.94
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
Fireline and FDC Modified Installation
-
$
-
$
-
$
-
$
Per Candler Detail FD103
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
67
6" RP Backflow COC C-315
-
$
-
$
-
$
-
$
6" RP Backflow Assembly
2 EA
_______
5,495.69
$
10,991.38
$
5,574.12
$
11,148.24
$
4,572.64
$
9,145.28
$
5,225.87
$
10,451.74
$
10,451.74
$
6"x6' Flg Spool
4 EA
_______
779.38
$
3,117.50
$
775.31
$
3,101.24
$
794.17
$
3,176.68
$
983.40
$
3,933.60
$
3,933.60
$
6"x4' Flg Spool
4 EA
_______
620.28
$
2,481.10
$
629.34
$
2,517.36
$
631.36
$
2,525.44
$
781.80
$
3,127.20
$
3,127.20
$
6" Flg 90 Bend
8 EA
_______
213.85
$
1,710.80
$
629.34
$
5,034.72
$
202.30
$
1,618.40
$
203.04
$
1,624.32
$
1,624.32
$
6" Flg X MJ Adapt
4 EA
_______
98.39
$
393.58
$
219.72
$
878.88
$
93.08
$
372.32
$
93.42
$
373.68
$
373.68
$
6" Flg Bolt Set
20 EA
_______
15.70
$
314.00
$
101.10
$
2,022.00
$
25.48
$
509.60
$
16.94
$
338.80
$
338.80
$
6" Flg Gasket
20 EA
_______
4.00
$
80.00
$
19.80
$
396.00
$
-
$
11.34
$
226.80
$
226.80
$
6" Megalug
4 EA
_______
33.40
$
133.58
$
-
$
31.59
$
126.36
$
32.65
$
130.60
$
130.60
$
6" MJ Acc Set Less Gland
4 EA
_______
22.75
$
91.00
$
52.25
$
209.00
$
23.66
$
94.64
$
32.45
$
129.80
$
129.80
$
Pipe Support
4 EA
_______
68.40
$
273.60
$
64.38
$
257.52
$
66.74
$
266.96
$
71.99
$
287.96
$
-
$
-
$
-
$
-
$
Guard Shack For 6" RP Backflow
-
$
-
$
-
$
-
$
C.O.C. Det C-315
2 EA
_______
2,336.00
$
4,672.00
$
1,524.40
$
3,048.80
$
2,336.00
$
4,672.00
$
2,200.00
$
4,400.00
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
66
4" RP Backflow COC C-315
-
$
-
$
-
$
-
$
4" RP Backflow Assembly
1 EA
_______
2,756.79
$
2,756.79
$
2,383.53
$
2,383.53
$
2,484.31
$
2,484.31
$
2,839.21
$
2,839.21
$
2,839.21
$
4"x6' Flg Spool
2 EA
_______
636.94
$
1,273.88
$
646.27
$
1,292.54
$
647.35
$
1,294.70
$
801.60
$
1,603.20
$
1,603.20
$
4"x4' Flg Spool
2 EA
_______
503.64
$
1,007.28
$
499.16
$
998.32
$
511.68
$
1,023.36
$
633.60
$
1,267.20
$
1,267.20
$
4" Flg 90 Bend
4 EA
_______
138.21
$
552.82
$
142.03
$
568.12
$
130.74
$
522.96
$
131.22
$
524.88
$
524.88
$
4" Flg X MJ Adapt
2 EA
_______
71.66
$
143.33
$
73.63
$
147.26
$
67.79
$
135.58
$
68.04
$
136.08
$
136.08
$
4" Flg Bolt Set
10 EA
_______
9.56
$
95.60
$
12.50
$
125.00
$
17.03
$
170.30
$
8.53
$
85.30
$
85.30
$
4" Flg Gasket
10 EA
_______
2.56
$
25.60
$
-
$
-
$
9.01
$
90.10
$
90.10
$
4" Megalug
2 EA
_______
28.40
$
56.79
$
47.17
$
94.34
$
26.86
$
53.72
$
27.76
$
55.52
$
55.52
$
4" MJ Acc Set Less Gland
2 EA
_______
19.90
$
39.80
$
-
$
20.70
$
41.40
$
25.92
$
51.84
$
51.84
$
Pipe Support
2 EA
_______
68.40
$
136.80
$
64.38
$
128.76
$
66.74
$
133.48
$
71.99
$
143.98
$
-
$
-
$
-
$
-
$
Added Item
-
$
-
$
-
$
-
$
69
Air Release C-319
-
$
-
$
-
$
-
$
12"x2" Service Saddle
2 EA
_______
304.02
$
608.04
$
273.41
$
546.82
$
347.24
$
694.48
$
306.25
$
612.50
$
612.50
$
2" Corp
2 EA
_______
335.19
$
670.39
$
309.68
$
619.36
$
375.61
$
751.22
$
320.38
$
640.76
$
2" Copper X MIP Adapt
2 ea
14.66
$
29.32
$
26.53
$
53.06
$
26.53
$
53.06
$
26.53
$
53.06
$
2" K-Hard Copper
80 EA
_______
24.09
$
1,927.20
$
20.39
$
1,631.20
$
20.54
$
1,643.20
$
19.19
$
1,535.20
$
2" Sweat 90 Bend
6 EA
_______
13.28
$
79.66
$
32.84
$
197.04
$
22.26
$
133.56
$
23.01
$
138.06
$
Page 9 of 10
2" Sweat Coupling
1 EA
_______
6.68
$
6.68
$
12.12
$
12.12
$
17.71
$
17.71
$
11.57
$
11.57
$
2" Corp PJ X IPT
2 EA
_______
406.23
$
812.46
$
309.68
$
619.36
$
396.27
$
792.54
$
392.76
$
785.52
$
2"x6" Brass Nipple
2 EA
_______
34.18
$
68.36
$
32.30
$
64.60
$
42.84
$
85.68
$
34.63
$
69.26
$
2" Brass St Ell
2 EA
_______
48.03
$
96.06
$
32.84
$
65.68
$
59.68
$
119.36
$
53.27
$
106.54
$
2" Combo Air Release
2 EA
_______
693.54
$
1,387.08
$
531.25
$
1,062.50
$
468.61
$
937.22
$
647.26
$
1,294.52
$
2" SCH-80 PVC Treaded Street Ell
4 EA
_______
6.82
$
27.28
$
6.82
$
27.28
$
13.48
$
53.92
$
24.17
$
96.68
$
2" Threaded Cap w/Wire Mesh
2 EA
_______
9.21
$
18.41
$
29.40
$
58.80
$
24.36
$
48.72
$
42.88
$
85.76
$
2" X Close Threaded SCH-80 PVC Nipple
2 EA
_______
35.13
$
70.27
$
35.15
$
70.30
$
4.26
$
8.52
$
5.69
$
11.38
$
#4 Meter Box
4 EA
_______
85.66
$
342.65
$
89.32
$
357.28
$
101.92
$
407.68
$
108.49
$
433.96
$
Polymer Meter Box Lid
2 EA
_______
154.18
$
308.35
$
156.25
$
312.50
$
266.26
$
532.52
$
202.97
$
405.94
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
Additional Material For Tie-ins
-
$
-
$
-
$
-
$
To Cap Pipe That will latter be abandoned.
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
30
12" Hymax Couplings
10 EA
_______
709.72
$
7,097.19
$
694.52
$
6,945.20
$
787.32
$
7,873.20
$
870.59
$
8,705.90
$
8,705.90
$
29
8" Hymax Couplings
10 EA
_______
390.69
$
3,906.94
$
384.52
$
3,845.20
$
433.41
$
4,334.10
$
479.26
$
4,792.60
$
4,792.60
$
28
6" Hymax Couplings
6 EA
_______
346.04
$
2,076.26
$
345.31
$
2,071.86
$
383.88
$
2,303.28
$
424.49
$
2,546.94
$
2,546.94
$
30
12" TJ DIP
80 LF
_______
49.98
$
3,998.32
$
51.61
$
4,128.80
$
51.61
$
4,128.80
$
50.43
$
4,034.40
$
4,034.40
$
29
8" TJ DIP
20 LF
_______
32.61
$
652.22
$
34.31
$
686.20
$
33.97
$
679.40
$
24.99
$
499.80
$
499.80
$
28
6" TJ DIP
20 LF
_______
24.77
$
495.38
$
26.15
$
523.00
$
25.58
$
511.60
$
32.91
$
658.20
$
658.20
$
30
2"x12" Galv Nipple
23 EA
_______
20.43
$
469.78
$
17.02
$
391.46
$
25.33
$
582.59
$
37.74
$
868.02
$
30
2" Galv Cap
23 EA
_______
6.06
$
139.38
$
7.42
$
170.66
$
8.45
$
194.35
$
12.63
$
290.49
$
30
2" Galv Street Ells
23 EA
_______
15.80
$
363.40
$
15.02
$
345.46
$
22.12
$
508.76
$
32.31
$
743.13
$
30
2" Ball Valve FIP X FIP
23 EA
_______
60.49
$
1,391.32
$
58.95
$
1,355.85
$
88.47
$
2,034.81
$
93.56
$
2,151.88
$
30
12" Megalugs and Glad W/Kit Testing
12 EA
_______
143.63
$
1,723.58
$
151.72
$
1,820.64
$
139.19
$
1,670.28
$
155.98
$
1,871.76
$
1,871.76
$
29
8" Megalugs and Glad W/Kit Testing
4 EA
_______
75.78
$
303.11
$
79.38
$
317.52
$
74.09
$
296.36
$
84.35
$
337.40
$
337.40
$
28
6" Megalugs and Glad W/Kit Testing
4 EA
_______
56.15
$
224.58
$
52.25
$
209.00
$
55.25
$
221.00
$
65.10
$
260.40
$
260.40
$
1,038,388.53
$
1,068,361.73
$
1,067,581.88
$
1,002,877.86
$
938,798.47
$
Perma Seal / Insertavalve $
128,898.57
$
Applicable Tax Credit
51,569.77
$
Page 10 of 10
FERGUSON WATERWORKS #1821
1800 NORTH ARIZONA AVENUE
CHANDLER, AZ 85225-7014
Phone: 602-495-8420
Fax: 602-262-4276
Deliver To: EXP 12/2020 EM ECMS
From:
Gilbert Zavala
Comments:
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=26821
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Phone: 602-495-8420
Fax: 602-262-4276
Bid No:
B399258
Bid Date:
04/05/23
Quoted By:
HK
Cust Phone:
623-582-1170
Terms:
NET 10TH PROX
Customer:
B & F CONTRACTING INC
11011 N 23RD AVE
CHANDLER BLVD AND DOBSON R
PHOENIX, AZ 85029-4807
Ship To:
Cust PO#:
CHANDLER, AZ
Job Name:
CHANDLER BLVD
Page 1 of 15
Item
Description
Quantity
Net Price
UM
Total
----
CHANDLER CMAR
CHANDLER, AZ
----
QUOTED PER CUSTOMER'S LIST
QUOTED PER CHANDLER SPECS
----
PT-QUOTE-NOTES
BID NOTES FOR CUSTOMER
1
EA
***********************************
ALL PVC, COPPER & VOLATILE
COMMODITIES FOR THE TIME BEING WILL
BE REPRICED AT TIME OF SHIPMENT.
CURRENT PRICING SUBJECT TO CHANGE.
***********************************
NOTE: AT THIS TIME PVC CURRENT LEAD
TIMES TO BE DETERMINDED AT TIME OF
ORDER.
***********************************
NOTE: DUE TO THE CURRENT STATE OF
THE ECONOMY, LEAD TIMES FOR DIP ARE
UNPREDICTABLE AND LONGER THAN USUAL
PLEASE SEE YOUR SALESMAN DURING
TIME OF AWARD FOR LEAD TIMES.
***********************************
URGENT DIP NOTE:
DUCTILE IRON PIPE SUBJECT TO
REPRICING UPON SHIPPING UNTIL
FURTHER NOTICE.
***********************************
"Any reference to or incorporation
of Executive Order 14042 and/or the
EO-implementing Federal clauses
(FAR 52.223 -99 and/or DFARS
252.223-7999) is expressly rejected
by Seller and shall not apply as
Seller is a materials supplier and
Page 2 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=26821
Item
Description
Quantity
Net Price
UM
Total
therefore exempt under the
Executive Order."
***********************************
----
PT-QUOTE-NOTES
0.00
----
PT-DIP-LEAD-TIMES
DIP LEAD TIME AS OF 08/31/2022
1
EA
***********************************
4" FASTITE / FLEX RING 50 WEEKS
6" FASTITE / FLEX RING 50 WEEKS
8" FASTITE / FLEX RING 50 WEEKS
10" FASTITE / FLEX RING 50 WEEKS
12" FASTITE / FLEX RING 50 WEEKS
16" FASTITE / FLEX RING 40 WEEKS
18" FASTITE / FLEX RING 40 WEEKS
24" FAST/FLEX CL250 40 WEEKS
***********************************
----
PT-DIP-LEAD-TIMES
0.00
----
PT-CLOW-LEAD-TIMES
*LEAD TIMES AS OF 09/12/22*
1
EA
***********************************
GATE VALVES:
2"-8" - 12 WEEKS
10"-12" - 20 WEEKS
14" (NO GEAR) 14-16 WEEKS
16" (NO GEAR) 14-16 WEEKS
14"-16" (W/GEAR) 25-27 WEEKS
18"-20" - 25-27 WEEKS
24" - 25-27 WEEKS
HYDRANTS:
CLO860 - 11 WEEKS
MEDALLION - 8 WEEKS
ADMIRALS - 8 WEEKS
EDDYS - 8 WEEKS
IHYDRANT - 6-8 WEEKS
***********************************
----
PT-CLOW-LEAD-TIMES
0.00
----
12" DIP WATER
----
AFT350P12
12 CL350 CL DI FASTITE PIPE
6880
50.430
FT
346958.40
AFGRGSKT12
12 FAST GRIP GSKT ACIPCO
344
188.090
EA
64702.96
----
SUBTOTAL
411661.36
----
12" FITTINGS
----
PSD3105B52
3X1000 UG DET WTR BLUE
7
68.800
EA
481.60
TW14SLDUFBL500
14GA SLD COP UF WIRE BLUE 500
7000
160.970
M
1126.79
PSPWT210
2X100 10 MIL PIPE WRAP TAPE
50
6.000
EA
300.00
----
T3889962
27X308 POLYWRAP PERF 10 - 12 DIP
7392
0.670
FT
4952.64
PSPWT210
2X100 10 MIL PIPE WRAP TAPE
50
6.000
EA
300.00
----
FT12
12 DI 125# C110 FLG TEE
8
1091.340
EA
8730.72
MJFTLA12
12 MJXFLG C153 TEE L/A
1
882.340
EA
882.34
MJTLA12
12 MJ C153 TEE L/A
1
498.960
EA
498.96
Page 3 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=26821
Item
Description
Quantity
Net Price
UM
Total
MJTLA12X
12X8 MJ C153 TEE L/A
2
396.550
EA
793.10
FT12X
12X8 DI 125# C110 FLG TEE
2
1129.640
EA
2259.28
MJFTLA12U
12X6 MJXFLG C153 TEE L/A
1
445.500
EA
445.50
MJFALA12
12 MJXFLG C153 ADPT L/A
4
317.350
EA
1269.40
MJ2LA12
12 MJ C153 22-1/2 BEND L/A
3
259.740
EA
779.22
MJ4LA12
12 MJ C153 45 BEND L/A
17
297.000
EA
5049.00
MJLSLA12
12X12 MJ C153 LONG SLV L/A
6
273.780
EA
1642.68
----
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
74
105.960
EA
7841.04
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
74
50.020
EA
3701.48
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
1
49.070
EA
49.07
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
1
35.280
EA
35.28
BP150A307BZN12
10-12 ZN 150# A307B FLG BLT KIT
4
34.240
EA
136.96
ATSGA12
12 FF 1/8 TORUSEAL NSF61 FLG GSKT
4
19.930
EA
79.72
----
SUBTOTAL
41354.78
----
12" TJ DIP
----
AFT350P12
12 CL350 CL DI FASTITE PIPE
1400
50.430
FT
70602.00
----
SUBTOTAL
70602.00
----
12" FITTINGS
----
PSD3105B52
3X1000 UG DET WTR BLUE
2
68.800
EA
137.60
TW14SLDUFBL500
14GA SLD COP UF WIRE BLUE 500
2000
160.970
M
321.94
T3889962
27X308 POLYWRAP PERF 10 - 12 DIP
1540
0.670
FT
1031.80
PSPWT210
2X100 10 MIL PIPE WRAP TAPE
20
6.000
EA
120.00
----
SUBTOTAL
1611.34
----
----
8" DIP RJ
----
AFT350PX
8 CL350 CL DI FASTITE PIPE
380
32.910
FT
12505.80
AFGRGSKTX
8 FAST GRIP GSKT ACIPCO
19
129.520
EA
2460.88
----
SUBTOTAL
14966.68
----
8" FITTINGS
----
PSD3105B52
3X1000 UG DET WTR BLUE
1
68.800
EA
68.80
TW14SLDUFBL500
14GA SLD COP UF WIRE BLUE 500
500
160.970
M
80.49
PSPWT210
2X100 10 MIL PIPE WRAP TAPE
5
6.000
EA
30.00
T3889961
20X308 POLYWRAP PERF 3 - 8 DIP
616
0.600
FT
369.60
----
MJTLA12X
12X8 MJ C153 TEE L/A
1
396.550
EA
396.55
FT12X
12X8 DI 125# C110 FLG TEE
1
1129.640
EA
1129.64
MJFTLA12X
12X8 MJXFLG C153 TEE L/A
3
615.560
EA
1846.68
MJTLAXU
8X6 MJ C153 TEE L/A
1
211.200
EA
211.20
MJFTLAXU
8X6 MJXFLG C153 TEE L/A
3
289.640
EA
868.92
MJRLAXU
8X6 MJ C153 RED L/A
1
122.980
EA
122.98
MJFALAX
8 MJXFLG C153 ADPT L/A
1
174.720
EA
174.72
BP150A307BUX
6 - 8 150# A307B FLG BLT KIT *X
1
16.940
EA
16.94
ATSGAX
8 FF 1/8 TORUSEAL NSF61 FLG GSKT
1
15.520
EA
15.52
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
8
105.960
EA
847.68
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
8
50.020
EA
400.16
Page 4 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=26821
Item
Description
Quantity
Net Price
UM
Total
----
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
10
49.070
EA
490.70
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
11
35.280
EA
388.08
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
4
32.650
EA
130.60
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
4
32.450
EA
129.80
MJTPXK
8X2 MJ C153 TAP PLUG
3
149.860
EA
449.58
MJLSLAX
8X12 MJ C153 LONG SLV L/A
1
211.680
EA
211.68
----
SUBTOTAL
8380.32
----
----
16" TIE IN
----
FT16X
16X8 DI 125# C110 FLG TEE
4
1882.280
EA
7529.12
MJLSLA16
16X15 MJ C153 LONG SLV L/A
2
651.170
EA
1302.34
MJFALA16
16 MJXFLG C153 ADPT L/A
1
702.920
EA
702.92
AFT250P16
16 CL250 CL DI FASTITE PIPE
20
80.180
FT
1603.60
----
C263816211176009
16 FLG X MJ RW OL GATE VLV C515
1
8493.750
EA
8493.75
SSLDE16
16 DI MJ WDG REST GLND *ONELOK
6
240.430
EA
1442.58
IMJBGP16
16 MJ C153 BLT GSKT PK L/ GLAND
6
112.110
EA
672.66
ATSGA16
16 FF 1/8 TORUSEAL NSF61 FLG GSKT
2
44.660
EA
89.32
BP150A307B16
16 150# A307B FLG BLT KIT
2
91.570
EA
183.14
----
IVBATS16
16 SLIP VLV BX TOP SECT
1
53.660
EA
53.66
IVBABS24
24 SLIP VLV BX BOT SECT
1
62.400
EA
62.40
SNPR600
NON POP BLACK CHANDLER VLV BX LID
1
63.920
EA
63.92
SDC457BL
DEBRIS CAP F/ 461S TOP BLUE
1
79.290
EA
79.29
----
SUBTOTAL
22278.70
----
----
TEMP CAP FOR TESTING
----
MJTCAPLAXK
8X2 MJ C153 TAP CAP L/A
1
105.840
EA
105.84
IGS9K
2 GALV MI 150# ST 90 ELL
2
32.310
EA
64.62
IGNK72
2X72 GALV RDY CUT PIPE TBE
1
116.660
EA
116.66
PFXT300K
LF 2 BRS 200# THRD NRS GATE VLV
1
48.540
EA
48.54
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
1
49.070
EA
49.07
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
1
35.280
EA
35.28
----
SUBTOTAL
420.01
----
----
6" DIP
----
AFT350PU
6 CL350 CL DI FASTITE PIPE
240
24.990
FT
5997.60
AFGRGSKTU
6 FAST GRIP GSKT ACIPCO
2
95.630
EA
191.26
----
SUBTOTAL
6188.86
----
6" FITTINGS
----
PSD3105B52
3X1000 UG DET WTR BLUE
1
68.800
EA
68.80
TW14SLDUFBL500
14GA SLD COP UF WIRE BLUE 500
500
160.970
M
80.49
PSPWT210
2X100 10 MIL PIPE WRAP TAPE
1
6.000
EA
6.00
----
T3889961
20X308 POLYWRAP PERF 3 - 8 DIP
308
0.600
FT
184.80
PSPWT210
2X100 10 MIL PIPE WRAP TAPE
5
6.000
EA
30.00
Page 5 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=26821
Item
Description
Quantity
Net Price
UM
Total
----
MJFTLA12U
12X6 MJXFLG C153 TEE L/A
4
445.500
EA
1782.00
MJ9LAU
6 MJ C153 90 BEND L/A
6
116.640
EA
699.84
MJTCAPLAUK
6X2 MJ C153 TAP CAP L/A
3
76.140
EA
228.42
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
8
105.960
EA
847.68
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
8
50.020
EA
400.16
----
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
5
32.650
EA
163.25
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
5
32.450
EA
162.25
----
SUBTOTAL
4653.69
----
----
4" PC-350 DIP
----
AFT350PP
4 CL350 CL DI FASTITE PIPE
60
36.560
FT
2193.60
----
SUBTOTAL
2193.60
----
4" FITTINGS
----
POLYWRAP ABOVE
----
PSPWT210
2X100 10 MIL PIPE WRAP TAPE
1
6.000
EA
6.00
----
MJFTLA12P
12X4 MJXFLG C153 TEE L/A
2
422.280
EA
844.56
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
4
105.960
EA
423.84
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
4
50.020
EA
200.08
SSLDE4
4 DI MJ WDG REST GLND *ONELOK
8
27.760
EA
222.08
IMJBGPP
4 MJ C153 BLT GSKT PK L/ GLAND
8
25.920
EA
207.36
MJ9LAP
4 MJ C153 90 BEND L/A
4
71.280
EA
285.12
----
SUBTOTAL
2189.04
----
----
TEMP CAP FOR TESTING
----
MJTCAPLAPK
4X2 MJ C153 TAP CAP L/A
2
55.620
EA
111.24
IGS9K
2 GALV MI 150# ST 90 ELL
4
32.310
EA
129.24
IGNK72
2X72 GALV RDY CUT PIPE TBE
2
116.660
EA
233.32
PFXT300K
LF 2 BRS 200# THRD NRS GATE VLV
2
48.540
EA
97.08
SSLDE4
4 DI MJ WDG REST GLND *ONELOK
2
27.760
EA
55.52
IMJBGPP
4 MJ C153 BLT GSKT PK L/ GLAND
2
25.920
EA
51.84
----
SUBTOTAL
678.24
----
----
12" SWING TIE-IN AT ACP
----
P350612A
12 WIDERANGE COUP 12-75-14.38
4
615.890
EA
2463.56
----
MJ4LA12
12 MJ C153 45 BEND L/A
6
297.000
EA
1782.00
MJ9LA12
12 MJ C153 90 BEND L/A
2
359.100
EA
718.20
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
16
105.960
EA
1695.36
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
16
50.020
EA
800.32
----
SUBTOTAL
7459.44
----
Page 6 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=26821
Item
Description
Quantity
Net Price
UM
Total
----
TEMP CAP FOR TESTING
----
MJTCAPLA12K
12X2 MJ C153 TAP CAP L/A
3
173.880
EA
521.64
IGS9K
2 GALV MI 150# ST 90 ELL
6
32.310
EA
193.86
IGNK72
2X72 GALV RDY CUT PIPE TBE
3
116.660
EA
349.98
PFXT300K
LF 2 BRS 200# THRD NRS GATE VLV
3
48.540
EA
145.62
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
3
105.960
EA
317.88
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
3
50.020
EA
150.06
----
SUBTOTAL
1679.04
----
8" SWING TIE-IN AT ACP
----
P350608A00000
8 POWERMAX WIDERANGE COUP 8.40-9.79
5
418.770
EA
2093.85
----
MJ4LAX
8 MJ C153 45 BEND L/A
8
137.700
EA
1101.60
MJ9LAX
8 MJ C153 90 BEND L/A
2
168.480
EA
336.96
----
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
20
49.070
EA
981.40
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
20
35.280
EA
705.60
----
TEMP CAP FOR TESTING
----
MJTCAPLAXK
8X2 MJ C153 TAP CAP L/A
6
105.840
EA
635.04
IGS9K
2 GALV MI 150# ST 90 ELL
12
32.310
EA
387.72
IGNK72
2X72 GALV RDY CUT PIPE TBE
6
116.660
EA
699.96
PFXT300K
LF 2 BRS 200# THRD NRS GATE VLV
6
48.540
EA
291.24
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
6
49.070
EA
294.42
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
6
35.280
EA
211.68
----
SUBTOTAL
7739.47
----
6" SWING TIE-IN AT ACP
----
P350606A00000
6 POWERMAX WIDERANGE COUP 6.25-7.45
5
260.480
EA
1302.40
----
MJ4LAU
6 MJ C153 45 BEND L/A
6
94.500
EA
567.00
MJ9LAU
6 MJ C153 90 BEND L/A
5
116.640
EA
583.20
----
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
22
32.650
EA
718.30
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
22
32.450
EA
713.90
----
TEMP CAP FOR TESTING
----
MJTCAPLAUK
6X2 MJ C153 TAP CAP L/A
4
76.140
EA
304.56
IGS9K
2 GALV MI 150# ST 90 ELL
11
32.310
EA
355.41
IGNK72
2X72 GALV RDY CUT PIPE TBE
4
116.660
EA
466.64
PFXT300K
LF 2 BRS 200# THRD NRS GATE VLV
4
48.540
EA
194.16
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
4
32.650
EA
130.60
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
4
32.450
EA
129.80
----
SUBTOTAL
5465.97
----
----
4" SWING TIE-AT ACP
----
P350604A00000
4 POWERMAX WIDERANGE COUP 4.20-5.33
1
191.840
EA
191.84
----
Page 7 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=26821
Item
Description
Quantity
Net Price
UM
Total
MJRLAUP
6X4 MJ C153 RED L/A
1
84.680
EA
84.68
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
1
32.650
EA
32.65
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
1
32.450
EA
32.45
SSLDE4
4 DI MJ WDG REST GLND *ONELOK
1
27.760
EA
27.76
IMJBGPP
4 MJ C153 BLT GSKT PK L/ GLAND
1
25.920
EA
25.92
----
SUBTOTAL
395.30
----
----
TEMP CAP FOR TESTING
----
MJTCAPLAPK
4X2 MJ C153 TAP CAP L/A
1
55.620
EA
55.62
IGS9K
2 GALV MI 150# ST 90 ELL
2
32.310
EA
64.62
IGNK72
2X72 GALV RDY CUT PIPE TBE
1
116.660
EA
116.66
PFXT300K
LF 2 BRS 200# THRD NRS GATE VLV
1
48.540
EA
48.54
SSLDE4
4 DI MJ WDG REST GLND *ONELOK
1
27.760
EA
27.76
IMJBGPP
4 MJ C153 BLT GSKT PK L/ GLAND
1
25.920
EA
25.92
----
SUBTOTAL
339.12
----
----
----
1/2 VERT REALIGNMENT
----
MJ2LA12
12 MJ C153 22-1/2 BEND L/A
2
259.740
EA
519.48
MJ4LA12
12 MJ C153 45 BEND L/A
14
297.000
EA
4158.00
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
32
105.960
EA
3390.72
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
32
50.020
EA
1600.64
----
SUBTOTAL
9668.84
----
8" VERT
----
MJ4LAX
8 MJ C153 45 BEND L/A
10
137.700
EA
1377.00
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
20
49.070
EA
981.40
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
20
35.280
EA
705.60
----
SUBTOTAL
3064.00
----
----
6" VERT
----
MJ4LAU
6 MJ C153 45 BEND L/A
4
94.500
EA
378.00
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
8
32.650
EA
261.20
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
8
32.450
EA
259.60
----
SUBTOTAL
898.80
----
----
FULL VERT
----
MJ4LA12
12 MJ C153 45 BEND L/A
18
297.000
EA
5346.00
----
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
36
105.960
EA
3814.56
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
36
50.020
EA
1800.72
----
SUBTOTAL
10961.28
----
Page 8 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
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Item
Description
Quantity
Net Price
UM
Total
----
8" VERT
----
MJ4LAX
8 MJ C153 45 BEND L/A
16
137.700
EA
2203.20
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
32
49.070
EA
1570.24
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
32
35.280
EA
1128.96
----
SUBTOTAL
4902.40
----
----
6" VERT
----
MJ4LAU
6 MJ C153 45 BEND L/A
16
94.500
EA
1512.00
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
32
32.650
EA
1044.80
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
32
32.450
EA
1038.40
----
SUBTOTAL
3595.20
----
----
12" VALVE
----
C263812211194009
12 DI MJ X FLG OL GATE VLV C515
30
2775.740
EA
83272.20
C263812301194009
12 DI MJ OL GATE VLV C515
11
2909.040
EA
31999.44
BP150A307BZN12
10-12 ZN 150# A307B FLG BLT KIT
30
34.240
EA
1027.20
ATSGA12
12 FF 1/8 TORUSEAL NSF61 FLG GSKT
30
19.930
EA
597.90
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
52
105.960
EA
5509.92
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
52
50.020
EA
2601.04
----
IVBATS16
16 SLIP VLV BX TOP SECT
41
53.660
EA
2200.06
IVBABS24
24 SLIP VLV BX BOT SECT
41
62.400
EA
2558.40
SNPR600
NON POP BLACK CHANDLER VLV BX LID
41
63.920
EA
2620.72
SDC457BL
DEBRIS CAP F/ 461S TOP BLUE
41
79.290
EA
3250.89
----
VSEX
8 FT VLV STEM EXT
2
308.570
EA
617.14
T3677017
SM DIRT RNG EXT STEM
2
74.250
EA
148.50
IVBABS24
24 SLIP VLV BX BOT SECT
8
62.400
EA
499.20
----
----
12" INSERTION VALVE
BOXES
----
----
IVBATS16
16 SLIP VLV BX TOP SECT
6
53.660
EA
321.96
IVBABS24
24 SLIP VLV BX BOT SECT
6
62.400
EA
374.40
SNPR600
NON POP BLACK CHANDLER VLV BX LID
6
63.920
EA
383.52
SDC457BL
DEBRIS CAP F/ 461S TOP BLUE
6
79.290
EA
475.74
----
MJSCAPLA12
12 MJ C153 SLD CAP L/A
1
180.770
EA
180.77
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
1
105.960
EA
105.96
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
1
50.020
EA
50.02
----
----
SUBTOTAL
138794.98
----
----
12" THRUST BLOCK
----
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
10
105.960
EA
1059.60
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
10
50.020
EA
500.20
Page 9 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
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Item
Description
Quantity
Net Price
UM
Total
----
SUBTOTAL
1559.80
----
----
8" THRUST BLOCK
----
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
8
49.070
EA
392.56
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
8
35.280
EA
282.24
----
SUBTOTAL
674.80
----
6" THRUST BLOCK
----
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
2
32.650
EA
65.30
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
2
32.450
EA
64.90
----
SUBTOTAL
130.20
----
----
8" VALVE
----
C263808211194009
8 DI MJ X FLG OL GATE VLV C515
7
1446.460
EA
10125.22
C263808301194009
8 DI MJ OL GATE VLV C515
3
1474.360
EA
4423.08
BP150A307BUX
6 - 8 150# A307B FLG BLT KIT *X
7
16.940
EA
118.58
ATSGAX
8 FF 1/8 TORUSEAL NSF61 FLG GSKT
7
15.520
EA
108.64
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
13
49.070
EA
637.91
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
13
35.280
EA
458.64
----
IVBATS16
16 SLIP VLV BX TOP SECT
10
53.660
EA
536.60
IVBABS24
24 SLIP VLV BX BOT SECT
10
62.400
EA
624.00
SNPR600
NON POP BLACK CHANDLER VLV BX LID
10
63.920
EA
639.20
SDC457BL
DEBRIS CAP F/ 461S TOP BLUE
10
79.290
EA
792.90
----
SUBTOTAL
18464.77
----
6" VALVE
----
C263806211194009
6 DI MJ X FLG OL GATE VLV C515
7
925.660
EA
6479.62
ATSGAU
6 FF 1/8 TORUSEAL NSF61 FLG GSKT
7
11.340
EA
79.38
BP150A307BUX
6 - 8 150# A307B FLG BLT KIT *X
7
16.940
EA
118.58
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
7
32.650
EA
228.55
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
7
32.450
EA
227.15
----
IVBATS16
16 SLIP VLV BX TOP SECT
7
53.660
EA
375.62
SNPR600
NON POP BLACK CHANDLER VLV BX LID
7
63.920
EA
447.44
IVBABS24
24 SLIP VLV BX BOT SECT
7
62.400
EA
436.80
SDC457BL
DEBRIS CAP F/ 461S TOP BLUE
7
79.290
EA
555.03
----
SUBTOTAL
8948.17
----
4" VALVE
----
C263804211194009
4 DI MJ X FLG OL GATE VLV C515
2
692.540
EA
1385.08
ATSGAP
4 FF 1/8 TORUSEAL NSF61 FLG GSKT
2
9.010
EA
18.02
BP150A307BP
4 150# A307B FLG BLT KIT & N
2
8.530
EA
17.06
SSLDE4
4 DI MJ WDG REST GLND *ONELOK
2
27.760
EA
55.52
IMJBGPP
4 MJ C153 BLT GSKT PK L/ GLAND
2
25.920
EA
51.84
----
Page 10 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
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Item
Description
Quantity
Net Price
UM
Total
IVBATS16
16 SLIP VLV BX TOP SECT
2
53.660
EA
107.32
IVBABS24
24 SLIP VLV BX BOT SECT
2
62.400
EA
124.80
SNPR600
NON POP BLACK CHANDLER VLV BX LID
2
63.920
EA
127.84
SDC457BL
DEBRIS CAP F/ 461S TOP BLUE
2
79.290
EA
158.58
----
SUBTOTAL
2046.06
----
----
----
FIRE HYDRANT WITH 6" DIP
----
MJFTLAU
6 MJXFLG C153 TEE L/A
1
192.780
EA
192.78
MJTLAU
6 MJ C153 TEE L/A
1
167.400
EA
167.40
FTU
6 DI 125# C110 FLG TEE
3
369.600
EA
1108.80
MJTLAXU
8X6 MJ C153 TEE L/A
1
211.200
EA
211.20
MJFTLAXU
8X6 MJXFLG C153 TEE L/A
1
289.640
EA
289.64
MJFTLA12U
12X6 MJXFLG C153 TEE L/A
6
445.500
EA
2673.00
MJFALAU
6 MJXFLG C153 ADPT L/A
6
93.420
EA
560.52
AGOACBEU24
6X24 GRADELOK SWVL X MJ *X
1
867.280
EA
867.28
MJ9LAU
6 MJ C153 90 BEND L/A
3
116.640
EA
349.92
MJF9LAU
6 MJXFLG C153 90 BEND L/A
1
178.080
EA
178.08
SSLDE12
12 DI MJ WDG REST GLND *ONELOK
12
105.960
EA
1271.52
IMJBGP12
12 MJ C153 BLT GSKT PK L/ GLAND
12
50.020
EA
600.24
SSLDE8
8 DI MJ WDG REST GLND *ONELOK
4
49.070
EA
196.28
IMJBGPX
8 MJ C153 BLT GSKT PK L/ GLAND
4
35.280
EA
141.12
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
49
32.650
EA
1599.85
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
49
32.450
EA
1590.05
----
C263806211194009
6 DI MJ X FLG OL GATE VLV C515
11
925.660
EA
10182.26
C263806301194009
6 DI MJ OL GATE VLV C515
2
925.660
EA
1851.32
IVBATS16
16 SLIP VLV BX TOP SECT
13
53.660
EA
697.58
IVBABS24
24 SLIP VLV BX BOT SECT
13
62.400
EA
811.20
SNPR600
NON POP BLACK CHANDLER VLV BX LID
13
63.920
EA
830.96
SDC457BL
DEBRIS CAP F/ 461S TOP BLUE
13
79.290
EA
1030.77
----
BP150A307BUX
6 - 8 150# A307B FLG BLT KIT *X
17
16.940
EA
287.98
ATSGAU
6 FF 1/8 TORUSEAL NSF61 FLG GSKT
17
11.340
EA
192.78
----
SUBTOTAL
27882.53
----
----
6" TJ DIP
----
AFT350PU
6 CL350 CL DI FASTITE PIPE
220
24.990
FT
5497.80
AFGRGSKTU
6 FAST GRIP GSKT ACIPCO
1
95.630
EA
95.63
T3889961
20X308 POLYWRAP PERF 3 - 8 DIP
308
0.600
FT
184.80
TW12SLDUFBL500
12GA SLD COP UF WIRE BLUE 500
500
307.750
M
153.88
PSPWT210
2X100 10 MIL PIPE WRAP TAPE
3
6.000
EA
18.00
TAPE ABOVE
----
SUBTOTAL
5950.11
----
----
----
CF2545514LAOLRNST
5-1/4 VO F2545 HYD 4'6 OL L/A NST
13
2965.380
EA
38549.94
PP68508
4-1/2 OUT OF SERV HYD DISK WH/RE
13
8.760
EA
113.88
----
SUBTOTAL
38663.82
Page 11 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
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Item
Description
Quantity
Net Price
UM
Total
----
----
2" SERVICE
----
F202B1438IP7
12X2 IP DBL STRP BRZ SDL DI/AC
3
306.250
EA
918.75
FFB5007NL
LF 2 MIP X MIP BALL CORP
3
320.380
EA
961.14
CFAK
2 WROT CXF ADPT
3
31.890
EA
95.67
CMAK
2 WROT CXM ADPT
3
25.410
EA
76.23
FBFA13777WNL
LF 2 FIP X MTR FLG ANG BV LW
3
324.050
EA
972.15
CCMB4
#4 CONC MTR BX
3
108.490
EA
325.47
O20304002
4 PLYMR MTR BX CVR CHANDLER *X
3
202.970
EA
608.91
----
KHARDK20
2 X 20 K HARD COP TUBE
80
1918.450
C
1534.76
C4K
2 WROT CXC 45 ELL 2-1/8 OD
3
21.350
EA
64.05
C9K
2 WROT CXC 90 ELL 2-1/8 OD
7
23.010
EA
161.07
----
SUBTOTAL
5718.20
----
PRIVATE SIDE TIE-IN
----
M431T08LF
LF 2 BRZ OVAL METER FLG
3
48.060
EA
144.18
GH4197G
2 RUB FF MTR GSKT
3
1.147
EA
3.44
MPBNSJK
1-1/2 - 2 MTR PLT N&B SET
3
1.687
EA
5.06
CMAK
2 WROT CXM ADPT
3
25.410
EA
76.23
C9K
2 WROT CXC 90 ELL 2-1/8 OD
5
23.010
EA
115.05
KHARDK20
2 X 20 K HARD COP TUBE
60
1918.450
C
1151.07
----
SUBTOTAL
1495.03
----
----
2" WATER SERVICE TIE-IN
NO METER BOX
----
F202B1438IP7
12X2 IP DBL STRP BRZ SDL DI/AC
2
306.250
EA
612.50
KHARDK20
2 X 20 K HARD COP TUBE
80
1918.450
C
1534.76
C4K
2 WROT CXC 45 ELL 2-1/8 OD
6
21.350
EA
128.10
C9K
2 WROT CXC 90 ELL 2-1/8 OD
2
23.010
EA
46.02
CCK
2 WROT CXC COUP 2-1/8 OD
2
11.570
EA
23.14
----
SUBTOTAL
2344.52
----
----
1-1/2" SERVICE
----
F202B1320IP6
12X1-1/2 IP DBL STRP BRS SDL
12
300.830
EA
3609.96
FFB5006NL
LF 1-1/2 MIP X MIP BALL CORP ST
12
187.850
EA
2254.20
CMAJ
1-1/2 WROT CXM ADPT
12
15.020
EA
180.24
CFAJ
1-1/2 WROT CXF ADPT
12
23.460
EA
281.52
FBFA13666WNL
LF 1-1/2 FIP X MTR FLG ANG BV LW
12
324.130
EA
3889.56
CCMB4
#4 CONC MTR BX
12
108.490
EA
1301.88
O20304002
4 PLYMR MTR BX CVR CHANDLER *X
12
202.970
EA
2435.64
----
KHARDJ20
1-1/2 X 20 K HARD COP TUBE
360
1361.810
C
4902.52
C4J
1-1/2 WROT CXC 45 ELL 1-5/8 OD
14
12.790
EA
179.06
C9J
1-1/2 WROT CXC 90 ELL 1-5/8 OD
18
12.640
EA
227.52
CCJ
1-1/2 WROT CXC COUP W/ STOP
14
6.940
EA
97.16
----
SUBTOTAL
19359.26
Page 12 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
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Item
Description
Quantity
Net Price
UM
Total
----
----
PRIVATE SIDE TIE-IN
----
M431T07LF
LF 1-1/2 BRZ OVAL METER FLG
12
44.390
EA
532.68
MPBNSJK
1-1/2 - 2 MTR PLT N&B SET
12
1.687
EA
20.24
CMAJ
1-1/2 WROT CXM ADPT
12
15.020
EA
180.24
C9J
1-1/2 WROT CXC 90 ELL 1-5/8 OD
18
12.640
EA
227.52
KHARDJ20
1-1/2 X 20 K HARD COP TUBE
120
1361.810
C
1634.17
----
SUBTOTAL
2594.85
----
----
1-1/2 SERVICE TO EXISTING
----
F202B1320IP6
12X1-1/2 IP DBL STRP BRS SDL
1
300.830
EA
300.83
FFB5006NL
LF 1-1/2 MIP X MIP BALL CORP ST
1
187.850
EA
187.85
FBFA13666WNL
LF 1-1/2 FIP X MTR FLG ANG BV LW
1
324.130
EA
324.13
KHARDJ20
1-1/2 X 20 K HARD COP TUBE
60
1361.810
C
817.09
C9J
1-1/2 WROT CXC 90 ELL 1-5/8 OD
3
12.640
EA
37.92
C4J
1-1/2 WROT CXC 45 ELL 1-5/8 OD
1
12.790
EA
12.79
CCJ
1-1/2 WROT CXC COUP W/ STOP
1
6.940
EA
6.94
----
SUBTOTAL
1687.55
----
----
1" WATER SERVICE
----
F202B1438IP4
12X1 IP DBL STRP BRZ SDL DI/AC
5
266.720
EA
1333.60
FFB11004NL
LF 1 MIP X CTS PJ BALL CORP ST
5
91.340
EA
456.70
KSOFTG100
1 X 100 K SOFT COP TUBE
200
1002.550
C
2005.10
FBA43444WNL
LF 1 CTS X MTR ANG BV
5
163.490
EA
817.45
CCMB2
#2 CONC MTR BX
5
45.000
EA
225.00
O14224002
2 PLYMR MTR BX CVR CHANDLER *X
5
146.290
EA
731.45
----
----
SUBTOTAL
5569.30
----
PRIVATE SIDE TIE-IN
----
M433T05LF
LF 1 WTR MTR COUP
5
11.680
EA
58.40
KSOFTG60
1 X 60 K SOFT COP TUBE
60
1002.550
C
601.53
FC4444NL
LF 1 CTS X CTS COMP COUP
5
29.980
EA
149.90
----
SUBTOTAL
809.83
----
----
1" WATER SERVICE TIE-IN
NO METER BOX
----
F202B1438IP4
12X1 IP DBL STRP BRZ SDL DI/AC
1
266.720
EA
266.72
FFB11004QNL
LF 1 MIP X CTS QJ BALL CORP ST
1
91.340
EA
91.34
KSOFTG60
1 X 60 K SOFT COP TUBE
60
1002.550
C
601.53
FC4444NL
LF 1 CTS X CTS COMP COUP
1
29.980
EA
29.98
FBA43444WNL
LF 1 CTS X MTR ANG BV
1
163.490
EA
163.49
----
SUBTOTAL
1153.06
----
----
Page 13 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
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Item
Description
Quantity
Net Price
UM
Total
2" RP BACKFLOW ASSEMBLY
----
WLF009M2QTFSK
2 LF RPZ BFP ASSY
1
920.320
EA
920.32
CMAK
2 WROT CXM ADPT
2
25.410
EA
50.82
KHARDK20
2 X 20 K HARD COP TUBE
20
1918.450
C
383.69
C9K
2 WROT CXC 90 ELL 2-1/8 OD
4
23.010
EA
92.04
CUK
LF 2 WROT CXC UNION
1
91.410
EA
91.41
BGS3
1/2 - 2 PWDR COAT MTL ENC
1
464.760
EA
464.76
----
SUBTOTAL
2003.04
----
----
1-1/2 RP BF ASSEMBLY
----
WLF009M2QTFSJ
1 1/2 LF RPZ BFP ASSY
3
735.830
EA
2207.49
CMAJ
1-1/2 WROT CXM ADPT
6
15.020
EA
90.12
KHARDJ20
1-1/2 X 20 K HARD COP TUBE
60
1361.810
C
817.09
C9J
1-1/2 WROT CXC 90 ELL 1-5/8 OD
12
12.640
EA
151.68
CUJ
LF 1-1/2 WROT CXC UNION
3
53.630
EA
160.89
BGS2
1-1/4 - 1-1/2 PWDR COAT MTL ENC
3
402.840
EA
1208.52
----
SUBTOTAL
4635.79
----
----
1" RP BACKFLOW ASSEMBLY
----
WLF009M2QTFSG
1 LF RPZ BFP ASSY
3
379.080
EA
1137.24
CMAG
1 WROT CXM ADPT
14
8.920
EA
124.88
KSOFTG60
1 X 60 K SOFT COP TUBE
60
1002.550
C
601.53
C9G
1 WROT CXC 90 ELL 1-1/8 OD
12
5.470
EA
65.64
CUG
LF 1 WROT CXC UNION
3
22.620
EA
67.86
BGS1
3/4 - 1 PWDR COAT MTL ENC
3
418.980
EA
1256.94
----
SUBTOTAL
3254.09
----
----
6" RP BACKFLOW COC C-315
----
W957OSYU
*NLA LF 6 RPZ 957 ASSYOS&Y
2
5225.870
EA
10451.74
FFPUU
6X6'0 FLGXFLG CL BT DI SPL
4
983.400
EA
3933.60
FFPUP
6X4'0 FLGXFLG CL BT DI SPL
4
781.800
EA
3127.20
F9U
6 DI 125# C110 FLG 90 BEND
8
203.040
EA
1624.32
MJFALAU
6 MJXFLG C153 ADPT L/A
4
93.420
EA
373.68
BP150A307BUX
6 - 8 150# A307B FLG BLT KIT *X
20
16.940
EA
338.80
ATSGAU
6 FF 1/8 TORUSEAL NSF61 FLG GSKT
20
11.340
EA
226.80
SSLDE6
6 DI MJ WDG REST GLND *ONELOK
4
32.650
EA
130.60
IMJBGPU
6 MJ C153 BLT GSKT PK L/ GLAND
4
32.450
EA
129.80
PPS100S
PIPE SUPP W/ 1 RSR & SDL MNT
4
71.990
EA
287.96
----
SP-QE7.0
CLAMSHELL - 2 PIECE - 30"W X 48"H X
2
2200.000
EA
4400.00
----
SUBTOTAL
25024.50
----
----
4" RP BACKFLOW COC C-315
----
W957OSYP
*NLA LF 4 RPZ 957 ASSY OS&Y
1
2839.210
EA
2839.21
FFPPU
4X6'0 FLGXFLG CL BT DI SPL
2
801.600
EA
1603.20
Page 14 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=26821
Item
Description
Quantity
Net Price
UM
Total
FFPPP
4X4'0 FLGXFLG CL BT DI SPL
2
633.600
EA
1267.20
F9P
4 DI 125# C110 FLG 90 BEND
4
131.220
EA
524.88
MJFALAP
4 MJXFLG C153 ADPT L/A
2
68.040
EA
136.08
BP150A307BP
4 150# A307B FLG BLT KIT & N
10
8.530
EA
85.30
ATSGAP
4 FF 1/8 TORUSEAL NSF61 FLG GSKT
10
9.010
EA
90.10
SSLDE4
4 DI MJ WDG REST GLND *ONELOK
2
27.760
EA
55.52
IMJBGPP
4 MJ C153 BLT GSKT PK L/ GLAND
2
25.920
EA
51.84
PPS100S
PIPE SUPP W/ 1 RSR & SDL MNT
2
71.990
EA
143.98
----
SP-QE5
QE-5.0 24W X 40H X 63L TAN CAGE
1
1227.140
EA
1227.14
----
SUBTOTAL
8024.45
----
----
AIR RELEASE C-319
----
F202B1438IP7
12X2 IP DBL STRP BRZ SDL DI/AC
2
306.250
EA
612.50
FFB5007NL
LF 2 MIP X MIP BALL CORP
2
320.380
EA
640.76
KHARDK20
2 X 20 K HARD COP TUBE
60
1918.450
C
1151.07
C9K
2 WROT CXC 90 ELL 2-1/8 OD
6
23.010
EA
138.06
CCK
2 WROT CXC COUP 2-1/8 OD
1
11.570
EA
11.57
FFB11007NL
LF 2 MIP X CTS PJ BALL CORP
2
392.760
EA
785.52
GBRNKU
LF 2X6 BRS NIP GBL
2
34.630
EA
69.26
IBRLFS9K
LF 2 BRS ST 90 ELL
2
53.270
EA
106.54
AD040K
2 COMB AIR RELEASE VLV
2
647.260
EA
1294.52
P80SF9K
2 PVC S80 SXF 90 ELL
4
24.170
EA
96.68
P80NKCL
2XCLOSE PVC S80 NIP
2
5.690
EA
11.38
AD040BUGSCREEN2
2 D040 BUG SCRN *Z
2
42.880
EA
85.76
CCMB4
#4 CONC MTR BX
4
108.490
EA
433.96
O20304002
4 PLYMR MTR BX CVR CHANDLER *X
2
202.970
EA
405.94
TOTAL
975979.71
----
ADDERD
----
K86054033416
12 HYMAX 2 OS REP COUP 13.15-14.41
9
870.590
EA
7835.31
K86054021716
8 HYMAX 2 REP COUP 8.54-9.84
9
479.260
EA
4313.34
K86054016316
6 HYMAX 2 REP COUP 6.42-7.68
5
424.490
EA
2122.45
AFT350P12
12 CL350 CL DI FASTITE PIPE
20
50.430
FT
1008.60
AFT350PU
6 CL350 CL DI FASTITE PIPE
20
24.990
FT
499.80
AFT350PX
8 CL350 CL DI FASTITE PIPE
20
32.910
FT
658.20
IGNK12
2X12 GALV STL NIP
23
37.740
EA
868.02
IGCAPK
2 GALV MI 150# CAP
23
12.630
EA
290.49
IGS9K
2 GALV MI 150# ST 90 ELL
23
32.310
EA
743.13
FNWX410CK
LF 2 BRS 600# WOG THRD 2PC FP BV
23
93.560
EA
2151.88
----
SUBTOTAL
20491.22
----
----
Net Total:
$996470.93
Page 15 of 15
18:42:39 APR 06 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B399258
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=26821
Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE
AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. QUOTES FOR PRODUCTS SHIPPED FOR RESALE
CONTACT YOUR SALES REPRESENTATIVE IMMEDIATELY FOR ASSISTANCE WITH DBE/MBE/WBE/SMALL BUSINESS REQUIREMENTS.
ARE NOT FIRM UNLESS NOTED OTHERWISE.
https://www.ferguson.com/content/website-info/terms-of-sale
LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water
systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non-potable
applications. Buyer is solely responsible for product selection.
COVID-19 ORDER: ANY REFERENCE TO OR INCORPORATION OF EXECUTIVE ORDER 14042 AND/OR THE EO-IMPLEMENTING FEDERAL
CLAUSES (FAR 52.223-99 AND/OR DFARS 252.223-7999) IS EXPRESSLY REJECTED BY SELLER AND SHALL NOT APPLY AS SELLER IS A
MATERIALS SUPPLIER AND THEREFORE EXEMPT UNDER THE EXECUTIVE ORDER.
Buyer shall accept delivery of products within 60 days of Seller receiving the products at Seller's warehouse. If Buyer causes or requests a delay in
delivery of the products, Buyer may be subject to storage fees and additional costs caused by such delay. Seller reserves the right to requote the
products and reschedule the delivery date, subject to manufacturer's lead times and price increases, if Buyer is unable to accept delivery within 60
days.
Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon
Local, State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the
Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or
on the web at
Govt Buyers: All items are open market unless noted otherwise.
B&F CONTRACTING, INC
11011 N. 23RD AVENUE
PHOENIX, AZ 85029
Fullerform Systems Inc.
24 East Pioneer St.
PHOENIX, AZ 85040
Phone (602) 268-5701
EXPIRATION DATE
PAGE NO.
Quotation
QUOTE NUMBER
S100019704
05/03/2023
1 of 26
Fullerform Systems Inc.
24 East Pioneer St.
PHOENIX, AZ 85040
Phone (602) 268-5701
CUSTOMER NUMBER
CUSTOMER PO NUMBER
JOB NAME / RELEASE NUMBER
SALESPERSON
WRITER
SHIP VIA
TERMS
SHIP DATE
FREIGHT ALLOWED
JJ PARKINSON
04/03/2023
JJ PARKINSON
1% disc 20 days, Net 30
129
Chandler Blvd Dobson Rd
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
QUOTE TO:
B&F CONTRACTING, INC
11011 N. 23RD AVENUE
PHOENIX, AZ 85029
SHIP TO:
No
Project: Chandler Blvd Dobson Rd
to Chippements Place
Spec: City of Chandler
Bid Date: 4/3/2023
Pricing Valid: 30 Days
12" DIP WATER
-----------------------------------
12TR350
12" TR FLEX DIP CL350
6876ft
69.169/ft
475602.61
Subtotal -------
475602.61
______________
12" Fittings
-----------------------------------
3DT-BLUE / 3DT-WATER
1000' ROLL OF DETECTABLE WATER TAPE
BLUE
7ea
37.833/ea
264.83
14UF BLUE WIRE X 500 ||
15ea
76.667/ea
1150.00
PWTAPE / TA-33-PW21
POLYTAPE 2" X 100' X 10 MIL
50ea
5.950/ea
297.50
.
27"X340', BLACK, POLYWRAP PERF 20'
(10-12") || 10-12" BLACK
23ea
203.547/ea
4681.57
PWTAPE / TA-33-PW21
POLYTAPE 2" X 100' X 10 MIL
50ea
5.950/ea
297.50
.
FTD1212
12" FLANGE TEE
8ea
1149.444/ea
9195.55
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
2 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
MJFT1212
12" MJ X FLANGE TEE
1ea
746.769/ea
746.77
MJT1212
12" MJ TEE
1ea
525.525/ea
525.53
MJT1208
12" X 8" MJ TEE
2ea
410.069/ea
820.14
MJFT1208
12" MJ X 8" FLANGE TEE
2ea
520.975/ea
1041.95
FTD1208
12" X 8" FLANGE TEE
2ea
956.069/ea
1912.14
MJFT1206
12" MJ X 6" FLANGE TEE
1ea
469.219/ea
469.22
MJFA12
12" MJ X FLANGE ADAPTER
4ea
328.169/ea
1312.68
MJB2212
12" MJ 22-1/2 DEG BEND
3ea
273.569/ea
820.71
MJB4512
12" MJ 45 DEG BEND
17ea
312.813/ea
5317.81
MJSL12
12" MJ SOLID SLEEVE (LONG)
6ea
288.356/ea
1730.14
.
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
74ea
108.369/ea
8019.29
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
74ea
35.263/ea
2609.43
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
1ea
50.184/ea
50.18
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
1ea
25.594/ea
25.59
1012BN
10"-12" BOLT&NUT SET (12EA) 7/8" X
3-3/4" A307A ZINC || 10"-12"BN
4ea
40.900/ea
163.60
12GASKET
12" FULL FACE 1/8" NEOPRENE GASKET
4ea
10.800/ea
43.20
Subtotal -------
41495.33
______________
12" PC-350 TJ DIP
-----------------------------------
12TJ350
12" TJ DIP CL350 || 12DIP350
1404ft
49.979/ft
70170.52
Subtotal -------
70170.52
______________
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
3 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
12" Fittings
-----------------------------------
3DT-BLUE / 3DT-WATER
1000' ROLL OF DETECTABLE WATER TAPE
BLUE
3ea
37.833/ea
113.50
14UF BLUE WIRE X 500 ||
4ea
76.667/ea
306.67
PWTAPE / TA-33-PW21
POLYTAPE 2" X 100' X 10 MIL
20ea
5.950/ea
119.00
.
27"X340', BLACK, POLYWRAP PERF 20'
(10-12") || 10-12" BLACK
5ea
203.547/ea
1017.73
Subtotal -------
1556.90
______________
8" DIP RJ
-----------------------------------
8TR350
8" TR FLEX DIP CL350
378ft
44.474/ft
16811.06
Subtotal -------
16811.06
______________
8" Fittings
-----------------------------------
14UF BLUE WIRE X 500 ||
1ea
76.667/ea
76.67
PWTAPE / TA-33-PW21
POLYTAPE 2" X 100' X 10 MIL
5ea
5.950/ea
29.75
.
MJT1208
12" X 8" MJ TEE
1ea
410.069/ea
410.07
FTD1208
12" X 8" FLANGE TEE
1ea
956.069/ea
956.07
MJFT1208
12" MJ X 8" FLANGE TEE
3ea
520.975/ea
1562.93
MJT0806
8" X 6" MJ TEE
1ea
218.400/ea
218.40
MJFT0806
8" MJ X 6" FLANGE TEE
3ea
245.131/ea
735.39
MJR0806
8" X 6" MJ REDUCER
1ea
104.081/ea
104.08
MJFA08
8" MJ X FLANGE ADAPTER
1ea
147.875/ea
147.88
68BN
6"-8" BOLT&NUT SET (8EA) 3/4" X
3-1/4" A307A ZINC || 6"-8"BN
1ea
15.700/ea
15.70
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
4 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
8GASKET
8" FULL FACE 1/8" NEOPRENE GASKET
1ea
5.340/ea
5.34
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
8ea
108.369/ea
866.95
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
8ea
35.263/ea
282.10
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
10ea
50.184/ea
501.84
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
11ea
25.594/ea
281.53
MJP08T
8" X 2" MJ TAPPED PLUG
3ea
126.831/ea
380.49
MJSL08
8" MJ SOLID SLEEVE (LONG)
1ea
179.156/ea
179.16
Subtotal -------
6754.35
______________
16" Tie-In
-----------------------------------
FTD1608
16" X 8" FLANGE TEE
4ea
1593.069/ea
6372.28
MJSL16
16" MJ SOLID SLEEVE (LONG)
2ea
551.119/ea
1102.24
MJFA16
16" MJ X FLANGE ADAPTER
1ea
594.913/ea
594.91
16TJ250
16" TJ DIP CL250 || 16DIP250
18ft
74.065/ft
1333.18
.
2516-1 FxMJ
16" FL X MJ GATE VALVE 2516-1 NRS
W/ 2" OP NUT
1ea
7755.435/ea
7755.43
SGDP16 / 113874
16" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
6ea
205.295/ea
1231.77
MJBGAS16
16" MEGA LUG GASKET & BOLT KIT
6ea
55.738/ea
334.43
16BN
16" BOLT&NUT SET (16EA) 1" X 4-1/2"
A307A || 16"BN
2ea
73.240/ea
146.48
16GASKET
16" FULL FACE 1/8" NEOPRENE GASKET
2ea
15.420/ea
30.84
.
VB-TOP-16"
562A/564A 16" VALVE BOX TOP
1ea
72.500/ea
72.50
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
5 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
VB-LID-LV
562A/564A VALVE BOX LID LONG VANES
(4" VANES LAS VEGAS / AVONDALE)
1ea
41.875/ea
41.88
VB-BOT-24"
562A 24" VALVE BOX BOTTOM
1ea
72.500/ea
72.50
DC457-BLUE
BLUE 562A DEBRIS CAP
1ea
64.667/ea
64.67
Subtotal -------
19153.11
______________
Temp Cap For Testing
-----------------------------------
MJC08T
8" X 2" MJ TAPPED CAP
1ea
111.475/ea
111.48
2" GALV STREET 90 BEND ||
ZMGLST9008
2ea
15.800/ea
31.60
2" X 6" GALV NIPPLE || ZNG086
1ea
9.345/ea
9.34
514T08LF
2" IPS THREADED BRASS GATE VALVE
1ea
53.742/ea
53.74
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
1ea
50.184/ea
50.18
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
1ea
25.594/ea
25.59
Subtotal -------
281.93
______________
6" PC-350 DIP
-----------------------------------
6TR350
6" TR FLEX DIP CL350
234ft
33.926/ft
7938.78
Subtotal -------
7938.78
______________
6" Fittings
-----------------------------------
3DT-BLUE / 3DT-WATER
1000' ROLL OF DETECTABLE WATER TAPE
BLUE
1ea
37.833/ea
37.83
14UF BLUE WIRE X 500 ||
1ea
76.667/ea
76.67
PWTAPE / TA-33-PW21
POLYTAPE 2" X 100' X 10 MIL
1ea
5.950/ea
5.95
.
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
6 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
20"X340', BLACK, POLYWRAP PERF 20'
(6-8") || 6-8" BLACK
1ea
150.960/ea
150.96
PWTAPE / TA-33-PW21
POLYTAPE 2" X 100' X 10 MIL
5ea
5.950/ea
29.75
.
MJFT1206
12" MJ X 6" FLANGE TEE
4ea
469.219/ea
1876.88
MJB9006
6" MJ 90 DEG BEND
6ea
122.850/ea
737.10
MJC06T
6" X 2" MJ TAPPED CAP
3ea
80.194/ea
240.58
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
9ea
108.369/ea
975.32
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
9ea
35.263/ea
317.36
.
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
5ea
33.395/ea
166.98
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
5ea
22.750/ea
113.75
Subtotal -------
4729.13
______________
4" Pipe
-----------------------------------
4TJ350
4" TJ DIP CL350 || 4DIP350
54ft
37.413/ft
2020.31
Subtotal -------
2020.31
______________
4" Fittings
-----------------------------------
MJFT1204
12" MJ X 4" FLANGE TEE
2ea
444.763/ea
889.53
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
4ea
108.369/ea
433.48
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
4ea
35.263/ea
141.05
SGDP04 / 113812
4" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
8ea
28.395/ea
227.16
MJBGAS04
4" MEGA LUG GASKET & BOLT KIT
8ea
19.906/ea
159.25
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
7 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
MJB9004
4" MJ 90 DEG BEND
4ea
75.075/ea
300.30
Subtotal -------
2150.77
______________
Temp Cap for Testing
-----------------------------------
MJC04T
4" X 2" MJ TAPPED CAP
2ea
58.581/ea
117.16
2" GALV STREET 90 BEND ||
ZMGLST9008
4ea
15.800/ea
63.20
2" X 6" GALV NIPPLE || ZNG086
2ea
9.345/ea
18.69
514T08LF
2" IPS THREADED BRASS GATE VALVE
2ea
53.742/ea
107.48
SGDP04 / 113812
4" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
2ea
28.395/ea
56.79
MJBGAS04
4" MEGA LUG GASKET & BOLT KIT
2ea
19.906/ea
39.81
Subtotal -------
403.13
______________
12" Swing Tie-In At ACP
-----------------------------------
242-1430
12" AC/SDR35/DIP/IPS MAXI COUPLING
12.50"-14.38"OD X 10" LONG
4ea
523.277/ea
2093.11
.
MJB4512
12" MJ 45 DEG BEND
6ea
312.813/ea
1876.88
MJB9012
12" MJ 90 DEG BEND
2ea
378.219/ea
756.44
.
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
16ea
108.369/ea
1733.90
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
16ea
35.263/ea
564.20
Subtotal -------
7024.53
______________
Temp Cap For Testing
-----------------------------------
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
8 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
MJC12T
12" X 2" MJ TAPPED CAP
3ea
183.138/ea
549.41
2" GALV STREET 90 BEND ||
ZMGLST9008
6ea
15.800/ea
94.80
2" X 6" GALV NIPPLE || ZNG086
3ea
9.345/ea
28.03
514T08LF
2" IPS THREADED BRASS GATE VALVE
3ea
53.742/ea
161.22
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
3ea
108.369/ea
325.11
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
3ea
35.263/ea
105.79
Subtotal -------
1264.36
______________
8" Swing Tie-In At ACP
-----------------------------------
242-0960
8" AC/SDR35/DIP/IPS MAXI COUPLING
8.40"-9.75"OD X 10" LONG
4ea
335.125/ea
1340.50
242-0960
8" AC/SDR35/DIP/IPS MAXI COUPLING
8.40"-9.75"OD X 10" LONG
1ea
335.125/ea
335.12
.
MJB4508
8" MJ 45 DEG BEND
8ea
145.031/ea
1160.25
MJB9008
8" MJ 90 DEG BEND
2ea
177.450/ea
354.90
.
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
20ea
50.184/ea
1003.68
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
20ea
25.594/ea
511.88
Subtotal -------
4706.33
______________
Temp Cap For Testing
-----------------------------------
MJC08T
8" X 2" MJ TAPPED CAP
6ea
111.475/ea
668.85
2" GALV STREET 90 BEND ||
ZMGLST9008
12ea
15.800/ea
189.60
2" X 6" GALV NIPPLE || ZNG086
6ea
9.345/ea
56.07
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
9 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
514T08LF
2" IPS THREADED BRASS GATE VALVE
6ea
53.742/ea
322.45
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
6ea
50.184/ea
301.10
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
6ea
25.594/ea
153.56
Subtotal -------
1691.63
______________
6" Swing Tie-In At ACP
-----------------------------------
242-0760
6" AC/SDR35/DIP/IPS MAXI COUPLING
6.28"-7.60" X 10" LONG
4ea
263.058/ea
1052.23
242-0760
6" AC/SDR35/DIP/IPS MAXI COUPLING
6.28"-7.60" X 10" LONG
1ea
263.058/ea
263.06
MJB4506
6" MJ 45 DEG BEND
6ea
99.531/ea
597.19
MJB9006
6" MJ 90 DEG BEND
5ea
122.850/ea
614.25
.
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
22ea
33.395/ea
734.69
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
22ea
22.750/ea
500.50
Subtotal -------
3761.92
______________
Temp Cap for Testing
-----------------------------------
MJC06T
6" X 2" MJ TAPPED CAP
4ea
80.194/ea
320.78
2" GALV STREET 90 BEND ||
ZMGLST9008
11ea
15.800/ea
173.80
2" X 6" GALV NIPPLE || ZNG086
4ea
9.345/ea
37.38
514T08LF
2" IPS THREADED BRASS GATE VALVE
4ea
53.742/ea
214.97
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
4ea
33.395/ea
133.58
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
4ea
22.750/ea
91.00
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
10 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
Subtotal -------
971.51
______________
4" Swing Tie-In At ACP
-----------------------------------
242-0550
4" AC/DIP/SDR35/IPS MAXI COUPLING
4.22"-5.60"OD X 10" LONG
1ea
193.328/ea
193.33
.
MJR0604
6" X 4" MJ REDUCER
1ea
71.663/ea
71.66
.
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
1ea
33.395/ea
33.40
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
1ea
22.750/ea
22.75
SGDP04 / 113812
4" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
1ea
28.395/ea
28.40
MJBGAS04
4" MEGA LUG GASKET & BOLT KIT
1ea
19.906/ea
19.91
Subtotal -------
369.45
______________
Temp Cap For Testing
-----------------------------------
MJC04T
4" X 2" MJ TAPPED CAP
1ea
58.581/ea
58.58
2" GALV STREET 90 BEND ||
ZMGLST9008
2ea
15.800/ea
31.60
2" X 6" GALV NIPPLE || ZNG086
1ea
9.345/ea
9.34
514T08LF
2" IPS THREADED BRASS GATE VALVE
1ea
53.742/ea
53.74
SGDP04 / 113812
4" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
1ea
28.395/ea
28.40
MJBGAS04
4" MEGA LUG GASKET & BOLT KIT
1ea
19.906/ea
19.91
Subtotal -------
201.57
______________
Half Vert . Realignment Up or Down
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
11 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
-----------------------------------
12" Vert Realignment
MJB2212
12" MJ 22-1/2 DEG BEND
2ea
273.569/ea
547.14
MJB4512
12" MJ 45 DEG BEND
14ea
312.813/ea
4379.38
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
32ea
108.369/ea
3467.80
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
32ea
35.263/ea
1128.40
8" Vert Realignment
MJB4508
8" MJ 45 DEG BEND
10ea
145.031/ea
1450.31
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
20ea
50.184/ea
1003.68
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
16ea
25.594/ea
409.50
6" Vert Realginment
MJB4506
6" MJ 45 DEG BEND
4ea
99.531/ea
398.13
.
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
8ea
33.395/ea
267.16
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
4ea
22.750/ea
91.00
Subtotal -------
13142.50
______________
Full Vert. Realignment Up and Down
-----------------------------------
12" Vert Realignment
MJB4512
12" MJ 45 DEG BEND
18ea
312.813/ea
5630.63
.
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
36ea
108.369/ea
3901.28
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
12 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
36ea
35.263/ea
1269.45
8" Vert Realignment
MJB4508
8" MJ 45 DEG BEND
16ea
145.031/ea
2320.50
.
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
32ea
50.184/ea
1605.88
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
32ea
25.594/ea
819.00
6" Vert Realignment
MJB4506
6" MJ 45 DEG BEND
16ea
99.531/ea
1592.50
.
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
32ea
33.395/ea
1068.64
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
32ea
22.750/ea
728.00
Subtotal -------
18935.88
______________
12" Valve
-----------------------------------
12" FL X MJ GATE VALVE 2512-1 NRS
W/ 2" OP NUT ||
30ea
2460.234/ea
73807.01
12" MJ X MJ GATE VALVE 2512-1 NRS
W/ 2" OP NUT ||
11ea
2577.408/ea
28351.48
1012BN
10"-12" BOLT&NUT SET (12EA) 7/8" X
3-3/4" A307A ZINC || 10"-12"BN
30ea
40.900/ea
1227.00
12GASKET
12" FULL FACE 1/8" NEOPRENE GASKET
30ea
10.800/ea
324.00
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
52ea
108.369/ea
5635.18
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
52ea
35.263/ea
1833.65
.
VB-TOP-16"
562A/564A 16" VALVE BOX TOP
41ea
72.500/ea
2972.50
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
13 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
VB-LID-LV
562A/564A VALVE BOX LID LONG VANES
(4" VANES LAS VEGAS / AVONDALE)
41ea
41.875/ea
1716.88
VB-BOT-24"
562A 24" VALVE BOX BOTTOM
41ea
72.500/ea
2972.50
DC457-BLUE
BLUE 562A DEBRIS CAP
41ea
64.667/ea
2651.33
.
8' VALVE STEM EXTENSION || VSE-8
2ea
440.700/ea
881.40
SMALL DIRT RING || SMALL DIRT RING
2ea
79.624/ea
159.25
VB-BOT-36"
564A 36" VALVE BOX BOTTOM
4ea
92.500/ea
370.00
Subtotal -------
122902.18
______________
12" Permaseal Insertion Valve
-----------------------------------
*Permaseal Insertion Valves to be
quoted by Tap Masters*
VB-TOP-16"
562A/564A 16" VALVE BOX TOP
6ea
72.500/ea
435.00
VB-LID-LV
562A/564A VALVE BOX LID LONG VANES
(4" VANES LAS VEGAS / AVONDALE)
6ea
41.875/ea
251.25
VB-BOT-24"
562A 24" VALVE BOX BOTTOM
6ea
72.500/ea
435.00
DC457-BLUE
BLUE 562A DEBRIS CAP
6ea
64.667/ea
388.00
.
MJC12
12" MJ CAP
1ea
152.994/ea
152.99
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
1ea
108.369/ea
108.37
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
1ea
35.263/ea
35.26
Subtotal -------
1805.87
______________
Thrust Block 12" PIpe
-----------------------------------
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
10ea
108.369/ea
1083.69
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
14 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
Subtotal -------
1083.69
______________
Thrust Block 8" Pipe
-----------------------------------
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
8ea
50.184/ea
401.47
Subtotal -------
401.47
______________
Thrust Block 6" Pipe
-----------------------------------
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
2ea
33.395/ea
66.79
Subtotal -------
66.79
______________
8" Valve
-----------------------------------
8" FL X MJ GATE VALVE 2508-1 NRS W/
2" OP NUT ||
7ea
1311.139/ea
9177.97
8" MJ X MJ GATE VALVE 2508-1 NRS W/
2" OP NUT ||
3ea
1335.522/ea
4006.57
68BN
6"-8" BOLT&NUT SET (8EA) 3/4" X
3-1/4" A307A ZINC || 6"-8"BN
7ea
15.700/ea
109.90
8GASKET
8" FULL FACE 1/8" NEOPRENE GASKET
7ea
5.340/ea
37.38
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
13ea
50.184/ea
652.39
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
13ea
25.594/ea
332.72
.
VB-TOP-16"
562A/564A 16" VALVE BOX TOP
10ea
72.500/ea
725.00
VB-LID-LV
562A/564A VALVE BOX LID LONG VANES
(4" VANES LAS VEGAS / AVONDALE)
10ea
41.875/ea
418.75
VB-BOT-24"
562A 24" VALVE BOX BOTTOM
10ea
72.500/ea
725.00
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
15 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
DC457-BLUE
BLUE 562A DEBRIS CAP
10ea
64.667/ea
646.67
Subtotal -------
16832.35
______________
6" Valve
-----------------------------------
6" FL X MJ GATE VALVE 2506-1 NRS W/
2" OP NUT ||
7ea
821.054/ea
5747.38
68BN
6"-8" BOLT&NUT SET (8EA) 3/4" X
3-1/4" A307A ZINC || 6"-8"BN
7ea
15.700/ea
109.90
6GASKET
6" FULL FACE 1/8" NEOPRENE GASKET
7ea
4.000/ea
28.00
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
7ea
33.395/ea
233.77
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
7ea
22.750/ea
159.25
.
VB-TOP-16"
562A/564A 16" VALVE BOX TOP
7ea
72.500/ea
507.50
VB-LID-LV
562A/564A VALVE BOX LID LONG VANES
(4" VANES LAS VEGAS / AVONDALE)
7ea
41.875/ea
293.13
VB-BOT-24"
562A 24" VALVE BOX BOTTOM
7ea
72.500/ea
507.50
DC457-BLUE
BLUE 562A DEBRIS CAP
7ea
64.667/ea
452.67
Subtotal -------
8039.10
______________
4" Valve
-----------------------------------
4" FL X MJ GATE VALVE 2504-1 NRS W/
2" OP NUT ||
2ea
628.406/ea
1256.81
4BN
4" BOLT&NUT SET (8EA) 5/8" X 3"
A307A ZINC || 4BN
2ea
9.560/ea
19.12
4GASKET
4" FULL FACE 1/8" NEOPRENE GASKET
2ea
2.560/ea
5.12
SGDP04 / 113812
4" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
2ea
28.395/ea
56.79
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
16 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
MJBGAS04
4" MEGA LUG GASKET & BOLT KIT
2ea
19.906/ea
39.81
.
VB-TOP-16"
562A/564A 16" VALVE BOX TOP
2ea
72.500/ea
145.00
VB-LID-LV
562A/564A VALVE BOX LID LONG VANES
(4" VANES LAS VEGAS / AVONDALE)
2ea
41.875/ea
83.75
VB-BOT-24"
562A 24" VALVE BOX BOTTOM
2ea
72.500/ea
145.00
DC457-BLUE
BLUE 562A DEBRIS CAP
2ea
64.667/ea
129.33
Subtotal -------
1880.73
______________
Fire Hydrant With 6" DIP Run
-----------------------------------
MJFT0606
6" MJ X FLANGE TEE
1ea
203.044/ea
203.04
MJT0606
6" MJ TEE
1ea
176.313/ea
176.31
FTD0606
6" FLANGE TEE
3ea
312.813/ea
938.44
MJT0806
8" X 6" MJ TEE
1ea
218.400/ea
218.40
MJFT0806
8" MJ X 6" FLANGE TEE
1ea
245.131/ea
245.13
MJFT1206
12" MJ X 6" FLANGE TEE
5ea
469.219/ea
2346.09
MJFT1206
12" MJ X 6" FLANGE TEE
1ea
469.219/ea
469.22
MJFA06
6" MJ X FLANGE ADAPTER
6ea
98.394/ea
590.36
MJOH0624
6" X 24" MJ X SWIVEL OFFSET
(GRADELOK)
1ea
654.650/ea
654.65
MJB9006
6" MJ 90 DEG BEND
3ea
122.850/ea
368.55
MJFB9006
6" MJ X FLANGE 90 DEG BEND
1ea
150.719/ea
150.72
SGDP12 / 113850
12" DIP STARGRIP SERIES 3000 /
TYLER SERIES 1000 TUFGRIP
12ea
108.369/ea
1300.43
MJBGAS12
12" MEGA LUG GASKET & BOLT KIT
12ea
35.263/ea
423.15
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
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Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
17 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
SGDP08 / 113836
8" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
4ea
50.184/ea
200.74
MJBGAS08
8" MEGA LUG GASKET & BOLT KIT
4ea
25.594/ea
102.38
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
49ea
33.395/ea
1636.36
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
49ea
22.750/ea
1114.75
.
6" FL X MJ GATE VALVE 2506-1 NRS W/
2" OP NUT ||
11ea
821.054/ea
9031.60
6" MJ X MJ GATE VALVE 2506-1 NRS W/
2" OP NUT ||
2ea
821.054/ea
1642.11
VB-TOP-16"
562A/564A 16" VALVE BOX TOP
13ea
72.500/ea
942.50
VB-LID-LV
562A/564A VALVE BOX LID LONG VANES
(4" VANES LAS VEGAS / AVONDALE)
13ea
41.875/ea
544.38
VB-BOT-24"
562A 24" VALVE BOX BOTTOM
13ea
72.500/ea
942.50
DC457-BLUE
BLUE 562A DEBRIS CAP
13ea
64.667/ea
840.67
.
68BN
6"-8" BOLT&NUT SET (8EA) 3/4" X
3-1/4" A307A ZINC || 6"-8"BN
11ea
15.700/ea
172.70
6GASKET
6" FULL FACE 1/8" NEOPRENE GASKET
11ea
4.000/ea
44.00
.
6TJ350
6" TJ DIP CL350 || 6DIP350
216ft
24.769/ft
5350.00
6" FIELD LOK GASKET || 60102
1ea
81.259/ea
81.26
.
4'6"HYD-NST
4'6" WATEROUS HYDRANT SGC W/ 6" MJ
SHOE 2EA 2-1/2"NST HOSE NOZZLES &
1EA 4-1/2"NST PUMPER
13ea
2596.842/ea
33758.95
HOS35-1
4-1/2" PUMPER HYDRANT OUT SERVICE
RING (RED) HOS35-1
13ea
10.000/ea
130.00
Subtotal -------
64619.39
______________
2" Service
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
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Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
18 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
-----------------------------------
12" X 2" DOUBLE STRAP BRONZE SADDLE
FOR DIP || 3826 12X2
3ea
304.018/ea
912.06
2" MIP X FIP BALL CORP NO LEAD ||
73149B-2
3ea
335.193/ea
1005.58
2" COPPER MALE ADAPTER (MPT X CU)
|| CCMA0200
6ea
14.662/ea
87.97
2" AMS FNPT X METER W/ LOCKWING NO
LEAD || 74604B-2-NL
3ea
400.202/ea
1200.61
#4 CONCRETE METER BOX
OUTSIDE DIMENSION
22-3/4"x33-1/2"12"
3ea
85.663/ea
256.99
A6001852-MAG4-H9
#4 POLYMER METER BOX COVER W/ TOUCH
READ HOLE 19-1/2"x30" CHANDLER (FOR
CONC BOX)
3ea
162.175/ea
486.53
.
2K20HARD
2" X 20' TYPE "K" HARD COPPER
80ft
21.075/ft
1686.02
2" COPPER 45 DEG ELBOW (CU) ||
CCLF0200
3ea
12.323/ea
36.97
2" COPPER 90 DEG ELBOW (CU) ||
CCLN0200
7ea
13.277/ea
92.94
.
Private Side Tie-In
-----------------------------------
7610F-2NL
2" METER FLANGE X FNPT
3ea
85.016/ea
255.05
112BN / 2BN
5/8" X 2-1/2" (2EA) BOLT&NUT SET
ZINC FOR 1-1/2" & 2" METER FLANGE
3ea
6.600/ea
19.80
2" COPPER MALE ADAPTER (MPT X CU)
|| CCMA0200
3ea
14.662/ea
43.98
2" COPPER 90 DEG ELBOW (CU) ||
CCLN0200
5ea
13.277/ea
66.39
2K20HARD
2" X 20' TYPE "K" HARD COPPER
45ft
21.075/ft
948.39
Subtotal -------
7099.28
______________
2" Water Service Tie-In No Meter
Box
-----------------------------------
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
19 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
12" X 2" DOUBLE STRAP BRONZE SADDLE
FOR DIP || 3826 12X2
2ea
304.018/ea
608.04
2K20HARD
2" X 20' TYPE "K" HARD COPPER
80ft
21.075/ft
1686.02
2" COPPER 45 DEG ELBOW (CU) ||
CCLF0200
6ea
12.323/ea
73.94
2" COPPER 90 DEG ELBOW (CU) ||
CCLN0200
2ea
13.277/ea
26.55
2" COPPER COUPLING || CCCP0200
2ea
6.677/ea
13.35
Subtotal -------
2407.90
______________
1-1/2" Service
-----------------------------------
12" X1 1/ 2" DOUBLE STRAP BRONZE
SADDLE FOR DIP || 3826 12X1-1/2
12ea
298.633/ea
3583.60
1-1/ 2" MIP X FIP BALL CORP NO LEAD
|| 73149B-112
12ea
207.255/ea
2487.06
1 1/ 2" COPPER MALE ADAPTER (MPT X
CU) || CCMA0150
24ea
8.662/ea
207.88
1-1/ 2" AMS FIP X FLANGE NO LEAD
BALL STYLE LOCK WING ||
74604B-1-1/2"
12ea
339.143/ea
4069.71
#4 CONCRETE METER BOX
OUTSIDE DIMENSION
22-3/4"x33-1/2"12"
12ea
85.663/ea
1027.95
A6001852-MAG4-H9
#4 POLYMER METER BOX COVER W/ TOUCH
READ HOLE 19-1/2"x30" CHANDLER (FOR
CONC BOX)
12ea
162.175/ea
1946.10
.
112K20HARD
1-1/2" X 20' TYPE "K" HARD COPPER
360ft
14.021/ft
5047.63
1 1/ 2" COPPER 45 DEG ELBOW (CU) ||
CCLF0150
14ea
7.385/ea
103.39
1-1/ 2" COPPER 90 DEG ELBOW (CU) ||
CCLN0150
18ea
7.292/ea
131.26
1-1/ 2" COPPER COUPLING || CCCP0150
14ea
4.000/ea
56.00
Subtotal -------
18660.58
______________
Private Side Tie-In Existing Meter
-----------------------------------
7610F-112NL
1-1/2" METER FLANGE X FNPT
12ea
65.108/ea
781.30
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
20 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
112BN / 2BN
5/8" X 2-1/2" (2EA) BOLT&NUT SET
ZINC FOR 1-1/2" & 2" METER FLANGE
12ea
6.600/ea
79.20
1 1/ 2" COPPER MALE ADAPTER (MPT X
CU) || CCMA0150
12ea
8.662/ea
103.94
1-1/ 2" COPPER 90 DEG ELBOW (CU) ||
CCLN0150
18ea
7.292/ea
131.26
112K20HARD
1-1/2" X 20' TYPE "K" HARD COPPER
18ft
14.021/ft
252.38
Subtotal -------
1348.08
______________
1 1/2" Service Tie-In Existing
Meter
-----------------------------------
12" X1 1/ 2" DOUBLE STRAP BRONZE
SADDLE FOR DIP || 3826 12X1-1/2
1ea
298.633/ea
298.63
1-1/ 2" MIP X FIP BALL CORP NO LEAD
|| 73149B-112
1ea
207.255/ea
207.26
1 1/ 2" COPPER MALE ADAPTER (MPT X
CU) || CCMA0150
2ea
8.662/ea
17.32
1-1/ 2" AMS FIP X FLANGE NO LEAD
BALL STYLE LOCK WING ||
74604B-1-1/2"
1ea
339.143/ea
339.14
112K20HARD
1-1/2" X 20' TYPE "K" HARD COPPER
60ft
14.021/ft
841.27
1-1/ 2" COPPER 90 DEG ELBOW (CU) ||
CCLN0150
3ea
7.292/ea
21.88
1 1/ 2" COPPER 45 DEG ELBOW (CU) ||
CCLF0150
1ea
7.385/ea
7.38
1-1/ 2" COPPER COUPLING || CCCP0150
1ea
4.000/ea
4.00
Subtotal -------
1736.88
______________
1" Water Service
-----------------------------------
12" X 1" DOUBLE STRAP BRONZE SADDLE
FOR DIP || 3826 12X1
5ea
264.779/ea
1323.90
1" MIP X PJ CTS BALL CORP NO LEAD
|| 74704B-22-1
5ea
95.558/ea
477.79
1K100SOFT
1" X 100' TYPE "K" SOFT COPPER
100ft
9.667/ft
966.71
1K60SOFT
1" X 60' TYPE "K" SOFT COPPER
60ft
9.667/ft
580.03
Printed By: JPARKINS on 4/3/2023 1:15:18 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
21 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
1" AMS CTS X METER NO LEAD ||
74602B-22-1NL
5ea
171.079/ea
855.40
#2 CONCRETE METER BOX
OUTSIDE DIMENSION 18"x25-3/4"x12"
5ea
60.743/ea
303.71
A6001832-MAG2-H9
#2 CHANDLER POLYMER METER BOX LID
W/ TR HOLE 14-1/8"x21-3/4" (FOR
CONC BOX)
5ea
97.525/ea
487.63
4" X 6' SCH40 GALV PLAIN END PIPE
(FOR BOLLARDS)
Non Return / Non Cancellable
1ea
200.000/ea
200.00
Subtotal -------
5195.17
______________
Private Side Tie-In
-----------------------------------
1"X1"X2.63 METER COUPLING X MIPT NO
LEAD || 74620-1NL
5ea
22.528/ea
112.64
1K60SOFT
1" X 60' TYPE "K" SOFT COPPER
60ft
9.667/ft
580.03
1" CPLG CTS X CTS NO LEAD ||
74758-22-1NL
5ea
31.369/ea
156.85
Subtotal -------
849.52
______________
1" Water Service Tie-In No Meter
Box
-----------------------------------
12" X 1" DOUBLE STRAP BRONZE SADDLE
FOR DIP || 3826 12X1
1ea
264.779/ea
264.78
1" MIP X PJ CTS BALL CORP NO LEAD
|| 74704B-22-1
1ea
95.558/ea
95.56
*Use leftover copper from 60' roll
above*
1" CPLG CTS X CTS NO LEAD ||
74758-22-1NL
1ea
31.369/ea
31.37
1" AMS CTS X METER NO LEAD ||
74602B-22-1NL
1ea
171.079/ea
171.08
Subtotal -------
562.79
______________
2" RP Backflow Assembly
-----------------------------------
Printed By: JPARKINS on 4/3/2023 1:15:19 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
22 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
LF009M2QT-2" / 391007
2" LF009M2-QT STRAIGHT RP BACKFLOW
1ea
744.825/ea
744.83
2" COPPER MALE ADAPTER (MPT X CU)
|| CCMA0200
2ea
14.662/ea
29.32
2K20HARD
2" X 20' TYPE "K" HARD COPPER
20ft
21.075/ft
421.51
2" COPPER 90 DEG ELBOW (CU) ||
CCLN0200
4ea
13.277/ea
53.11
2" COPPER UNION - LEAD FREE ||
CCCU0200-NL
1ea
143.892/ea
143.89
10"W X 24"H X 40"L HINGED GUARD
SHACK || QE-3
1ea
437.333/ea
437.33
Subtotal -------
1829.99
______________
1-1/2" RP Backflow Assembly
-----------------------------------
LF009M2-QT-1-1/2" / 391006
1-1/2" LF009M2-QT STRAIGHT RP
BACKFLOW
3ea
653.363/ea
1960.09
1 1/ 2" COPPER MALE ADAPTER (MPT X
CU) || CCMA0150
6ea
8.662/ea
51.97
112K20HARD
1-1/2" X 20' TYPE "K" HARD COPPER
60ft
14.021/ft
841.27
1-1/ 2" COPPER 90 DEG ELBOW (CU) ||
CCLN0150
12ea
7.292/ea
87.51
1-1/ 2" COPPER UNION - LEAD FREE ||
CCCU0112-NL
3ea
75.615/ea
226.85
10"W X 24"H X 30"L LIFT-OFF GUARD
SHACK || QE-2
3ea
378.667/ea
1136.00
Subtotal -------
4303.69
______________
1" RP Backflow Assembly
-----------------------------------
LF009M2-QT-1" / 391004
1" LF009M2-QT STRAIGHT RP BACKFLOW
3ea
234.700/ea
704.10
1" COPPER MALE ADAPTER (MPT X CU)
|| CCMA0100
14ea
5.092/ea
71.29
1K20HARD
1" X 20' TYPE "K" HARD COPPER
60ft
8.698/ft
521.86
1" COPPER 90 DEG ELBOW (CU) ||
CCLN0100
12ea
3.092/ea
37.11
1" COPPER UNION - LEAD FREE ||
CCCU0100-NL
3ea
14.215/ea
42.65
Printed By: JPARKINS on 4/3/2023 1:15:19 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
23 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
10"W X 24"H X 30"L LIFT-OFF GUARD
SHACK || QE-2
3ea
378.667/ea
1136.00
Subtotal -------
2513.01
______________
Fireline and FDC Modified
Installation Per Chandler Detail
FD103
6" RP Backflow COC C-315
-----------------------------------
957-NRS-6" / 111605
6" 957NRS STRAIGHT RP BACKFLOW
*Providing NRS Valves Due to Cage*
2ea
5495.688/ea
10991.38
6" X 6' FL SPOOL ||
4ea
779.375/ea
3117.50
6" X 4' FL SPOOL ||
4ea
620.275/ea
2481.10
FBD9006
6" FLANGE 90 DEG BEND
8ea
213.850/ea
1710.80
MJFA06
6" MJ X FLANGE ADAPTER
4ea
98.394/ea
393.58
68BN
6"-8" BOLT&NUT SET (8EA) 3/4" X
3-1/4" A307A ZINC || 6"-8"BN
20ea
15.700/ea
314.00
6GASKET
6" FULL FACE 1/8" NEOPRENE GASKET
20ea
4.000/ea
80.00
SGDP06 / 113829
6" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
4ea
33.395/ea
133.58
MJBGAS06
6" MEGA LUG GASKET & BOLT KIT
4ea
22.750/ea
91.00
UNIVERSAL ADJ PIPE SUPPORT ||
4ea
68.400/ea
273.60
*Guard Shack Not Typically Used on
6" Backflow Assembly Please verify
Diemnsions Required. Price subject
to change based on requirements*
38"W X 60"H X 99.5"L CAMSHELL GUARD
SHACK (2 PIECE) || QE-8
2ea
2336.000/ea
4672.00
34ATR
3/4" X 10' ALL THREAD ROD ZINC
PLATED
4ea
35.080/ea
140.32
3/ 4 BRASS PLUG NO LEAD ||
B-PL04LF
8ea
3.859/ea
30.87
Subtotal -------
24429.73
______________
Printed By: JPARKINS on 4/3/2023 1:15:19 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
24 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
4" RP Backflow COC C-315
-----------------------------------
957-NRS-4" / 111604
4" 957NRS STRAIGHT RP BACKFLOW
1ea
2756.788/ea
2756.79
4" X 6' FL SPOOL ||
2ea
636.938/ea
1273.88
4" X 4' FL SPOOL ||
2ea
503.638/ea
1007.28
FBD9004
4" FLANGE 90 DEG BEND
4ea
138.206/ea
552.83
MJFA04
4" MJ X FLANGE ADAPTER
2ea
71.663/ea
143.33
4BN
4" BOLT&NUT SET (8EA) 5/8" X 3"
A307A ZINC || 4BN
10ea
9.560/ea
95.60
4GASKET
4" FULL FACE 1/8" NEOPRENE GASKET
10ea
2.560/ea
25.60
SGDP04 / 113812
4" DIP STARGRIP SERIES 3000 / TYLER
SERIES 1000 TUFGRIP
2ea
28.395/ea
56.79
MJBGAS04
4" MEGA LUG GASKET & BOLT KIT
2ea
19.906/ea
39.81
UNIVERSAL ADJ PIPE SUPPORT ||
2ea
68.400/ea
136.80
1/ 2" BRASS PLUG - NO LEAD ||
B-PL03LF
4ea
3.365/ea
13.46
Subtotal -------
6102.17
______________
Added Item
Air Release C-319
-----------------------------------
12" X 2" DOUBLE STRAP BRONZE SADDLE
FOR DIP || 3826 12X2
2ea
304.018/ea
608.04
2" MIP X FIP BALL CORP NO LEAD ||
73149B-2
2ea
335.193/ea
670.39
2" COPPER MALE ADAPTER (MPT X CU)
|| CCMA0200
2ea
14.662/ea
29.32
2K60SOFT
2" X 60' TYPE "K" SOFT COPPER
60ft
24.091/ft
1445.44
2" COPPER 90 DEG ELBOW (CU) ||
CCLN0200
6ea
13.277/ea
79.66
2" COPPER COUPLING || CCCP0200
1ea
6.677/ea
6.68
2" CTS X FIPT CURB STOP NO LEAD ||
76102-22-2NL
2ea
406.232/ea
812.46
2" X 6" BRASS NIPPLE || NBR086
2ea
34.182/ea
68.36
Printed By: JPARKINS on 4/3/2023 1:15:19 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
25 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
2" BRONZE STREET 90 ELBOW - NO LEAD
|| B-ST9008LF
2ea
48.028/ea
96.06
2" AIR / VAC CR-UL20.1 || CR-UL20.1
2ea
693.538/ea
1387.08
2" SCH80 90 BEND || 806-020
4ea
6.819/ea
27.27
2" X 6" SCH 80 NIPPLE || 887-060
2ea
9.206/ea
18.41
MISC-BUG-2"-F-20
2" BUG SCREEN FOR ARV DETAIL FIPT
W/ 20 MESH BUGSCREEN-2"
2ea
35.133/ea
70.27
#4 CONCRETE METER BOX
OUTSIDE DIMENSION
22-3/4"x33-1/2"12"
4ea
85.663/ea
342.65
20304001 / A6001852-MAG4
#4 POLYMER SOLID METER BOX COVER
19-1/2"x30" PHOENIX MESA AVONDALE
(RETRO-FIT FOR CONC BOX)
2ea
154.175/ea
308.35
Subtotal -------
5970.44
______________
Additional Material For Tie-Ins To
Cap Pipe That Will Later Be
Abandoned
-----------------------------------
860-54-0334-16
12" HYMAX 2 FLIP COUPLING
13.15-14.41
9ea
709.719/ea
6387.47
860-54-0217-16
8" HYMAX 2 FLIP COUPLING 8.54-9.84
9ea
390.694/ea
3516.24
860-54-0163-16
6" HYMAX 2 FLIP COUPLING 6.42-7.68
5ea
346.044/ea
1730.22
12TJ350
12" TJ DIP CL350 || 12DIP350
18ft
49.979/ft
899.62
8TJ350
8" TJ DIP CL350 || 8DIP350
18ft
32.611/ft
586.99
6TJ350
6" TJ DIP CL350 || 6DIP350
18ft
24.769/ft
445.83
2" X 12" GALV NIPPLE || ZNG0812
23ea
20.425/ea
469.77
2" GALV CAP || ZMGCA08
23ea
6.060/ea
139.38
2" GALV STREET 90 BEND ||
ZMGLST9008
23ea
15.800/ea
363.40
759T08LF / 2117T-2
2" FULL PORT BRASS BALL VALVE
FPTXFPT
23ea
60.492/ea
1391.33
Printed By: JPARKINS on 4/3/2023 1:15:19 PM PDT
** Continued on Next Page **
Quotation
EXPIRATION DATE
PAGE NO.
QUOTE NUMBER
S100019704
05/03/2023
26 of 26
ORDER QTY
DESCRIPTION
UNIT PRICE
EXT PRICE
Subtotal -------
15930.25
______________
Subtotal
S&H Charges
Amount Due
1017708.66
0.00
1017708.66
Printed By: JPARKINS on 4/3/2023 1:15:19 PM PDT
*ALL PRODUCTS WILL BE PRICED IN EFFECT AT TIME OF SHIPMENT.
*DUE TO SUPPLY CHAIN PRICE INCREASES.
Estimated Tax
0.00
CHANDLER PROJECT
11051 N 132ND AVE
SURPRISE, AZ 85379
PHONE (623) 536-6192
FAX
(623) 536-9307
0026414
4/03/23
1
Expiration Date
5/03/23
Revised Date
4/03/23
Quoted To Customer
Bid Due Date
4/03/23
B & F CONTRACTING INC
11011 N 23RD AVE
PHOENIX, AZ 85029-4828
Phone (623) 582-1170
DANNY KOELLEN
Fax
(623) 582-3761
drkoellen@winwaterworks.com
(623) 229-2804
002037
2% 10TH, NET 25TH
DANNY KOELLEN
HOUSE ACCOUNT
S
Job Name
Quote No.
Date
Page
Quoted By
Customer
Quoted To
Salesperson
FOB
Payment Terms
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
1.0
6876 12" CL350 DIP RESTRAINED JOINT
71.4400
FT 491221.44
TR-FLEX CEMENT LINED
2.0
7140 27 POLYWRAP BLACK 10-12 DIP
.8300
FT 5926.20
340'
3.0
7 3 X 1000 DETECTABLE WATER TAPE
33.1700
EA 232.19
4.0
15 12 GA BLUE TRACER WIRE 500'
125.2500
EA 1878.75
SOLID CORE
5.0
50 T17-102 2X100 10 MIL PVC TAPE
6.7500
EA 337.50
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/092017/JONES-STEPHENS-WORLD-AND-MAIN_T17102_140JT17102_SPEC.pdf
------------------------------
7.0
8 12 FE TEE CL-TC IMP
1180.9600
EA 9447.68
132721 IMP L/ACC C110
8.0
1 12 MJXFE TEE C153 CL-TC IMP
767.2500
EA 767.25
422457 IMP L/ACC C153
9.0
1 12 MJXMJ TEE C153 CL-TC IMP
539.9300
EA 539.93
101116 IMP L/ACC C153
10.0
2 12X8 DI MJ TEE F
421.3200
EA 842.64
101215 IMP L/ACC C153
11.0
2 12X8 FE TEE CL-TC IMP
982.2800
EA 1964.56
132769 IMP L/ACC C110
12.0
1 12X6 DI MJ X FLG TEE
482.0900
EA 482.09
422488 IMP L/ACC C153
13.0
4 12 DI MJ X FLANGE ADAPTER
337.1700
EA 1348.68
371168 IMP L/ACC C153
14.0
3 12 MJ 22-1/2 C153 CL-TC IMP
281.0800
EA 843.24
099932 IMP L/ACC C153
15.0
17 12 DI MJ 45
321.3900
EA 5463.63
099956 IMP L/ACC C153
16.0
6 12 DI MJ LONG SOLID SLEEVE
296.2700
EA 1777.62
137337 IMP L/ACC C153
------------------------------
18.0
74 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA 11227.28
114192 IMP W/ACC
19.0
1 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA 79.38
114178 IMP W/ACC
20.0
4 12 ZINK 150# FLANGE ACC KIT
49.3100
EA 197.24
W/ 1/8" RR GASKET # FP12
------------------------------
22.0
1404 12" CL350 DIP SJ
51.6100
FT 72460.44
CHANDLER PROJECT
0026414
4/03/23
2
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
23.0
1700 27 POLYWRAP BLACK 10-12 DIP
.8300
FT
1411.00
340'
24.0
2 3 X 1000 DETECTABLE WATER TAPE
33.1700
EA
66.34
25.0
4 12 GA BLUE TRACER WIRE 500'
125.2500
EA
501.00
SOLID CORE
26.0
20 T17-102 2X100 10 MIL PVC TAPE
6.7500
EA
135.00
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/092017/JONES-STEPHENS-WORLD-AND-MAIN_T17102_140JT17102_SPEC.pdf
------------------------------
28.0
378 8 CL350 DIP RESTRAINED JOINT
46.9500
FT 17747.10
TR-FLEX CEMENT LINED
29.0
680 20 POLYWRAP BLACK 6-8 DIP
.5500
FT
374.00
340' ROLL
30.0
1 3 X 1000 DETECTABLE WATER TAPE
33.1700
EA
33.17
31.0
1 12 GA BLUE TRACER WIRE 500'
125.2500
EA
125.25
SOLID CORE
32.0
5 T17-102 2X100 10 MIL PVC TAPE
6.7500
EA
33.75
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/092017/JONES-STEPHENS-WORLD-AND-MAIN_T17102_140JT17102_SPEC.pdf
------------------------------
34.0
1 12X8 DI MJ TEE F
421.3200
EA
421.32
101215 IMP L/ACC C153
35.0
1 12X8 FE TEE CL-TC IMP
982.2800
EA
982.28
132769 IMP L/ACC C110
36.0
3 12X8 DI MJXFLG TEE
535.2600
EA
1605.78
422495 IMP L/ACC C153
37.0
1 8X6 DI MJ TEE
224.3900
EA
224.39
101475 IMP L/ACC C153
38.0
3 8X6 DI MJ X FLG TEE
251.8600
EA
755.58
422556 IMP L/ACC C153
39.0
1 8X6 DI ALL MJ REDUCER
106.9400
EA
106.94
100874 IMP L/ACC C153
40.0
1 8 MJ X FLG ADAPT
151.9300
EA
151.93
371205 IMP L/ACC C153
------------------------------
42.0
1 8 ZINC 150# FLANGE ACC KIT
25.0200
EA
25.02
W/ 1/8" RR GASKET # FP08
43.0
8 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA
1213.76
114192 IMP W/ACC
44.0
10 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA
793.80
114178 IMP W/ACC
45.0
1 391869 8 MJ ACCY PK L/GLND DOM
43.7500
EA
43.75
BOLTS AND GASKETS ONLY IMP.
46.0
3 8 DI MJ TAPT CAP
114.5400
EA
343.62
248156 IMP L/ACC C153
47.0
1 8 DI MJ LONG SOLID SLEEVE
184.0800
EA
184.08
137412 IMP L/ACC C153
------------------------------
--------16" TIE IN-----------
50.0
4 16"X8" FLANGE TEE C110 IMPORT
1535.5000
EA
6142.00
51.0
2 16 MJ L/SLV C153 TC IMP
566.2300
EA
1132.46
137450 IMP L/ACC C153
CHANDLER PROJECT
0026414
4/03/23
3
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
52.0
1 16 MJXFE ADPT C153 CL-TC IMP
611.2200
EA
611.22
129653 IMP L/ACC C153
53.0
18 16 CL350 DI PIPE SJ AC/CL
85.3900
EA
1537.02
TYTON JOINT
54.0
1 8572 16 MJXFL RS GATE VALVE OL
7215.9100
EA
7215.91
KENNEDY W/2" OP NUT SS STEM
------------------------------
56.0
6 16 TUFGRIP DI JNT REST &ACC F
272.2300
EA
1633.38
114215 IMP W/ACC
57.0
2 16" DI FLANGE ACCESSORY
74.8600
EA
149.72
ZINC PLATED FFRR GASKET
------------------------------
59.0
1 6855-16T TOP SECTION SLIP LL
72.5000
EA
72.50
112228 IOMP L/ACC
60.0
1 6855-36B BOTTOM SECTION SLIP
92.5000
EA
92.50
112082 IMP L/ACC
61.0
1 NON-POP POLYMER LID - WATER
55.0000
EA
55.00
62.0
1 DC457 DEBRIS CAP BLUE - WATER
65.6300
EA
65.63
------------------------------
---------TEMP CAP - TESTING---
65.0
1 8 DI MJ TAPT CAP
114.5400
EA
114.54
248156 IMP L/ACC C153
66.0
2 2" GALV MI 90 ST ELL
15.0200
EA
30.04
1M90S0909G
67.0
1 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA
79.38
114178 IMP W/ACC
------------------------------
------------------------------
70.0
234 6" CL350 DIP RESTRAINED JOINT
35.8200
FT
8381.88
TR-FLEX CEMENT LINED
71.0
340 20 POLYWRAP BLACK 6-8 DIP
.5500
FT
187.00
340' ROLL
72.0
1 3 X 1000 DETECTABLE WATER TAPE
33.1700
EA
33.17
73.0
1 12 GA BLUE TRACER WIRE 500'
125.2500
EA
125.25
SOLID CORE
74.0
1 T17-102 2X100 10 MIL PVC TAPE
6.7500
EA
6.75
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/092017/JONES-STEPHENS-WORLD-AND-MAIN_T17102_140JT17102_SPEC.pdf
------------------------------
76.0
4 12X6 DI MJ X FLG TEE
482.0900
EA
1928.36
422488 IMP L/ACC C153
77.0
6 6 DI MJ 90
126.2200
EA
757.32
100218 IMP L/ACC C153
78.0
3 6 DI MJ TAPT CAP
82.4000
EA
247.20
248118 IMP L/ACC C153
79.0
9 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA
1365.48
114192 IMP W/ACC
80.0
5 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA
291.25
114161 IMP W/ACC
------------------------------
------------------------------
83.0
54 4" TYTON DIP CL350 18'
38.2500
FT
2065.50
CHANDLER PROJECT
0026414
4/03/23
4
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
4" TYTON DIP
------------------------------
85.0
2 12X4 MJXFE TEE C153 CL-TC IMP
452.2500
EA
904.50
422471 IMP L/ACC C153
86.0
4 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA
606.88
114192 IMP W/ACC
87.0
8 4 TUFGRIP DI JNT REST &ACC F
47.1700
EA
377.36
114154 IMP W/ACC
88.0
4 4 DI MJ 90
77.1400
EA
308.56
100133 IMP L/ACC C153
------------------------------
------------TEMP TEST CAP-----
91.0
2 4 DI MJ TAPT CAP
60.2000
EA
120.40
248064 IMP L/ACC C153
92.0
4 2"
GALV MI 90 ST ELL
15.0200
EA
60.08
1M90S0909G
93.0
2 2X48
GALV STEEL NIPPLE
62.0200
EA
124.04
94.0
2 0555125 2 LFFBV-4
58.9500
EA
117.90
TXT FP BALL VALVE
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/082017/WATTS-REGULATOR-DRAINAGE-CO_0555125_07700555125_SPEC.pdf
95.0
2 4 TUFGRIP DI JNT REST &ACC F
47.1700
EA
94.34
114154 IMP W/ACC
------------------------------
-----12" SWING TIE IN ACP-----
98.0
4 242-1430 12 LONG OPTIMUM CPLG
549.4400
EA
2197.76
12.50 - 14.38
99.0
6 12 DI MJ 45
321.3900
EA
1928.34
099956 IMP L/ACC C153
100.0
2 12 MJ
90 ELL
384.5800
EA
769.16
099970 IMP L/ACC C153
101.0
16 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA
2427.52
114192 IMP W/ACC
102.0
8 391883 12 MJ ACCY PK L/GLD DOM
68.7500
EA
550.00
BOLTS AND GASKETS ONLY IMP.
------------------------------
----TEMP TEST CAP-------
105.0
3 12 DI MJ TAPT CAP
188.1600
EA
564.48
247999 IMP L/ACC C153
106.0
6 2" GALV MI 90 ST ELL
15.0200
EA
90.12
1M90S0909G
107.0
3 2X48 GALV STEEL NIPPLE
62.0200
EA
186.06
108.0
3 0555125 2 LFFBV-4
58.9500
EA
176.85
TXT FP BALL VALVE
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/082017/WATTS-REGULATOR-DRAINAGE-CO_0555125_07700555125_SPEC.pdf
109.0
3 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA
455.16
114192 IMP W/ACC
------------------------------
----8" SWING TIE IN ACP------
112.0
5 242-0960 8 LONG OPTIMUM CPLG
351.8900
EA
1759.45
8.40 - 9.75
CHANDLER PROJECT
0026414
4/03/23
5
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
113.0
8 8 DI MJ 45
149.0200
EA 1192.16
100270 IMP L/ACC C153
114.0
2 8 DI MJ 90
182.3200
EA 364.64
100294 IMP L/ACC C153
115.0
20 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA 1587.60
114178 IMP W/ACC
------------------------------
------TEMP TEST CAP-----------
118.0
6 8 DI MJ TAPT CAP
114.5400
EA 687.24
248156 IMP L/ACC C153
119.0
12 2" GALV MI 90 ST ELL
15.0200
EA 180.24
1M90S0909G
120.0
6 2X48 GALV STEEL NIPPLE
62.0200
EA 372.12
121.0
6 0555125 2 LFFBV-4
58.9500
EA 353.70
TXT FP BALL VALVE
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/082017/WATTS-REGULATOR-DRAINAGE-CO_0555125_07700555125_SPEC.pdf
122.0
6 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA 476.28
114178 IMP W/ACC
------------------------------
-----6" SWING TIE IN ACP-----
125.0
5 242-0760 6 LONG OPTIMUM CPLG
276.2200
EA 1381.10
6.28 - 7.60
126.0
6 6 DI MJ 45
102.2700
EA 613.62
100195 IMP L/ACC C153
127.0
5 6 DI MJ 90
126.2200
EA 631.10
100218 IMP L/ACC C153
128.0
22 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA 1281.50
114161 IMP W/ACC
------------------------------
------TEMP TEST CAP-----------
131.0
4 6 DI MJ TAPT CAP
82.4000
EA 329.60
248118 IMP L/ACC C153
132.0
8 2" GALV MI 90 ST ELL
15.0200
EA 120.16
1M90S0909G
133.0
4 2X48 GALV STEEL NIPPLE
62.0200
EA 248.08
134.0
4 0555125 2 LFFBV-4
58.9500
EA 235.80
TXT FP BALL VALVE
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/082017/WATTS-REGULATOR-DRAINAGE-CO_0555125_07700555125_SPEC.pdf
135.0
4 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA 233.00
114161 IMP W/ACC
------------------------------
-------4" SWING TIE IN ACP----
138.0
1 242-0550 4 LONG OPTIMUM CPLG
203.0000
EA 203.00
4.22 - 5.60
139.0
1 6X4 DI ALL MJ REDUCER
73.6300
EA 73.63
100836 IMP L/ACC C153
140.0
1 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA 58.25
114161 IMP W/ACC
141.0
1 4 TUFGRIP DI JNT REST &ACC F
47.1700
EA 47.17
114154 IMP W/ACC
CHANDLER PROJECT
0026414
4/03/23
6
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
-------TEMP TEST CAP----------
143.0
1 4 DI MJ TAPT CAP
60.2000
EA 60.20
248064 IMP L/ACC C153
144.0
2 2" GALV MI 90 ST ELL
15.0200
EA 30.04
1M90S0909G
145.0
1 2X48 GALV STEEL NIPPLE
62.0200
EA 62.02
146.0
1 0555125 2 LFFBV-4
58.9500
EA 58.95
TXT FP BALL VALVE
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/082017/WATTS-REGULATOR-DRAINAGE-CO_0555125_07700555125_SPEC.pdf
------------------------------
--------HALF VERTICAL---------
149.0
2 12 MJ 22-1/2 C153 CL-TC IMP
281.0800
EA 562.16
099932 IMP L/ACC C153
150.0
14 12 DI MJ 45
321.3900
EA 4499.46
099956 IMP L/ACC C153
151.0
32 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA 4855.04
114192 IMP W/ACC
------------------------------
153.0
10 8 DI MJ 45
149.0200
EA 1490.20
100270 IMP L/ACC C153
154.0
20 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA 1587.60
114178 IMP W/ACC
------------------------------
156.0
4 6 DI MJ 45
102.2700
EA 409.08
100195 IMP L/ACC C153
157.0
8 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA 466.00
114161 IMP W/ACC
------------------------------
---------FULL VERTICAL--------
160.0
18 12 DI MJ 45
321.3900
EA 5785.02
099956 IMP L/ACC C153
161.0
36 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA 5461.92
114192 IMP W/ACC
------------------------------
163.0
16 8 DI MJ 45
149.0200
EA 2384.32
100270 IMP L/ACC C153
164.0
36 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA 2857.68
114178 IMP W/ACC
------------------------------
166.0
16 6 DI MJ 45
102.2700
EA 1636.32
100195 IMP L/ACC C153
167.0
32 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA 1864.00
114161 IMP W/ACC
------------------------------
------12" VALVE-----------
170.0
30 12 MJXFL GATE VALVE 4572
2650.8700
EA 79526.10
W/ S.S. STEM OPEN LEFT
171.0
11 7571 12 MJXMJ RS GATE VALVE OL
2778.1900
EA 30560.09
KENNEDY W/ 2" OP NUT SS STEM
172.0
30 12 ZINK 150# FLANGE ACC KIT
49.3100
EA 1479.30
W/ 1/8" RR GASKET # FP12
CHANDLER PROJECT
0026414
4/03/23
7
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
173.0
52 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA 7889.44
114192 IMP W/ACC
------------------------------
175.0
41 6855-16T TOP SECTION SLIP LL
72.5000
EA 2972.50
112228 IOMP L/ACC
176.0
41 6855-36B BOTTOM SECTION SLIP
92.5000
EA 3792.50
112082 IMP L/ACC
177.0
41 NON-POP POLYMER LID - WATER
55.0000
EA 2255.00
178.0
41 DC457 DEBRIS CAP BLUE - WATER
65.6300
EA 2690.83
179.0
2 8' VALVE STEM EXTENSION
356.2900
EA 712.58
180.0
2 SSC-300 DIRT POCKET CAP
100.5000
EA 201.00
ACTUAL SMALL DIRT RING
181.0
6 6855-36B BOTTOM SECTION SLIP
92.5000
EA 555.00
112082 IMP L/ACC
------------------------------
183.0
6 6855-16T TOP SECTION SLIP LL
72.5000
EA 435.00
112228 IOMP L/ACC
184.0
6 6855-36B BOTTOM SECTION SLIP
92.5000
EA 555.00
112082 IMP L/ACC
185.0
6 NON-POP POLYMER LID - WATER
55.0000
EA 330.00
186.0
6 DC457 DEBRIS CAP BLUE - WATER
65.6300
EA 393.78
187.0
1 12 MJ CAP C153 TC IMP
157.2000
EA 157.20
121503 IMP L/ACC C153
188.0
1 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA 151.72
114192 IMP W/ACC
------------------------------
----THRUST BLOCK 12" PIPE----
191.0
10 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA 1517.20
114192 IMP W/ACC
------------------------------
------THRUST BLOCK 8" PIPE----
194.0
8 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA 635.04
114178 IMP W/ACC
------------------------------
-------THRUST BLOCK 6" PIPE---
197.0
2 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA 116.50
114161 IMP W/ACC
------------------------------
------------8" VALVE----------
200.0
7 7572 8 MJXFL RS GATE VALVE OL
1381.4300
EA 9670.01
KENNEDY W/ 2" OP NUT SS STEM
201.0
3 7571 8 MJXMJ RS GATE VALVE OL
1408.0700
EA 4224.21
KENNEDY W/ 2" OP NUT SS STEM
202.0
7 8 ZINC 150# FLANGE ACC KIT
25.0200
EA 175.14
W/ 1/8" RR GASKET # FP08
203.0
13 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA 1031.94
114178 IMP W/ACC
204.0
10 6855-16T TOP SECTION SLIP LL
72.5000
EA 725.00
112228 IOMP L/ACC
205.0
10 6855-36B BOTTOM SECTION SLIP
92.5000
EA 925.00
112082 IMP L/ACC
206.0
10 NON-POP POLYMER LID - WATER
55.0000
EA 550.00
CHANDLER PROJECT
0026414
4/03/23
8
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
207.0
10 DC457 DEBRIS CAP BLUE - WATER
65.6300
EA 656.30
------------------------------
-----------6" VALVE-----------
210.0
7 7572 6 MJXFL RS GATE VALVE OL
884.0400
EA 6188.28
W/ 2" OP NUT S.S. STEM
211.0
7 6 ZINC 150# FLANGE ACC KIT
19.8000
EA 138.60
W/ 1/8" RR GASKET
212.0
7 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA 407.75
114161 IMP W/ACC
213.0
7 6855-16T TOP SECTION SLIP LL
72.5000
EA 507.50
112228 IOMP L/ACC
214.0
7 6855-36B BOTTOM SECTION SLIP
92.5000
EA 647.50
112082 IMP L/ACC
215.0
7 NON-POP POLYMER LID - WATER
55.0000
EA 385.00
216.0
7 DC457 DEBRIS CAP BLUE - WATER
65.6300
EA 459.41
------------------------------
----------4" VALVE------------
219.0
2 7572 4 MJXFL RS GATE VALVE OL
661.4300
EA 1322.86
W/ 2" OP NUT S.S. STEM
220.0
2 4 ZINC 150# FLANGE ACC KIT
12.5000
EA 25.00
W/ 1/8" RR GASKET # FP04
221.0
2 4 TUFGRIP DI JNT REST &ACC F
47.1700
EA 94.34
114154 IMP W/ACC
222.0
2 6855-16T TOP SECTION SLIP LL
72.5000
EA 145.00
112228 IOMP L/ACC
223.0
2 6855-36B BOTTOM SECTION SLIP
92.5000
EA 185.00
112082 IMP L/ACC
224.0
2 NON-POP POLYMER LID - WATER
55.0000
EA 110.00
225.0
2 DC457 DEBRIS CAP BLUE - WATER
65.6300
EA 131.26
------------------------------
---FIRE HYDRANT 6" DIP RUN---
228.0
1 6 DI MJ X FLG TEE
208.6200
EA 208.62
422518 IMP L/ACC C153
229.0
1 6 MJ TEE
181.1500
EA 181.15
101291 IMP L/ACC C153
230.0
3 6 DI FLANGED TEE
321.3900
EA 964.17
132837 IMP L/ACC C110
231.0
1 8X6 DI MJ TEE
224.3900
EA 224.39
101475 IMP L/ACC C153
232.0
1 8X6 DI MJ X FLG TEE
251.8600
EA 251.86
422556 IMP L/ACC C153
233.0
6 12X6 DI MJ X FLG TEE
482.0900
EA 2892.54
422488 IMP L/ACC C153
234.0
6 6 MJ X FLG ADAPT
101.1000
EA 606.60
422181 IMP L/ACC C153
235.0
1 6X24 DI MJ OFFSET C-153 F
404.5600
EA 404.56
MJ X PE 107682 IMP L/ACC C153
236.0
3 6 DI MJ 90
126.2200
EA 378.66
100218 IMP L/ACC C153
237.0
1 6 DI MJXFE 90 ELL
154.6100
EA 154.61
422341 IMP L/ACC C153
238.0
12 12 TUFGRIP DI JNT REST &ACC F
151.7200
EA 1820.64
CHANDLER PROJECT
0026414
4/03/23
9
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
114192 IMP W/ACC
239.0
4 8 TUFGRIP DI JNT REST &ACC F
79.3800
EA 317.52
114178 IMP W/ACC
240.0
49 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA 2854.25
114161 IMP W/ACC
241.0
11 7572 6 MJXFL RS GATE VALVE OL
884.0400
EA 9724.44
W/ 2" OP NUT S.S. STEM
242.0
2 7571 6 MJXMJ RS GATE VALVE OL
884.0400
EA 1768.08
KENNEDY W/ 2" OP NUT SS STEM
243.0
13 6855-16T TOP SECTION SLIP LL
72.5000
EA 942.50
112228 IOMP L/ACC
244.0
13 6855-36B BOTTOM SECTION SLIP
92.5000
EA 1202.50
112082 IMP L/ACC
245.0
13 NON-POP POLYMER LID - WATER
55.0000
EA 715.00
246.0
13 DC457 DEBRIS CAP BLUE - WATER
65.6300
EA 853.19
247.0
11 6 ZINC 150# FLANGE ACC KIT
19.8000
EA 217.80
W/ 1/8" RR GASKET
------------------------------
------------------------------
250.0
216 6" TYTON DIP CL350 18'
26.1500
FT 5648.40
18FT US PIPE
251.0
13 K81D 3WAY 5-1/4 6MJ 4'6" BURY
2767.8300
EA 35981.79
1546345615102Y NST
252.0
13 HYDRANT OUT OF SERVICE SIGN
46.5600
EA 605.28
7" OD, 3-1/4" ID 05634 1A
------------------------------
--------2" METER SERVICE------
255.0
3 3826 12X2 FPT DBL BALE SDL
273.4100
EA 820.23
256.0
3 74704B-22FT 2 CORP MIPX22 NL
371.3400
EA 1114.02
257.0
3 74602B-22 2 FLANGED ABV LW NL
436.0900
EA 1308.27
258.0
7 607 2 CXC 90 ELL
24.1500
EA 169.05
259.0
3 606 2 CXC 45 ELL
22.3200
EA 66.96
260.0
3 PHOENIX #4 CONCRETE METER BOX
89.3200
EA 267.96
261.0
3 CHANDLER #4 POLYMER LID
156.2500
EA 468.75
262.0
80 2 X 20 K HARD COPPER TUBE
20.3900
FT 1631.20
------------------------------
---2" PRIVATE SIDE SERVICE----
265.0
3 431T08SPLF 2 METER FLG W/BLTS
45.6600
EA 136.98
(INCL: 1FLG 1GSKT 2BLT 1NUT)
266.0
3 604 2 CXMIP ADPT
26.5300
EA 79.59
267.0
5 607 2 CXC 90 ELL
24.1500
EA 120.75
268.0
45 2 X 20 K HARD COPPER TUBE
20.3900
FT 917.55
------------------------------
----2" SERVICE TIE NO BOX-----
271.0
2 3826 12X2 FPT DBL BALE SDL
273.4100
EA 546.82
272.0
80 2 X 20 K HARD COPPER TUBE
20.3900
EA 1631.20
273.0
6 606 2 CXC 45 ELL
22.3200
EA 133.92
274.0
2 607 2 CXC 90 ELL
24.1500
EA 48.30
275.0
2 600 2 CPLG W/STOP
12.1200
EA 24.24
------------------------------
-------1-1/2" SERVICE---------
278.0
12 3826 12X1-1/2 FPT DBL BALE SDL
264.6000
EA 3175.20
CHANDLER PROJECT
0026414
4/03/23
10
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
279.0
12 74704B-22FT 1-1/2 BALL CORP NL
182.9000
EA 2194.80
ACTUAL 74704B-22 #5133173
280.0
12 74602B-22 1-1/2 ANG BALL VL NL
387.5700
EA 4650.84
281.0
12 PHOENIX #4 CONCRETE METER BOX
89.3200
EA 1071.84
282.0
12 CHANDLER #4 POLYMER LID
156.2500
EA 1875.00
------------------------------
284.0
360 1-1/2 X 20 K HARD COPPER TUBE
13.4500
FT 4842.00
285.0
14 606 1-1/2 CXC 45 ELL
13.3300
EA 186.62
286.0
18 607 1-1/2 CXC 90 ELL
13.6100
EA 244.98
287.0
14 600 1-1/2 CPLG W/STOP
7.8100
EA 109.34
------------------------------
------PRIVATE SIDE TIE IN-----
290.0
12 431T07SPLF 1-1/2 METER FLG
43.8900
EA 526.68
(INCL: 1FLG 1GSKT 2BLT 2NUT)
291.0
12 604 1-1/2 CXMIP ADPT
15.9700
EA 191.64
292.0
18 607 1-1/2 CXC 90 ELL
13.6100
EA 244.98
293.0
120 1-1/2 X 20 K HARD COPPER TUBE
13.4500
FT 1614.00
1-1/2" SERVICE TIE IN EXISTING
295.0
1 3826 12X1-1/2 FPT DBL BALE SDL
264.6000
EA 264.60
296.0
1 74704B-22FT 1-1/2 BALL CORP NL
182.9000
EA 182.90
ACTUAL 74704B-22 #5133173
297.0
1 74602B-22 1-1/2 ANG BALL VL NL
387.5700
EA 387.57
298.0
60 1-1/2 X 20 K HARD COPPER TUBE
13.4500
FT 807.00
299.0
3 607 1-1/2 CXC 90 ELL
13.6100
EA 40.83
300.0
1 606 1-1/2 CXC 45 ELL
13.3300
EA 13.33
301.0
1 600 1-1/2 CPLG W/STOP
7.8100
EA 7.81
------------------------------
-------1" SERVICE------------
304.0
5 3826 12X1 FPT DBL BALE SDL
252.7600
EA 1263.80
305.0
5 74704 1 CORP STOP MIPXFLR NL
77.0500
EA 385.25
306.0
5 74602B 1 ANGLE BALL VALVE NL
182.5500
EA 912.75
FLARE X METER
307.0
100 1 X 100 K SOFT COPPER TUBE
9.3100
FT 931.00
308.0
60 1 X 60 K SOFT COPPER TUBE
9.3100
FT 558.60
309.0
5 PHOENIX #2 CONCRETE METER BOX
63.0700
EA 315.35
310.0
5 #2 POLYMER LID CHANDLER SPEC
104.1900
EA 520.95
PC MAG TOUCHREAD
----1" PRIVATE SIDE TIE IN----
312.0
5 WMC 1" WATER METER COUPLING
10.9500
EA 54.75
313.0
60 1 X 60 K SOFT COPPER TUBE
9.3100
FT 558.60
------------------------------
------1" SERVICE TIE NO BOX---
316.0
1 3826 12X1 FPT DBL BALE SDL
252.7600
EA 252.76
317.0
1 74704 1 CORP STOP MIPXFLR NL
77.0500
EA 77.05
318.0
1 74602B 1 ANGLE BALL VALVE NL
182.5500
EA 182.55
FLARE X METER
319.0
1 WMC 1" WATER METER COUPLING
10.9500
EA 10.95
------------------------------
------------------------------
---2" RPBP BACKFLOW W/ CAGE---
323.0
1 2-975XL2 LF BF PREVENTER
672.9500
EA 672.95
LEAD FREE
CHANDLER PROJECT
0026414
4/03/23
11
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/102019/_2-975XL2_0773975XL22_SPEC.pdf
324.0
2 604 2 CXMIP ADPT
26.5300
EA 53.06
325.0
20 2 X 20 K HARD COPPER TUBE
20.3900
FT 407.80
326.0
2 607 2 CXC 90 ELL
24.1500
EA 48.30
327.0
2 607-2 2 FTGXC 90 ST ELL
35.5400
EA 71.08
328.0
1 733 2 CXC UNION
100.7100
EA 100.71
329.0
1 EC-3 10X24X40 BACKFLOW CAGE
404.9400
EA 404.94
QE3 CAGE
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/042022/_EC-3_4219EC3_SPEC.pdf
------------------------------
--1-1/2" RPBP BACKFLOW W/ CAGE
332.0
3 112-975XL2 1-1/2 RPZ BFP
625.8900
EA 1877.67
LEAD FREE
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/102019/_112-975XL2_0773975XL2112_SPEC.pdf
333.0
6 604 1-1/2 CXMIP ADPT
15.9700
EA 95.82
334.0
60 1-1/2 X 20 K HARD COPPER TUBE
13.4500
FT 807.00
335.0
6 607 1-1/2 CXC 90 ELL
13.6100
EA 81.66
336.0
6 607-2 1-1/2 FTGXC 90 ST ELL
16.7900
EA 100.74
337.0
3 733 1-1/2 CXC UNION
60.3200
EA 180.96
338.0
3 271 BACKFLOW ENCLOSURE
350.6200
EA 1051.86
QE-2 10" X 24" X 30"
------------------------------
----1" RPBP BACKFLOW W/CAGE---
341.0
3 1-975XL2 1 RPZ BFP
337.6500
EA 1012.95
LEAD FREE
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/102019/_1-975XL2_0773975XL21_SPEC.pdf
342.0
14 604 1 CXMIP ADPT
10.0000
EA 140.00
343.0
60 1 X 20 K HARD COPPER TUBE
8.3000
FT 498.00
344.0
6 607 1 CXC 90 ELL
6.5100
EA 39.06
345.0
6 607-2 1 FTGXC 90 ST ELL
9.0700
EA 54.42
346.0
3 633W 1 CXC UNION
23.0500
EA 69.15
347.0
3 251 BACKFLOW ENCLOSURE
316.0500
EA 948.15
QE-1 10" X 24" X 22"
------------------------------
-------6" RPBP COMPLETE----
350.0
2 6-375AST 6 RED PRESSURE ASSY
5574.1200
EA 11148.24
6" 375ASTOSY
351.0
4 6"X6'-0" DI FLXFL SPOOL
775.3100
EA 3101.24
CEMENT LINED TAR COATED
352.0
4 6"X4'-0" DI FLXFL SPOOL
629.3400
EA 2517.36
CEMENT LINED TAR COATED
353.0
8 6 DI FLANGED 90
219.7200
EA 1757.76
132028 IMP L/ACC C110
354.0
4 6 MJ X FLG ADAPT
101.1000
EA 404.40
422181 IMP L/ACC C153
355.0
20 6 ZINC 150# FLANGE ACC KIT
19.8000
EA 396.00
W/ 1/8" RR GASKET
356.0
4 6 TUFGRIP DI JNT REST &ACC F
58.2500
EA 233.00
CHANDLER PROJECT
0026414
4/03/23
12
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
114161 IMP W/ACC
357.0
4 ADJUSTABLE PIPE STAND
64.3800
EA 257.52
24"-48"
358.0
2 QE-8.0 GS-8 CLAMSHELL-2 PIECE
1524.4000
EA 3048.80
------------------------------
---4" RPBP BACKFLOW COMPLETE--
361.0
1 4-375ASTOSY 4 RDC PRS BFP
2383.5300
EA 2383.53
362.0
2 4"X6'-0" DI FLXFL SPOOL
646.2700
EA 1292.54
CEMENT LINED TAR COATED
363.0
2 4"X4'-0" DI FLXFL SPOOL
499.1600
EA 998.32
CEMENT LINED TAR COATED
364.0
4 4 DI FLANGED 90
142.0300
EA 568.12
131922 IMP L/ACC C110
365.0
2 4 MJ X FLG ADAPT
73.6300
EA 147.26
371175 IMP L/ACC C153
366.0
10 4 ZINC 150# FLANGE ACC KIT
12.5000
EA 125.00
W/ 1/8" RR GASKET # FP04
367.0
2 4 TUFGRIP DI JNT REST &ACC F
47.1700
EA 94.34
114154 IMP W/ACC
368.0
2 ADJUSTABLE PIPE STAND
64.3800
EA 128.76
24"-48"
------------------------------
--------ARV C319-------
371.0
2 3826 12X2 FPT DBL BALE SDL
273.4100
EA 546.82
372.0
2 73149B 2 B CORP MIPXFIP NL
309.6800
EA 619.36
373.0
3 604 2 CXMIP ADPT
26.5300
EA 79.59
374.0
6 607 2 CXC 90 ELL
24.1500
EA 144.90
375.0
2 76102Q 2 CTSXFPT BALL CURB
405.2500
EA 810.50
376.0
2 2X6 RED BRASS NIPPLE
32.3000
EA 64.60
377.0
2 2 LF BRASS 90 ELBOW IMP
32.8400
EA 65.68
378.0
2 2" D040 AIR RELEASE/VAC VALVE
531.2500
EA 1062.50
379.0
2 2" MPT SS BUG SCREEN 2MBGSS
29.4000
EA 58.80
ZZ SCR M02
380.0
4 PHOENIX #4 CONCRETE METER BOX
89.3200
EA 357.28
381.0
2 CHANDLER #4 POLYMER LID
156.2500
EA 312.50
382.0
60 2 X 20 K HARD COPPER TUBE
20.3900
FT 1223.40
383.0
1 600 2 CPLG W/STOP
12.1200
EA 12.12
------------------------------
---ADD FOR TIE IN MATERIALS---
386.0
9 860-54-0334-16 HM2 13.15-14.41
694.5200
EA 6250.68
12 HYMAX 2 WIDE RANGE COUPLING
387.0
9 860-54-0217-16 HM2 8.54-9.84
384.5200
EA 3460.68
8" HYMAX 2 WIDE RANGE COUPLING
388.0
5 860-54-0163-16 HM2 6.42-7.68
345.3100
EA 1726.55
6" HYMAX 2 WIDE RANGE COUPLING
389.0
18 12" CL350 DIP SJ
51.6100
FT 928.98
390.0
18 8" TYTON DIP CL350 18'
34.3100
FT 617.58
391.0
18 6" TYTON DIP CL350 18'
26.1500
FT 470.70
18FT US PIPE
392.0
23 2X12 GALV STEEL NIPPLE
17.0200
EA 391.46
393.0
23 2 GALV MI CAP
7.4200
EA 170.66
394.0
23 2" GALV MI 90 ST ELL
15.0200
EA 345.46
CHANDLER PROJECT
0026414
4/03/23
13
Expiration Date
5/03/23
Revised Date
4/03/23
Bid Due Date
4/03/23
Job Name
Quote No.
Date
Page
Unit
Extended
Line
Qty.
D e s c r i p t i o n
Price
UOM
Price
1M90S0909G
395.0
23 0555125 2 LFFBV-4
58.9500
EA 1355.85
TXT FP BALL VALVE
Spec sheet:
https://pimmedia.winsupplyinc.com/pim/SPEC/082017/WATTS-REGULATOR-DRAINAGE-CO_0555125_07700555125_SPEC.pdf
SUBTOTAL
1058282.68
Tax Area Id
Net Sales
1,058,282.68
030130700
Freight
.00
Tax
.00
Quotation Total
1,058,282.68
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
CUSTOMER
PROJECT INFORMATION
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
QUOTING BRANCH
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
QUOTE
Due to the continued cost and supply challenges in the DUCTILE IRON PIPE, PVC and HDPE markets, the
pricing of these products will be based solely on the availability at the time of shipment. Also, given the
volatility in these markets we will not be responsible for product availability and shipment delays, as they are
out of our control. Bid prices should be considered an estimate, materials will only be priced at time of
shipment until the current supply chain challenges are resolved. These terms are in leu of our standard terms.
We appreciate your partnership.
4/03/23
6322133
B&F CONTRACTING INC
11011 N. 23RD AVENUE
PHOENIX, AZ 85029
221074
******************************
GIVEN THE CURRENT PRICING AND
SUPPLY CHAIN CHALLENGES ALL
MATERIAL WILL BE PRICED AT
TIME OF SHIPMENT AND THE
PRICES BELOW ARE TO BE USED AS
AN ESTIMATE FOR BID PURPOSES
ONLY
******************************
******************************
** FORTILINE WATERWORKS **
** 8051 WEST OLIVE AVENUE **
** PEORIA, AZ 85345 **
******************************
PHONE (623) 412-2333
FAX (623) 979-4555
ATTENTION: CORINA NIMMO
DATE: 04-04-2023
NUMBER OF PAGES: 20
QUOTATION BY: TODD CARRIGAN
THIS TAKEOFF REPRESENTS THE
TAKEOFF PROVIDED BY CORINA
NIMM0. IT IS OFFERED UNDER
FORTILINE WATERWORKS TERMS AND
CONDITIONS, IF YOU NEED A COPY
OF THOSE PLEASE CONTACT OUR
OFFICE.
SPECIAL ORDER MATERIAL MAY BE
SUBJECT TO RESTOCKING CHARGES
OR MAY NOT BE RETURNABLE.
QUOTATION BASED ON PURCHASE OF
TOTAL QUANITY, ANY DEVIATION
MAY RESULT IN PRICE CHANGES.
I APPRECIATE THE OPPORTUNITY
TO QUOTE YOU AND LOOK FORWARD
TO WORKING WITH YOU ON THIS
PROJECT.
THANK YOU AND GOODLUCK!!!
1
DOBSON RD TO CHIPPEMENTS PLACE
FORTILINE PEORIA
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
12" RJ DIP TR FLEX
PR350
3"X1000' WATER DETECTOR TAPE
14GA TRACER WIRE BLUE 500'
2"X100' POLY TAPE
27"X340' POLYWRAP BLACK
2"X100' POLY TAPE
12" FLG TEE
C110
12"X8" MJXFLG TEE
C153
12" MJ TEE
C153
12"X8" MJ TEE
C153
12"X8" FLG TEE
C110
12"X6" MJXFLG TEE
C153
12" MJXFLG ADPT
C153
12" MJ 22-1/2
C153
12" MJ 45
C153
12" MJ LONG SLEEVE
C153
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
6876
7
15
50
7140
50
8
1
1
2
2
1
4
3
17
6
74
74
2
2
F/10-12" DIP 20' PERFORATIONS
******************************
*** CHANDLER BLVD.
***
***DOBSON RD TO CHIPPEMENTS***
*** CHANDLER AZ.
***
******************************
12" DIP WATER
18-20 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN PEORIA
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
490
510
530
550
570
590
610
630
650
670
690
710
730
750
770
790
810
830
850
870
FT
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
71.4300
48.2600
89.0100
9.7800
.7700
9.7800
1,087.3600
492.8300
497.1400
387.9200
904.4300
443.8700
310.4400
258.7900
295.9200
272.7800
102.5200
36.6700
47.4700
26.6200
491,152.68
337.82
1,335.15
489.00
5,497.80
489.00
8,698.88
492.83
497.14
775.84
1,808.86
443.87
1,241.76
776.37
5,030.64
1,636.68
7,586.48
2,713.58
94.94
53.24
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
2
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
12" FLG BOLT KIT HDG A307B
12" TJ DIP PR350
3"X1000' WATER DETECTOR TAPE
14GA TRACER WIRE BLUE 500'
2"X100' POLY TAPE
27"X340' POLYWRAP BLACK
2"X100' POLY TAPE
8" RJ DIP TR FLEX PR350
14GA TRACER WIRE BLUE 500'
3"X1000' WATER DETECTOR TAPE
20"X340' POLYWRAP BLACK
2"X100' POLY TAPE
12"X8" MJ TEE C153
12"X8" FLG TEE C110
12"X8" MJXFLG TEE C153
8"X6" MJ TEE C153
8"X6" MJXFLG TEE C153
8"X6" MJ REDUCER C153
8" MJXFLG ADPT C153
4
1404
3
4
20
1360
10
378
1
5
340
5
1
1
3
1
3
1
1
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
F/10-12" DIP 20' PERFORATIONS
F/6-8" DIP 20' PERFORATIONS
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
12" PC-350 TJ DIP
18-20 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEADD TIME
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
8" DIP RJ
AS OF 4-3 STOCK IN PEORIA
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
890
940
960
980
1000
1020
1040
1090
1110
1130
1150
1170
1190
1210
1230
1250
1270
1290
1310
EA
FT
EA
EA
EA
FT
EA
FT
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
EA
68.2500
51.6100
48.2600
89.0100
9.7800
.7700
9.7800
45.9200
89.0100
48.2600
.5700
9.7800
387.9200
904.4300
492.8300
206.6000
231.8900
98.4600
139.8900
273.00
72,460.44
144.78
356.04
195.60
1,047.20
97.80
17,357.76
89.01
241.30
193.80
48.90
387.92
904.43
1,478.49
206.60
695.67
98.46
139.89
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
3
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
8" FLG BOLT KIT HDG A307B
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
8"X2" MJ TAPT PLUG C153
8" MJ LONG SLEEVE C153
16"X8" FLG TEE C110
16" MJ LONG SLEEVE C153
16" MJXFLG ADPT C153
16" TJ DIP PR250
16" MJXF GV O/L A2361-19 L/ACC
16" STAR GRIP MJ REST DIP 3000
16" MJ REGULAR ACC LESS GLAND
16" FLG BOLT KIT HDG A307B
BLACK POLY LID F/562A VLV BOX
562A SLIP VB TOP L/LID
562AB SLIP VLV BOX BOTTOM
DC457 BLUE DEBRIS CAP
1
8
8
11
11
3
1
4
2
1
18
1
6
6
2
1
1
1
1
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
W/FF 1/8" NEOPRENE GSKT
PIZZA BOX STYLE
CHANDLER SPEC
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
16" TIE-IN
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
8-10 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4/3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
TEMP CAP FOR TESTING
1330
1350
1370
1390
1410
1430
1450
1500
1520
1540
1560
1580
1600
1620
1640
1660
1680
1700
1720
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
EA
29.6400
102.5200
36.6700
47.4700
26.6200
119.9800
169.4800
1,507.0200
521.3500
562.7800
74.0800
9,601.0000
194.2100
57.9700
72.7400
51.9400
75.4000
62.7800
63.0500
29.64
820.16
293.36
522.17
292.82
359.94
169.48
6,028.08
1,042.70
562.78
1,333.44
9,601.00
1,165.26
347.82
145.48
51.94
75.40
62.78
63.05
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
4
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
8"X2" MJ TAPT CAP
C153
2" GALV STREET 90
2"X6" GALV NIPPLE
2" THD BRASS GV NO LEAD
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
6" RJ DIP TR FLEX
PR350
3"X1000' WATER DETECTOR TAPE
14GA TRACER WIRE BLUE 500'
20"X340' POLYWRAP BLACK
2"X100' POLY TAPE
12"X6" MJXFLG TEE
C153
6" MJ 90
C153
6"X2" MJ TAPT CAP
C153
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
6" STAR GRIP MJ REST DIP 3000
6" MJ REGULAR ACC LESS GLAND
4" TJ DIP
PR350
12"X4" MJXFLG TEE
C153
1
2
1
1
1
1
234
1
1
340
6
4
6
3
9
9
15
15
54
2
F/6-8" DIP 20' PERFORATIONS
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
6" PC-350 DIP
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN PEORIA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
4" PIPE
20-22 WEEK LEAD TIME
SEE ABOVE FOR TAPE,WIRE,PLOY
2-3 WEEK LEAD TIME
1770
1790
1810
1830
1850
1870
1920
1940
1960
1980
2000
2020
2040
2060
2080
2100
2120
2140
2190
2220
EA
EA
EA
EA
EA
EA
FT
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
EA
FT
EA
105.4500
22.1200
11.5900
53.4100
47.4700
26.6200
35.0300
48.2600
89.0100
.5700
9.7800
443.8700
116.2100
75.8600
102.5200
36.6700
31.5900
23.6600
37.4100
420.7400
105.45
44.24
11.59
53.41
47.47
26.62
8,197.02
48.26
89.01
193.80
58.68
1,775.48
697.26
227.58
922.68
330.03
473.85
354.90
2,020.14
841.48
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
5
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
4" STAR GRIP MJ REST DIP 3000
4" MJ REGULAR ACC LESS GLAND
4" MJ 90 C153
4" FLG BOLT KIT HDG A307B
4"X2" MJ TAPT CAP C153
2" GALV STREET 90
2"X6" GALV NIPPLE
2" THD BRASS GV NO LEAD
4" STAR GRIP MJ REST DIP 3000
4" MJ REGULAR ACC LESS GLAND
12" QUANTUM CPLG 12.75-14.40
12" MJ 45 C153
12" MJ 90 C153
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
12"X2" MJ TAPT CAP C153
2" GALV STREET 90
4
4
8
8
4
2
2
4
2
2
2
2
4
6
2
16
16
3
6
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
461-12751440-000 SMB
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
TEMP CAP FOR TESTING
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
12" SWING TIE-IN AT ACP
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
TEMP CAP FOR TESTING
AS OF 4-3 STOCK IN MESA
2240
2260
2280
2300
2320
2340
2390
2410
2430
2450
2470
2490
2540
2560
2580
2600
2620
2670
2690
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
102.5200
36.6700
26.8600
20.7000
71.0200
17.0300
55.4200
22.1200
11.5900
53.4100
26.8600
20.7000
392.1100
295.9200
357.7900
102.5200
36.6700
173.2500
22.1200
410.08
146.68
214.88
165.60
284.08
34.06
110.84
88.48
23.18
106.82
53.72
41.40
1,568.44
1,775.52
715.58
1,640.32
586.72
519.75
132.72
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
6
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
2"X6" GALV NIPPLE
2" THD BRASS GV NO LEAD
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
8" QUANTUM CPLG 8.54-9.85
8" MJ 45 C153
8" MJ 90 C153
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
8"X2" MJ TAPT CAP C153
2" GALV STREET 90
2"X6" GALV NIPPLE
2" THD BRASS GV NO LEAD
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
6" QUANTUM CPLG 6.54-7.65
6" MJ 45 C153
6" MJ 90 C153
6" STAR GRIP MJ REST DIP 3000
3
2
3
3
5
8
2
20
20
6
12
6
6
6
6
5
6
5
22
461-08540985-000 SMB
461-06540765-000 SMB
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
8" SWING TIE-IN AT ACP
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
TEMP CAP FOR TESTING
2-3 WEEK LEAD TIME
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
6" SWING TIE-IN AT ACP
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEAD TIME
2710
2730
2750
2770
2820
2840
2860
2880
2900
2950
2970
2990
3010
3030
3050
3100
3120
3140
3160
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
11.5900
53.4100
102.5200
36.6700
224.8100
137.2000
167.8600
47.4700
26.6200
105.4500
22.1200
11.5900
53.4100
47.4700
26.6200
226.0000
94.1500
116.2100
31.5900
34.77
106.82
307.56
110.01
1,124.05
1,097.60
335.72
949.40
532.40
632.70
265.44
69.54
320.46
284.82
159.72
1,130.00
564.90
581.05
694.98
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
7
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
6" MJ REGULAR ACC LESS GLAND
6"X2" MJ TAPT CAP C153
2" GALV STREET 90
2"X6" GALV NIPPLE
2" THD BRASS GV NO LEAD
6" STAR GRIP MJ REST DIP 3000
6" MJ REGULAR ACC LESS GLAND
4" QUANTUM CPLG 4.46-5.60
6"X4" MJ REDUCER C153
6" STAR GRIP MJ REST DIP 3000
6" MJ REGULAR ACC LESS GLAND
4" STAR GRIP MJ REST DIP 3000
4" MJ REGULAR ACC LESS GLAND
4"X2" MJ TAPT CAP C153
2" GALV STREET 90
2"X6" GALV NIPPLE
2" THD BRASS GV NO LEAD
4" STAR GRIP MJ REST DIP 3000
4" MJ REGULAR ACC LESS GLAND
22
4
11
4
4
4
4
1
1
1
1
1
1
1
2
1
1
1
1
461-04460560-000 SMB
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
TEMP CAP FOR TESTING
AS OF 4-3 STOCK IN PEORIA
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
6-8 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
4" SWING TIE-IN AT ACP
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
TEMP CAP FOR TESTING
2-3 WEEK LEAD TIME
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
6-8 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
3180
3230
3250
3270
3290
3310
3330
3380
3400
3420
3440
3460
3480
3530
3550
3570
3590
3610
3630
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
23.6600
75.8600
22.1200
11.5900
53.4100
31.5900
23.6600
160.2700
67.7900
31.5900
23.6600
26.8600
20.7000
55.4200
22.1200
11.5900
53.4100
26.8600
20.7000
520.52
303.44
243.32
46.36
213.64
126.36
94.64
160.27
67.79
31.59
23.66
26.86
20.70
55.42
44.24
11.59
53.41
26.86
20.70
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
8
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
12" MJ 22-1/2 C153
12" MJ 45 C153
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
8" MJ 45 C153
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
6" MJ 45 C153
6" STAR GRIP MJ REST DIP 3000
6" MJ REGULAR ACC LESS GLAND
12" MJ 45 C153
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
8" MJ 45 C153
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
2
14
32
32
10
20
20
4
8
8
18
36
36
16
32
32
HALF VERT. REALIGNMENT UP OR
DOWN
12" VERT REALIGNMENT
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
8" VERT REALIGNMENT
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
6" VERT REALIGNMENT
6" VERT REALIGNMENT
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
FULL VERT. REALIGNMENT UP AND
DOWN
12" VERT REALIGNMENT
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
8" VERT REALIGNMENT
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
3700
3720
3740
3760
3810
3830
3850
3900
3920
3940
4010
4030
4050
4100
4120
4140
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
258.7900
295.9200
102.5200
36.6700
137.2000
47.4700
26.6200
94.1500
31.5900
23.6600
295.9200
102.5200
36.6700
137.2000
47.4700
26.6200
517.58
4,142.88
3,280.64
1,173.44
1,372.00
949.40
532.40
376.60
252.72
189.28
5,326.56
3,690.72
1,320.12
2,195.20
1,519.04
851.84
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
9
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
6" MJ 45 C153
6" STAR GRIP MJ REST DIP 3000
6" MJ REGULAR ACC LESS GLAND
12 MJXF GV O/L A2361-19SS/EPDM
12 MJ GV O/L A2361-23 SS/EPDM
12" FLG BOLT KIT HDG A307B
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
BLACK POLY LID F/562A VLV BOX
562A SLIP VB TOP L/LID
562AB SLIP VLV BOX BOTTOM
DC457 BLUE DEBRIS CAP
12" INSERTION VALVE PLUS
BLACK POLY LID F/562A VLV BOX
562A SLIP VB TOP L/LID
562AB SLIP VLV BOX BOTTOM
DC457 BLUE DEBRIS CAP
12" MJ CAP C153
16
32
32
30
11
30
52
52
41
41
41
41
6
6
6
6
6
1
EVERDUR STEM
EVERDUR STEM
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
CHANDLER SPEC
INSTALLATION
CHANDLER SPEC
6" VERT REALIGNMENT
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
12" VALVE
12-16 WEEK LEAD TIME
12-16 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
4-6 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
12" PERMASEAL INSURTION VALVE
12-14 WEEK LEAD TIME
4-6 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
4190
4210
4230
4280
4300
4320
4340
4360
4380
4400
4420
4440
4490
4530
4550
4570
4590
4610
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
94.1500
31.5900
23.6600
2,732.9100
2,864.2900
68.2500
102.5200
36.6700
51.9400
75.4000
62.7800
63.0500
32,972.9400
51.9400
75.4000
62.7800
63.0500
144.7300
1,506.40
1,010.88
757.12
81,987.30
31,507.19
2,047.50
5,331.04
1,906.84
2,129.54
3,091.40
2,573.98
2,585.05
197,837.64
311.64
452.40
376.68
378.30
144.73
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
10
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
6" STAR GRIP MJ REST DIP 3000
6" MJ REGULAR ACC LESS GLAND
8 MJXF GV O/L A2361-19 SS/EPDM
8 MJ GV O/L A2361-23 SS/EPDM
8" FLG BOLT KIT HDG A307B
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
BLACK POLY LID F/562A VLV BOX
562A SLIP VB TOP L/LID
562AB SLIP VLV BOX BOTTOM
DC457 BLUE DEBRIS CAP
1
1
10
10
8
8
2
2
7
3
7
13
13
10
10
10
10
EVERDUR STEM
EVERDUR STEM
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
CHANDLER SPEC
4-6 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN PEORIA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
THRUST BLOCK 12"
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
THRUST BLOCK 8" PIPE
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
THRUST BLOCK 6" PIPE
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
8" VALVE
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
6" VALVE
4630
4650
4700
4720
4770
4790
4840
4860
4910
4930
4950
4970
4990
5010
5030
5050
5070
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
102.5200
36.6700
102.5200
36.6700
47.4700
26.6200
31.5900
23.6600
1,424.4100
1,451.7800
29.6400
47.4700
26.6200
51.9400
75.4000
62.7800
63.0500
102.52
36.67
1,025.20
366.70
379.76
212.96
63.18
47.32
9,970.87
4,355.34
207.48
617.11
346.06
519.40
754.00
627.80
630.50
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
11
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
6 MJXF GV O/L A2361-19 SS/EPDM
6" FLG BOLT KIT HDG A307B
6" STAR GRIP MJ REST DIP 3000
6" MJ REGULAR ACC LESS GLAND
BLACK POLY LID F/562A VLV BOX
562A SLIP VB TOP L/LID
562AB SLIP VLV BOX BOTTOM
DC457 BLUE DEBRIS CAP
4 MJXF GV O/L A2361-19 SS/EPDM
4" FLG BOLT KIT HDG A307B
4" STAR GRIP MJ REST DIP 3000
4" MJ REGULAR ACC LESS GLAND
BLACK POLY LID F/562A VLV BOX
562A SLIP VB TOP L/LID
562AB SLIP VLV BOX BOTTOM
DC457 BLUE DEBRIS CAP
6" MJXFLG TEE C153
6" MJ TEE C153
6" FLG TEE C110
8"X6" MJ TEE C153
7
7
7
7
7
7
7
7
2
2
2
2
2
2
2
2
1
1
3
1
EVERDUR STEM
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
CHANDLER SPEC
4-6 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
EVERDUR STEM
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
CHANDLER SPEC
4-6 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
4" VALVE
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
FIRE HYDRANT WITH 6" DIP RUN
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
5120
5140
5160
5180
5200
5220
5240
5260
5310
5330
5350
5370
5390
5410
5430
5450
5500
5520
5540
5560
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
911.5300
25.4800
31.5900
23.6600
51.9400
75.4000
62.7800
63.0500
681.8700
17.0300
26.8600
20.7000
51.9400
75.4000
62.7800
63.0500
192.0800
166.7900
295.9200
206.6000
6,380.71
178.36
221.13
165.62
363.58
527.80
439.46
441.35
1,363.74
34.06
53.72
41.40
103.88
150.80
125.56
126.10
192.08
166.79
887.76
206.60
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
12
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
8"X6" MJXFLG TEE C153
12"X6" MJXFLG TEE C153
6" MJXFLG ADPT C153
6"X24" GRADELOK MJXSWIVEL
6" MJ 90 C153
6" MJXFLG 90 C153
12" STAR GRIP MJ REST DIP 3000
12" MJ REGULAR ACC LESS GLAND
8" STAR GRIP MJ REST DIP 3000
8" MJ REGULAR ACC LESS GLAND
6" STAR GRIP MJ REST DIP 3000
6" MJ REGULAR ACC LESS GLAND
6 MJXF GV O/L A2361-19 SS/EPDM
6 MJ GV O/L A2361-23 SS/EPDM
BLACK POLY LID F/562A VLV BOX
562A SLIP VB TOP L/LID
562AB SLIP VLV BOX BOTTOM
DC457 BLUE DEBRIS CAP
6" FLG BOLT KIT HDG A307B
6" TJ DIP PR350
6" STAR GRIP BELL REST DIP
5-1/4VO HYD 4'6" 6MJ O/L A423
1
6
6
1
3
1
12
12
4
4
49
49
11
2
13
13
13
13
11
216
1
13
EVERDUR STEM
EVERDUR STEM
CHANDLER SPEC
4-6 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
3100P
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
4-6 WEEK LEAD TIME
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
5580
5600
5620
5640
5660
5680
5700
5720
5740
5760
5780
5800
5820
5840
5860
5880
5900
5920
5940
5960
5980
6000
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
FT
EA
EA
231.8900
443.8700
93.0800
486.2400
116.2100
142.5800
102.5200
36.6700
47.4700
26.6200
31.5900
23.6600
911.5300
911.5300
51.9400
75.4000
62.7800
63.0500
25.4800
25.5800
79.5800
2,844.5200
231.89
2,663.22
558.48
486.24
348.63
142.58
1,230.24
440.04
189.88
106.48
1,547.91
1,159.34
10,026.83
1,823.06
675.22
980.20
816.14
819.65
280.28
5,525.28
79.58
36,978.76
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
13
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
4-1/2" HYD RING OUT OF SERVICE
12X2 IP SDL BRZ AC/DIP
2" BALL CORP MIPXPJC NL
2" BALL ANG VLV PJCXMTR FLG NL
#4 CONC MB 22-3/4X33-1/2X12
#4 POLY LID W/READ HOLE F/CONC
2X20' TYPE K HARD COPPER TUBE
2" COPPER SWEAT 45
2" COPPER SWEAT 90
2" MTR GASKET DROP IN
2" BRASS MTR FLG NL
2" BRASS METER BOLT & NUT SET
2" COPPER SWEAT MALE ADPT
2" COPPER SWEAT 90
2X20' TYPE K HARD COPPER TUBE
12X2 IP SDL BRZ AC/DIP
2X20' TYPE K HARD COPPER TUBE
13
3
3
3
3
3
80
3
7
3
3
3
3
5
45
2
80
W/SS N&B, LOW ZINC STEM, L/ACC
YELLOW 423-540444
DOUBLE STRAP 13.14-14.48
MAG METER BOX CHANDLER SPEC
DOUBLE STRAP 13.14-14.48
AS OF 4-3 STOCK IN MESA
CUSTOMER TO VERIFY HYDRANT
DEPTH PRIOR TO PURCHASE
AS OF 4-3 STOCK IN PEORIA
2" SERVICE
16-18 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
38 WEEK LEAD TIME
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN PEORIA
14-16 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN PEORIA
PRIVATE SIDE TIE-IN
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN PEORIA
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
14-16 WEEK LEAD TIME
2" WATER SERVICE TIE-IN NO
METER BOX
16-18 WEEK LEAD TIME
6040
6090
6110
6130
6150
6170
6190
6210
6230
6280
6300
6320
6340
6360
6380
6440
6460
EA
EA
EA
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
FT
EA
FT
11.9200
347.2400
375.6100
495.2300
101.9200
133.1300
20.5400
32.6800
22.2600
.9600
94.7000
67.7300
38.8800
22.2600
20.5400
347.2400
20.5400
154.96
1,041.72
1,126.83
1,485.69
305.76
399.39
1,643.20
98.04
155.82
2.88
284.10
203.19
116.64
111.30
924.30
694.48
1,643.20
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
14
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
2" COPPER SWEAT 45
2" COPPER SWEAT 90
2" COPPER SWEAT CPLG
12X1-1/2 IP SDL BRZ AC/DIP
1-1/2" BALL CORP MIPXPJC NL
1-1/2 BALL ANG VLV PCJXMTR FLG
#4 CONC MB 22-3/4X33-1/2X12
#4 POLY LID W/READ HOLE F/CONC
1-1/2X20' TYPE K HARD COPPER
1-1/2" COPPER SWEAT 45
1-1/2" COPPER SWEAT 90
1-1/2" COPPER SWEAT CPLG
1-1/2" MTR GASKET DROP IN
1-1/2" BRASS MTR FLG NL
1-1/2 BRS METER BOLT & NUT SET
1 1/2" COPPER SWEAT MALE ADPT
1-1/2" COPPER SWEAT 90
1-1/2X20' TYPE K HARD COPPER
12X1-1/2 IP SDL BRZ AC/DIP
6
2
2
12
12
12
12
12
360
14
18
14
12
12
12
12
18
120
1
DOUBLE STRAP 13.14-14.48
NO LEAD
AS OF 4-3 STOCK IN MESA
MAG METER BOX CHANDLER SPEC
TUBING
AS OF 4-3 STOCK IN MESA
4-6 WEEK LEAD TIME
TUBING
14-16 WEEK LEAD TIME
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN PEORIA
1-1/2" SERVICE
16-18 WEEK LEAD TIME
38 WEEK LEAD TIME
38 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
14-16 WEEK LEAD TIME
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
PRIVATE SIDE TIE-IN
3-5 WEEK LEAD TIME
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
1-1/2" SERVICE TIE-IN EXISTING
METER
6480
6500
6520
6570
6590
6610
6630
6650
6670
6690
6710
6730
6780
6800
6820
6840
6860
6880
6940
EA
EA
EA
EA
EA
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
EA
FT
EA
32.6800
22.2600
17.7100
341.0400
227.1300
388.5400
101.9200
133.1300
11.8500
19.5700
12.7200
10.6200
.9000
72.5500
39.8900
22.9800
12.7200
11.8500
341.0400
196.08
44.52
35.42
4,092.48
2,725.56
4,662.48
1,223.04
1,597.56
4,266.00
273.98
228.96
148.68
10.80
870.60
478.68
275.76
228.96
1,422.00
341.04
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
15
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
1-1/2" BALL CORP MIPXPJC NL
1-1/2 BALL ANG VLV PCJXMTR FLG
1-1/2X20' TYPE K HARD COPPER
1-1/2" COPPER SWEAT 90
1-1/2" COPPER SWEAT 45
1-1/2" COPPER SWEAT CPLG
12X1 IP SDL BRZ AC/DIP
1" BALL CORP MIPXPJC NL
1X100' TYPE K COPPER TUBING
1X60' TYPE K COPPER TUBING
1" BALL ANG VLV PJXMSN NL
18"X25-3/4" CONCRETE MAG MB #2
#2 POLY LID W/READ HOLE F/CONC
4"X6' SCH40 PIPE PEXPE
1"X2-5/8 MTR CPLG NL
1X60' TYPE K COPPER TUBING
1" CPLG PJCXPJC E2609
1
1
60
3
1
1
5
5
100
60
5
5
5
6
5
60
5
DOUBLE STRAP 13.14-14.48
NO LEAD
TUBING
DOUBLE STRAP 13.14-14.48
MAG METER BOX CHANDLER SPEC
LOW LEAD
16-18 WEEK LEAD TIME
38 WEEK LEAD TIME
38 WEEK LEAD TIME
14-16 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
1" WATER SERVICE
14-16 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN PEORIA
48-52 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
PRIVATE SIDE TIE-IN
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN MESA
38 WEEK LEAD TIME
1" WATER SERVICE TIE-IN NO
METER BOX
6960
6980
7000
7020
7040
7060
7110
7130
7150
7170
7190
7210
7230
7250
7300
7320
7340
EA
EA
FT
EA
EA
EA
EA
EA
FT
FT
EA
EA
EA
EA
EA
FT
EA
227.1300
388.5400
11.8500
12.7200
19.5700
10.6200
302.3500
100.6500
10.3200
10.3200
186.3100
72.2700
66.8900
176.4700
22.6100
10.3200
32.2500
227.13
388.54
711.00
38.16
19.57
10.62
1,511.75
503.25
1,032.00
619.20
931.55
361.35
334.45
1,058.82
113.05
619.20
161.25
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
16
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
12X1 IP SDL BRZ AC/DIP
1" BALL CORP MIPXPJC NL
1X60' TYPE K COPPER TUBING
1" CPLG PJCXPJC E2609
1" BALL ANG VLV PJXMSN NL
2" RED PRS BFP LF009M2QT
2" COPPER SWEAT MALE ADPT
2X20' TYPE K HARD COPPER TUBE
2" COPPER SWEAT 90
2" CAST COPPER UNION
10"X24"X40" BACKFLOW CAGE BP-3
1-1/2" RED PRS BFP LF009M2QT
1-1/2" COPPER SWEAT 90
1 1/2" COPPER SWEAT MALE ADPT
1-1/2" CAST COPPER UNION
1-1/2X20' TYPE K HARD COPPER
10"X24"X40" BACKFLOW CAGE BP-3
1
1
60
1
1
1
2
20
4
1
1
3
12
6
3
60
3
DOUBLE STRAP 13.14-14.48
LOW LEAD
LEAD FREE
LIFT OFF
LEAD FREE
TUBING
LIFT OFF
14-16 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
38 WEEK LEAD TIME
AS OF 4-3 STOCK IN PEORIA
2" RP BACKFLOW ASSEMBLY
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN PEORIA
14-16 WEEK LEAD TIME
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
1-2 WEEK LEAD TIME
1-1/2" RP BACKFLOW ASSEMBLY
1-1/2" RP BACKFLOW ASSEMBLY
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
14-16 WEEK LEAD TIME
1-2 WEEK LEAD TIME
1" RP BACKFLOW ASSEMBLY
7400
7420
7440
7460
7480
7530
7550
7570
7590
7610
7630
7680
7700
7720
7740
7760
7780
EA
EA
FT
EA
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
FT
EA
302.3500
100.6500
10.3200
32.2500
186.3100
652.7300
38.8800
20.5400
22.2600
150.5800
396.6800
565.2700
12.7200
22.9800
71.8000
11.8500
396.6800
302.35
100.65
619.20
32.25
186.31
652.73
77.76
410.80
89.04
150.58
396.68
1,695.81
152.64
137.88
215.40
711.00
1,190.04
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
17
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
1" RED PRS BFP LF009M2QT
1" COPPER SWEAT 90
1" COPPER SWEAT MALE ADPT
1" COPPER SWEAT UNION
1X20' TYPE K HARD COPPER TUBE
10"X24"X22" BACKFLOW CAGE BP-1
6" RED PRS BFP W/OSY 957OSY
6" FLGXFLG DIP 6'00"
6" FLGXFLG DIP 4'00"
6" FLG 90 C110
6" MJXFLG ADPT C153
6" FLG BOLT KIT HDG A307B
6" STAR GRIP MJ REST DIP 3000
6" MJ REGULAR ACC LESS GLAND
PS-100-S ADJ PIPE SUPPORT
4" RED PRS BFP W/OSY 957OSY
4" FLGXFLG DIP 6'00"
3
12
6
3
60
3
2
4
4
8
4
20
4
4
4
1
2
LEAD FREE
LIFT OFF
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
2-3 WEEK LEAD TIME
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
FIRELINE AND FDC MODIFIED
INSTALLATION PER CANDLER
DETAIL FD103
6" RP BACKFLOW COC C-315
AS OF 4-3 IN STOCK LOCALLY
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
GUARD SHACK FOR 6" RP BACKFLOW
4" RP BACKFLOW COC C-315
AS OF 4-3 IN STOCK LOCALLY
AS OF 4-3 STOCK IN MESA
7830
7850
7870
7890
7910
7930
8020
8040
8060
8080
8100
8120
8140
8160
8180
8260
8280
EA
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
291.2100
8.3700
13.6500
34.6200
7.2700
324.5900
4,572.6400
794.1700
631.3600
202.3000
93.0800
25.4800
31.5900
23.6600
66.7400
2,484.3100
647.3500
873.63
100.44
81.90
103.86
436.20
973.77
9,145.28
3,176.68
2,525.44
1,618.40
372.32
509.60
126.36
94.64
266.96
2,484.31
1,294.70
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
18
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
LINE
4" FLGXFLG DIP 4'00"
4" FLG 90
C110
4" MJXFLG ADPT
C153
4" FLG BOLT KIT HDG A307B
4" STAR GRIP MJ REST DIP 3000
4" MJ REGULAR ACC LESS GLAND
PS-100-S ADJ PIPE SUPPORT
12X2 IP SDL BRZ AC/DIP
2" BALL CORP MIPXPJC NL
2X20' TYPE K HARD COPPER TUBE
2" COPPER SWEAT 90
2" COPPER SWEAT CPLG
2" BALL VALVE PJCXFIP P-25172N
2"X6" BRASS NIPPLE
2" BRASS STREET 90 NO LEAD
2" THD NYLON COMBO ARV D040P
2" SCH80 PVC 90 FXF
2"X CLOSE SCH80 PVC NIPPLE
2" BUG SCREEN MIPT F/ARV VALVE
#4 CONC MB 22-3/4X33-1/2X12
2
4
2
10
2
2
2
2
2
60
6
1
2
2
2
2
4
2
2
4
W/FF 1/8" MAG SBR GASKET PIZZA
BOX STYLE
DOUBLE STRAP
13.14-14.48
LOW LEAD
FOR ARV VALVE
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AIR RELEASE C-319
16-18 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
14-16 WEEK LEAD TIME
1-2 WEEK LEAD TIME
AS OF 4-3 STOCK IN PEORIA
38 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN PEORIA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
8300
8320
8340
8360
8380
8400
8420
8470
8490
8510
8530
8550
8570
8590
8610
8630
8650
8670
8690
8710
EA
EA
EA
EA
EA
EA
EA
EA
EA
FT
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
511.6800
130.7400
67.7900
17.0300
26.8600
20.7000
66.7400
347.2400
375.6100
20.5400
22.2600
17.7100
396.2700
42.8400
59.6800
468.6100
13.4800
4.2600
24.3600
101.9200
1,023.36
522.96
135.58
170.30
53.72
41.40
133.48
694.48
751.22
1,232.40
133.56
17.71
792.54
85.68
119.36
937.22
53.92
8.52
48.72
407.68
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
19
4/03/23
BIDCNEW
QUOTE DATE
QUOTE NO
PAGE
QTY
DESCRIPTION
UOM
UNIT PRICE
TOTAL PRICE
CUSTOMER NO
JOB NAME
ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES
LINE
All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date.
After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions.
#4 POLY LID W/READ HOLE F/CONC
12" HYMAX2 OS CPLG 13.15-14.41
8" HYMAX2 COUPLING 8.54-9.84
6" HYMAX2 COUPLING 6.42-7.68
12" TJ DIP PR350
8" TJ DIP PR350
6" TJ DIP PR350
2"X12" GALV NIPPLE
2" GALV CAP
2" GALV STREET 90
2" BRASS BALL VALVE NO LEAD
2
9
9
5
18
18
18
23
23
23
23
MAG METER BOX CHANDLER SPEC
W/FLIP GASKET
W/FLIP GASKET
W/FLIP GASKET
AS OF 4-3 STOCK IN MESA
ADDITIONAL MATERIAL FOR
TIE-INS TO CAP PIPE THAT WILL
BE ABANDONED LATER
AS OF 4-3 STOCK IN PEORIA
1-2 WEEK LEAD TIME
1-2 WEEK LEAD TIME
16-18 WEEK LEAD TIME
AS OF 4-3 STOCK IN MESA
AS OF 4-3 STOCK IN MESA
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
2-3 WEEK LEAD TIME
4-6 WEEK LEAD TIME
8730
8800
8820
8840
8860
8880
8900
8920
8940
8960
8980
EA
EA
EA
EA
FT
FT
FT
EA
EA
EA
EA
133.1300
787.3200
433.4100
383.8800
51.6100
33.9700
25.5800
25.3300
8.4500
22.1200
88.4700
266.26
7,085.88
3,900.69
1,919.40
928.98
611.46
460.44
582.59
194.35
508.76
2,034.81
Subtotal:
Tax:
Bid Total:
1,249,555.46
.00
1,249,555.46
221074
DOBSON RD TO CHIPPEMENTS PLACE
6322133
20
4/03/23
Ent By TC3 4/04/23 14:01:27
Job Name:
Corporate HQ: 11011 N. 23rd Ave., Phoenix, AZ 85029
Job Number:
WW2005.252
Office: 623-582-1170 | Fax: 623-582-3761
Owner:
City of Chandler
Arizona Licenses: ROC-089744, ROC-111282
Address
975 E. Armstrong Way, Building L
Date: 3/13/2023
Chandler, Arizona - 85286
Revision: 0
MAG ABC
COLD PATCH
WASHED SAND
Hot Mix
NOTES
Desert Ready Mix
21.44
$
45.45
$
P
33.00
$
Martin Marietta
28.50
$
P
148.20
$
33.00
$
Vulcan
22.20
$
148.20
$
28.85
$
83.35
$
NOTES: Used $22 dollars in the estimate to as a average cost between to the two lowest bidders.
SUPPLIER
MATERIAL AND UNIT RATES
SOLICITATION SUMMARY
AGGREGATES
B&F CONTRACTING, INC.
Chandler Boulevard and Dobson Road Sewer and Water Improvements
DESERT READY MIX
READY MIX CONCRETE SALES AND SERVICE
4011 PRESIDO STREET
MESA, AZ 85215
OFFICE: 480-428-2280 FAX: 480-985-4248
* E – Environmental | S – Saturday Fee | F – Fuel Surcharge
Begin Date:
February 22, 2023
Quote # :
18138
Expiration Date:
October 1, 2023
MAP/GRID
167-31
Item Code
Item Description
Est. Qty
Price
S500501
PHCLSM.5 (1/2 SACK SLURRY COP)
Per Yard
$115.00
SRP104
1/2 SACK MAG CLSM (SRP MIX IF NEEDED)
Per Yard
$115.00
S501001
PHCLSM1 (1 SACK SLURRY)
Per Yard
$119.00
SRP105
1 SACK MAG CLSM (SRP MIX IF NEEDED)
Per Yard
$119.00
A202001
MAG C 2000 PSI
Per Yard
$146.00
A202501
MAG B 2500 PSI
Per Yard
$150.00
A203001
MAG A 3000 PSI
Per Yard
$154.00
A204001
MAG AA 4000 PSI
Per Yard
$162.00
TC
TEMPERATURE CONTROL
Per Yard
$1.00
AG010003
MAG SPEC ABC (NON-LIME) DELIVERED
Per Ton
$18.50
AG010004
MAG SPEC ABC (LIME TREATED) DELIVERED
Per Ton
$21.50
COLD MIX
ASPHALT COLD MIX DELIVERED
600
$45.45
Additional Fees Minimum Load Fee
Customer:
B & F CONTRACTING INC
Customer Code:
BFCO001
Address:
11011 N 23RD AVE
PHOENIX, AZ 85029
Contact:
AMIT SATRE (ESTIMATOR)
Phone:
623-582-1170
Fax:
Project:
CHANDLER DOBSON SEWER IMPROVEMENTS
Job Address:
DOBSON ROAD & CHANDLER BLVD
Terms Description:
2% 10TH NET 30
Fee ID *
UOM
Price
E01
Per Yard
$3.25
FSC
Per Load
$TBD
Less than or equal to
UOM
Price
2 Yards
Load
$0.00
3.5 Yards
Load
$0.00
5.5 Yards
Load
$0.00
DESERT READY MIX
READY MIX CONCRETE SALES AND SERVICE
4011 PRESIDO STREET
MESA, AZ 85215
OFFICE: 480-428-2280 FAX: 480-985-4248
* E – Environmental | S – Saturday Fee | F – Fuel Surcharge
Quoted By:
BRUCE A. TABET
•
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges.
•
Color added at no expressed guarantee.
•
Drivers do not accept cash or make change.
•
Desert Ready Mix reserves the right to increase prices due to RAW Material cost increases
such as Cement, Fly Ash, Aggregates or unexpected Fuel increases.
•
All specialized aggregate sales are based on availability.
•
Concrete deliveries less than 6 Cubic yards and Aggregates deliveries are subject to our
minimum load charges.
•
This quote does not guarantee product or service availability
•
All Aggregates and Concrete loads have an additional fuel surcharge.
•
10.31.23 $10.00 per ton increase for Cold Mix.
•
10.31.23 $1.00 per ton increase for Non-lime ABC.
•
10.31.23 $2.00 per ton increase for Lime Treated ABC.
Account Name : B & F CONTRACTING INC
Account Number : 992678
Customer Address: 11011 N 23RD AVE, PHOENIX, AZ 85029-4828, US
Customer Contact:
Page 1 of 3
Project Name: DOBSON SEWER & WATER
IMPRVTS PROJECT
Project Address:
DOBSON RD & CHANDLER RD
CHANDLER, AZ 85224, County
Quote ID:
50140153
Quote Date:
2/23/2023
Quote Expiration:
4/30/2023
Martin Marietta is pleased to quote prices on the following products for the above listed project:
Product
Product
ID
Plant
Quantity
UM
Unit
Price
Haul
Rate
Truck
Type
Total
Price
Per Unit
SAND - CONCRETE
4528
Coolidge Aggregates
1
TN
$19.00
$14.00
(Ton)
$33.00
MAG ABC(AGGREGATE BASE COURSE)
4618
Coolidge Aggregates
1
TN
$14.50
$14.00
(Ton)
$28.50
PAYMENT TERMS NET 30 FROM DATE OF INVOICE
THE FOLLOWING PRICING IS FOR ACCEPTANCE BY THE QUOTE EXPIRATION DATE LISTED ABOVE. IF NOT ACCEPTED BY THE ABOVE
DATE, ALL PRICES STATED HEREIN ARE VALID ONLY AT THE OPTION OF MARTIN MARIETTA MATERIALS INC.
ALL SALES ARE PRESUMED TO BE TAXABLE UNLESS AND UNTIL A COMPLETE AND ACCURATE SALES TAX EXEMPTION CERTIFICATE IS
RECEIVED. QUOTED PRICES DO NOT INCLUDE SALES TAX.
Account Name : B & F CONTRACTING INC
Account Number : 992678
Customer Address: 11011 N 23RD AVE, PHOENIX, AZ 85029-4828, US
Customer Contact:
Page 2 of 3
Terms:
1. This quotation will be valid for a period of thirty (30) days unless otherwise set forth on the face hereof. In order to make it a binding agreement, the
Customer must accept all of its terms by either signing and returning a copy to Martin Marietta or by accepting products sold by Martin Marietta within that
period of time. Any quotation that does not become binding prior to the quote expiration date above will lapse.
2. If the terms of this quotation are accepted, it will constitute an agreement under which Martin Marietta will sell the products shown to the Customer, and
the Customer will purchase such products from Martin Marietta, for the prices indicated, during the time period specified at the time of sale or agreed to by
the parties in writing.
3. At the time of shipment, Martin Marietta warrants good title and conformance to the specifications set forth on the face hereof or, if no specifications are
so referenced, the customary specifications of Martin Marietta for such products from the facility of Martin Marietta indicated above. No other
specifications will apply, including, without limitation, those relating to moisture. Other than the warranties stated in the first sentence of this paragraph,
MARTIN MARIETTA HEREBY EXCLUDES ANY AND ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, WRITTEN OR ORAL, INCLUDING, BUT
NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND ALL WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE AND ALL
OTHER WARRANTIES, EXPRESS OF IMPLIED, AS TO THE PERFORMANCE OF ITS AGGREGATES, WHETHER WITH RESPECT TO ALKALI-
AGGREGATE REACTIVITY. IF PRODUCT IS UNSATISFACTORY, MARTIN MARIETTA'S LIABILITY IS LIMITED TO FURNISHING REPLACEMENT
MATERIAL. IN NO EVENT SHALL MARTIN MARIETTA BE LIABLE TO CUSTOMER FOR LOSS OF PROFITS OR REVENUE OR FOR ANY OTHER
CONSEQUENTIAL, INCIDENTAL, SPECIAL OR PUNITIVE DAMAGES.
4. All products will be delivered FOB at the particular facility of Martin Marietta indicated above or as otherwise shown. Deliveries will occur in a manner
that conforms to customary industry practice. If deliveries are to occur at a jobsite, a safe and secure delivery area must be provided by the Customer.
Deliveries made inside curb line or on the lot are at Customer's risk only, and Martin Marietta accepts no responsibility whatsoever for damage resulting
from such deliveries.
5. The Customer will be responsible for all compaction and other preparatory work required at the jobsite prior to the placement of the products shown.
Martin Marietta will not be responsible for any problems that may arise if such preparatory work is not properly performed.
6. The prices set forth above are based upon the provisions of this quotation and the customary production and delivery practices of Martin Marietta. If the
Customer hereafter requests action by Martin Marietta that is not customary, Martin Marietta will attempt to comply with the request, subject to the
following:
A. If the Customer requests additives to products which are not a part of the applicable specifications described above, they will be added by Martin
Marietta, if available, and an amount equal to the then standard price of Martin Marietta for such additives will be added to the purchase price. Customer
remains responsible for determining appropriate specifications and additives, if any, appropriate for its specific project.
B. If the Customer requests delivery FOB at the jobsite in trucks or trailers that are different from customary tractors with end or bottom dump trailers,
Martin Marietta will attempt to comply with such request and, if successful, will add the then standard prices of Martin Marietta for such trucks or trailers to
the purchase price.
C. If the Customer requests deliveries of products at night or on weekends or holidays, Martin Marietta will attempt to comply with such request, subject to
sufficient advance notice and a prior agreement with the Customer regarding additional charges for such services that will be added to the purchase price.
7. In addition, Martin Marietta may also add amounts to the purchase prices to reflect fuel surcharges that are imposed by third parties in connection with
any shipment of the products shown or any materials that are used in the production thereof, or any other recuperative charges that are then applied by
Martin Marietta to similar sales. Demurrage charges will begin after the first hour of waiting at the jobsite and will be $50 per hour per truck, charged in no
less than 30 minute increments.
8. Shipments are subject to prior credit approval. If credit is approved, all payments must be made in accordance with the then applicable credit policies of
Martin Marietta, and if not so made, the agreement that is contemplated herein may be terminated by Martin Marietta immediately. Terms of payment are
net 30 days following date of invoice, and payment is not dependent on receipt of payment by Customer from Owner or others. If not paid when due,
Customer agrees to pay interest charges at the rate of 1.5% per month or the maximum lawful rate, whichever is lower, and Martin Marietta's reasonable
costs of collection, including reasonable attorney's fees.
9. All deliveries of products are subject to delays that may be experienced by Martin Marietta in connection with adverse weather conditions, labor
disputes, strikes, sabotage, war, governmental action, mechanical failures, inventory shortages, rail or truck transportation, and other similar events.
Under such circumstances, Martin Marietta shall have the additional time needed to complete the order and/or the right to allocate the available supply in
any manner it selects.
10. The Customer will be responsible for any taxes owed as a result of the sale of products hereunder unless the Customer provides Martin Marietta with
a valid tax exemption certificate or other documentation properly indicating that such taxes should not be collected.
11. Martin Marietta shall not be deemed to have waived any right, power, privilege or remedy unless such waiver is expressly in writing and duly executed.
No partial exercise, failure to exercise, delay in exercising or course of dealing with respect to any right, power, privilege or remedy shall operate as a
waiver thereof by Martin Marietta or of any other right, power, privilege or remedy.
12. These terms shall control the sale and purchase of the products shown and shall be a part of the Customer's purchase agreement and may not be
modified or altered in any way unless expressly approved in writing by a duly authorized representative of Martin Marietta. Any acceptance by the
Customer that changes the terms hereof will not be effective. Martin Marietta is not bound by any Prime Contract between Owner and Customer which
Seller has not signed.
13. The laws of the state of North Carolina shall govern the validity, interpretation, construction and effect of these terms and conditions and any Order,
Account Name : B & F CONTRACTING INC
Account Number : 992678
Customer Address: 11011 N 23RD AVE, PHOENIX, AZ 85029-4828, US
Customer Contact:
Page 3 of 3
without regard to principles of conflict or choice of law.
Terms & Conditions
BY SIGNING BELOW OR ACCEPTING PRODUCTS SOLD BY MARTIN MARIETTA, THE CUSTOMER AGREES TO BE BOUND BY THE
TERMS AND CONDITIONS FOLLOWING THIS SIGNATURE LINE:
Signature
Print Name
Date
Should you have any questions concerning this quote, please contact
DONALD REA at Donald.Rea@martinmarietta.com
Attn:
Acct#:
AMIT SATRE
11011 N 23RD AVE
B & F GENERAL CONTRACTING
PHOENIX, AZ 85029
CHANDLER, AZ 85224
Quote Name:
Quote #:
Quotation
DOBSON ROAD & CHANDLER BLVD INTERSE
558491
N DOBSON RD & W CHANDLER BLVD / CHAN
AZ051096
213518
Quote Created:
Date:
Quote Expiration:
Price Expiration:
Effective From:
Monday, February 27, 2023
Sales Rep :
PHOENIX, AZ 85034
Phone:
Fax :
Email:
Special Instructions:
Monday, February 27, 2023
Monday, February 27, 2023
Sunday, March 26, 2023
Saturday, September 30, 2023
Kristin Gigis
2526 E University Drive
(480) 208-1056
gigisk@vmcmail.com
All daily orders under 100 tons of asphalt are subject to Gomez Pricing plus the haul.
This quote is limited to acceptance within 30 days from the date of this quotation, after which time the quotation is subject to review and revision.
Material quoted based on no specs reviewed. If any changes or different materials are required, the material is subject to price adjustment.
PLANT PREMIUMS
Prices quoted are for delivery during regular business hours - Monday thru Friday, 6 AM to 5 PM. Plant Premium for Monday - Friday night
production (per 8-hour shifts) will be charged $2,000.00 per shift. Plant Premium for Saturday production (per 8-hour shifts) will be charged
$1,000.00 per shift. Plant Premium for Sunday production (per 8-hour shifts) will be charged $2,000.00 per shift. Any overtime will be charged at
$350.00 per hour.
TRUCKING ADDITIONAL FEES
Trucking is based on availability. The delivered price is based on 23.50 tons (full load); a short load fee will apply if under 23.50 tons. Truck
stand-by will be charged on-site after the first 20 minutes at the rate of $100 per hour or $1.67 per minute. All night work will be subject to an
8-hour minimum hourly haul charge and subject to additional charges pending the hauler charging an additional 8 hrs due to days worth of work
that is lost. Any cancellation of night work needs to be done 24 hours ahead of schedule. All weekend work will be subject to a 4-hour minimum
hourly haul charge. Vulcan materials will not be held responsible for schedule impacts due to trucking shortages.
Vulcan’s obligation to supply asphalt to Customers pursuant to this quote is subject to availability of liquid asphalt. If liquid asphalt is not available
to Vulcan in sufficient quantities due to shortages, allocations, or other factors beyond Vulcan’s control, Vulcan shall have no obligation to supply
asphalt to Customer pursuant to this quote. In the event of a conflict between the terms of this quote and the terms of any purchase order or any
other agreement between Vulcan and Customer, the terms of this quote shall control.
Product Name
Product #
Qty
U/M
Delivered
Plant
FOB
Plant
Haul
Rate
Tons
852
$13.00
$22.20
9.20
LITCHFIELD RESALE
MAG SPEC ABC P105
1627P105
STD FRT RATE
Truck Type
Product Name
Product #
Qty
U/M
SAND & GRAVEL
Delivered
Plant
FOB
Plant
Haul
Rate
Tons
852
$16.50
$30.30
13.80
WEST BROADWAY SAND & GRAVEL
MAG SPEC ABC
16272
STD FRT RATE
Truck Type
Tons
1
$19.00
$28.85
9.85
VAL VISTA SAND & GRAVEL
WASHED CONCRETE SAND
31822
STD FRT RATE
Truck Type
Product Name
Product #
Qty
U/M
ASPHALT
Delivered
Plant
FOB
Plant
Haul
Rate
Tons
30
$135.00
$148.20
13.20
GOMEZ HMA
3/8 COLD
456800
STD FRT RATE
Truck Type
Page 1 of 3
Other Charges
Environmental Fee -Agg & Asphalt at $4.00 / Load
FUEL SURCHARGE HAUL ONLY at 10.00% / Percent of Amount
Prices quoted above do not include any state or local sales and use tax, if any applies for this project.
Prices quoted are for shipments during normal daytime working hours unless other shipping hours are mutually agreed
upon in writing by both parties.
This quote is limited to acceptance within 30 days from the date of this quotation after which time quotation is subject to
review/revision. Please contact Sales prior to placing the order.
Accepted by:
Sales Representative:
Date:
Date:
We appreciate the opportunity to provide you this quote and trust that Vulcan will have the pleasure of serving your needs for this and future
projects.
Prices are FOB your jobsite as stated above. Terms are Net 15 prox. Please note standard terms and conditions apply. (Subject
to credit approval)
Page 2 of 3
GENERAL TERMS AND CONDITIONS
PRICES AND TERMS
Prices are based on the terms and conditions set forth on page 1 of this Quotation, of which these General Terms and Conditions form a part, the terms and conditions stated in Customer’s
Application for Business Credit, and, if applicable, any terms and conditions relating to the delivery or shipment of materials by truck, barge, vessel, rail or other means which are provided
by Vulcan to Customer in addition to this Quotation (each, a “Vulcan Sales Document”, and collectively, the “Vulcan Sales Documents”). Prices are available only to the customer
specifically named therein, and are only for the quantities mentioned in such Quotation or Sales Order plus or minus 10% of such quantities. A charge of 1.5% per month, (18% annum), will
accrue on a daily basis from the date of invoice and will continue to accrue on a daily basis on any unpaid balance, both before and after judgment, until the date the balance is paid in full, or
at the maximum amount permitted by law in which the sale occurred, whichever is less. However, the assessment of a finance charge on invoices paid in full by the payment due date
will be waived. Quotation is offered for furnishing the total aggregate requirements for the project only. Customer’s contract with Vulcan regarding the sale by Vulcan to Customer of the
materials listed in this Quotation is subject to the terms and conditions set forth in the Vulcan Sales Documents. Prices reflect Customer 's acceptance of materials at the quoted plant based
upon gradation analysis performed and reported by Vulcan's certified plant quality control personnel. Any penalties that result from in place sampling shall be the full responsibility of
Customer.
THE TERMS AND CONDITIONS OF THE VULCAN SALES DOCUMENTS GOVERN THE RIGHTS AND OBLIGATIONS OF THE PARTIES
If Customer has issued a purchase order for the materials quoted by Vulcan in this Quotation, this Quotation is not an acceptance of said purchase order, or any of its terms or conditions ,
which are hereby rejected. Any sale by Vulcan to Customer of the materials listed in this Quotation shall be subject to the terms and conditions set forth in the Vulcan Sales Documents, and
Customer’s receipt or acceptance of said materials shall constitute acceptance of the offer that this Quotation constitutes. Any terms or conditions of a subsequent purchase order issued by
Customer that are inconsistent with the terms and conditions of the Vulcan Sales Documents shall be null and void .
SHIPMENT AND DELIVERY
Unless a "delivered" price is quoted by Vulcan in the Vulcan Sales Documents, all prices are F.O.B. point of shipment from the locations designated. All taxes applicable to the sale or
delivery of materials that are not paid directly by Customer will be added to the sales price, invoiced to and paid by Customer, unless Customer provides Vulcan with satisfactory evidence of
exemption from same. Shipment will be in accordance with Customer’s reasonable instructions or, if none, then by whatever means Vulcan shall deem practicable. The quantities of material
delivered to Customer shall be conclusively presumed to be the quantities shown on the tickets produced from a certified weigh scale at Vulcan’s quarry or sales yard .
CREDIT AND DEFAULT
Vulcan shall have no obligation to ship or deliver except upon its determination prior to each shipment or delivery that Customer is worthy of the credit to be extended and is not in default
upon any obligation to Vulcan. Upon default, Customer agrees to pay all of Vulcan’s collection expenses, including attorneys’ fees.
INSURANCE
A Memorandum of Insurance containing current information regarding Vulcan’s insurance program is available at
<https://marshdigital.marsh.com/marshconnect/viewMOI.action?clientId=632529479>.
EXCULPATORY PROVISIONS
Vulcan shall have no liability for delay or failure to make shipments, or delivery, as a result of strikes, labor problems, severe weather conditions, casualty, mechanical breakdown or other
conditions beyond Vulcan’s reasonable control. In no event shall Vulcan be liable for any incidental or consequential damages. Vulcan’s liability and Customer’s exclusive remedy for any
cause of action arising out of the provision of material quoted herein shall be the replacement of, or payment of the purchase price for, the materials which are the subject of this Quotation.
CHANGE OF TERMS
Vulcan may change the price and/or quantity upon 30 days’ notice to Customer. Vulcan shall also have right to change, modify or amend any other terms and conditions upon written notice
of such change to customer. The effect of the change shall be as stated in the written notice and accepted by Customer upon placing of orders with seller following receipt of such notice . .
APPLICABLE LAW
All orders are subject to acceptance by Vulcan at the headquarters of its Mountain West Division in Phoenix, Arizona, and the laws of the state in which the materials was shipped from shall
apply to the sale of all materials subject hereto. In the event material is imported into the U .S., the law in the state in which the material was sold to the customer will prevail. All disputes
regarding finance charges shall be governed by Alabama law.
LIMITED WARRANTY AND WARRANTY DISCLAIMER
Vulcan warrants for a period of one (1) year from date of delivery only that the material sold hereunder substantially complies with Vulcan’s specifications for said material or the
specifications set forth in Vulcan’s quotation. VULCAN HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE, AND
ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE. In
addition, except to the extent otherwise set forth in the specifications described above, Vulcan makes no warranty whatsoever with respect to specific gravity,
absorption, whether the
material is innocuous, non-deleterious, or non-reactive, or whether the material is in conformance with any plans, other specifications, regulations, ordinances, statutes, or other standards
applicable to Customer’s job or to said material as used by Customer. VULCAN SHALL IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL
DAMAGE CAUSED BY NON-COMPLIANCE OF THE MATERIAL WITH SPECIFICATIONS, OR FOR ANY DEFECTS IN THE MATERIAL SOLD HEREUNDER.
Page 3 of 3
Job Name:
HQ: 11011 N. 23rd Ave., Phoenix, AZ 85029
Job Number:
WW2005.252
Office: 623-582-1170 | Fax: 623-582-3761
Owner:
City of Chandler
Arizona Licenses: ROC-089744, ROC-111282
Address
975 E. Armstrong Way, Building L
Date: 3/13/2023
Chandler, Arizona - 85286
Revision: 0
Permaseal
InsertAValve
NOTES
Tap Masters
29,016.19
$
1.00
$
1.62
$
-
$
Pipeline Services
P
94.50
$
-
$
1.63
$
$
NOTES:
SUPPLIER
MATERIAL AND UNIT RATES
SOLICITATION SUMMARY
Insertion Valvess
B&F CONTRACTING, INC.
Chandler Boulevard and Dobson Road Sewer and Water Improvements
Date 4/4/2023
Quotation #
Customer ID
Quotation valid until: 5/4/2023
Prepared by: Don Hardin
Comments or Special Instructions:
SALESPERSON
P.O. NUMBER
SHIP DATE
SHIP VIA
F.O.B. POINT
TERMS
Don Hardin
REQUIRED
NET 30
QUANTITY
UNIT PRICE
AMOUNT
6
29016.19
174,097.14
SUBTOTAL
174,097.14
$
0.0000%
-
$
TOTAL
174,097.14
$
Email: corina.nimmo@bfcontracting.com
CONTACT NAME AND NUMBER TBD
Glendale, AZ 85302
Phone (623) 776-3132 Fax (623) 776-3083
ROC 257708
12'' Mueller PermaSeal Insertion Valves on ACP,
Lead time up to 2-3 months unless in stock at time of purchase
DESCRIPTION
Quotation For:
Corina Nimmo
B&F Contracting, Inc
11011 N. 23rd Ave.
Phoenix, AZ 85029
Office: 623.582.1170
Cell: 623.692-3210
Quotation
ARIZONA TAP MASTER
5156 W. Olive Ave., #273
PVC, or DIP.
TMI to supply: 6 each 12" Mueller Perms Seal
insertion valves, plus installation
Customer to supply: see below.
Address: TBD
If you have any questions concerning this quotation, contact Don Hardin
Phone: (623) 776-3132 - E-mail: azhottaps@gmail.com
THANK YOU FOR YOUR BUSINESS!
There is no guarantee the concrete lining will be fully recovered. Tap Master accepts no responsibility of the recovery or
repair of the pipe lining. Should part of the concrete lining be lost during the hot tap, all cost associated with retrieving the
lining will be the responsibility of the customer. Tap Master will not be responsible for any pipe failure.
CUSTOMER TO SUPPLY
All Excavation, shoring (if required), ladders, scaffolding, man lifts, lifting devices and rigging for all equipment and
materials, clear access to pipe, schedule all inspections, permits and taxes required. All Material for pipe modifications,
pipe modifications, design, detail & installations of thrust blocks. Crane, forklift, Backhoe, trackhoe, to lift all equipment
on / off truck, into work area and set into place for all Hot Tap and line Stop equipment 16" or larger and / or if TMI
cannot get service truck within 10' of excavation, for 6" through 12" Line Stops. Maintain a dry and workable environment
within the excavation when possible. Chlorination of hot tap / line stop fitting's and piping of new and or existing.
Containment and disposal for all spills, disposal of all asbestos pipe ( including all cut outs, coupons from all hot taps),
and any hazardous and or non hazardous materials, and or liquids. Repair of any mortar lining/coating that may be
damaged due to the hot tap or line stop insertion process for all CCP pipe. Supply all lighting if work is to be completed
after hours after sundown. Any and all expedited freight cost for equipment and/or materials requested by the customer.
Coordinate with the City to isolate and stop flow temporarily for all line stops 16" or larger during the insertion of the line
stop('s) to insure that the line stop equipment is not damaged during this process. Customer to verify all pipe OD's and
submit a list prior to ordering any and all line stop fittings.
SPECIAL CONDITIONS
Any materials ordered and returned will be subject to a 30% restocking fee. All special-order materials may not be
returned. PO is required prior to ordering any and all materials.
This quote is based on normal business hours (unless otherwise noted).Any delays caused on jobsite that are
of no fault to Tap Master, will be billed standby time at $125.00 hr. for standard rate and $165.00 /hr. for overtime
rate per hour per man and $195.00 /hr. for Premium time per hour per man.
HOT TAPS
Tap master does not guarantee the retrieval of the coupon. Mechanical failure could cause the coupon to enter the
piping system. Hot tapping generates cutting chips. These chips may also enter the piping system. Both chips and
coupons can be carried substantial distances by the flow. Tap Master is not responsible for retrieving the coupon or
chips that may have entered the piping system and the customer agrees to hold Tap Master Inc. harmless from any
damages or losses, direct or incidental, which might be caused by these materials. All cost associated with retrieving
these materials will be the responsibility of the customer.
HOT TAPS / LINE STOPS ON CONCRETE LINED AND MORTAR COATED STEEL CYLINDER PIPE:
MECHANICAL BOLT ON TAPPING SLEEVES
All mechanical bolt on hot tap/line stop sleeves are provided with a SBR or Buna gasket material that can expand and
contract with temperature fluctuation causing the fitting to leak and should not be installed on pipe temperatures
exceeding 180 degrees. Tap Master cannot be responsible for any leaking sleeves due to temperature fluctuation of
piping system. If fluctuation is present on piping system please notify Tap Master to seek other alternatives.
PIPE FREEZE ISOLATION
In order to complete a pipe freeze, there must be NO FLOW in the line. If system cannot be isolated to STOP FLOW,
then a conventional line stop would be recommended. Tap Master will not be responsible for any pipe or pipe failure that
may crack or split due to defective pipe during the pipe freezing process.
AZ TMI makes no guarantee that the placement of the line stop head (s) into the pipe the first time will provide a
workable stop. It may be necessary to remove the line stop(s) & replace the sealing element. This is not
considered delay of work at the jobsite.
LINE STOPS
Tap Master does not guarantee a 100% stop due to unknown and/or unforeseen internal pipe conditions, but will give a
workable condition downstream of the line stop.
Additional Per diem Cost: $50.00 per day / per man for additional days past the (1) days included in price.
All hot tap and line stop fittings are rated to 150PSI (Customer to verify pipe pressure does not exceed 150PSI)
Price is based on information provided by the customer. TMI to be notified by the customer of any changes in the scope
of work within a reasonable time and/or as soon as they are aware of these changes. Price includes, Line Stop fittings,
equipment and labor to complete (MISC.) Line Stop's (? PSI) and Line Stop Equipment to be onsite for up to (_) days,
(_) technicians onsite for (?) consecutive business days at (8) hours per day / per man Monday Through Friday. No
Weekend / Holiday's and or premium time included in cost.
Extra Days for Equipment: Each additional day equipment to be onsite will be charged and billed at ($) per day per /
line stop unit. Plus all Man Hours per day /per man at hourly rate.
Extra hours for technicians: will be charged at the rate of $125.00 per hour / per man for straight time, $165.00 per hour /per man
for OT, and $195.00 per hour /per man on Premium time. Straight Time defined as 7am - 3:30pm, Monday through Friday. Over
Time defined as 3:30pm - 6:30pm, Monday through Friday and any weekend hours worked. Premium Time defined as any time after
12 hours work in a day and any time after 8 hours worked on weekends and any hours worked on a holiday.
Additional Hotel Cost: $200.00 per night / per man for additional days past the (1) days included in price.
Mobilization: (_) one mobilization to jobsite included in price. Additional charges will apply for extra days onsite and or
extra mobilizations to jobsite. Should work be cancelled or rescheduled, Customer to pay all cost and expenses incurred
by AZ TMI.
HYDRA STOP VALVE INSERTIONS
Hydra Stop Insta Valve Plus Valve’s are special order and are NON RETURNABLE
Even though Tap Master uses the latest technology, Valve Insertions cannot always guarantee 100% bubble tight seal. The
Valve Insertion utilizes the pipe I.D. for the seal. Pipe I.D.’s can vary based on pipe size and type of pipe. The Valve
Manufacturer says that the Insertion Valve seal will give the customer a workable condition downstream but will be based
on the pipe condition inside. (The Manufacturer does not guarantee a 100% seal) Insertion Valves have a low end and a top
end sealing range based on the pipe I.D. It is recommended that if the customer does not know the pipe I.D. based on the
type and class of the pipe per the manufacturer that it is best to complete a test tap prior to ordering the Insertion Valve in
order to determine the pipe I.D. If Tap Master is unable to complete a test tap prior to ordering the Insertion Valve fitting,
then it will be the customers responsibility to provide Tap Master with all the correct information to ensure that the correct
Insertion Valve is ordered for the pipe it will be installed on. If completing a pressure test against the Insertion Valve, you
may only test up to the actual line pressure at its current pressure at that time. Tap Master will not be responsible for
defective pipe or pipe failure should it break or crack during the installation of the Insert Valve.
Signature:
Name:
Title:
Company:
Date:
Pipe O.D
Wall Thickness /
Pipe ID
Type of Pipe
Class of Pipe
Line Pressure
PUBLIC WORKS OR PREVAILING WAGE CERTIFIED PAYROLL:
If this is a public works, prevailing wage or PLA agreement project requiring certified payroll please contact our office for a
revised quote to include the additional labor costs if not noted on the quote.
/
Tap Master supplies most standard insurance certificates. If this project is OCIP/CCIP insurance job, please contact Tap
Master for a revised quote. All modified or special insurance requests are priced on request.
Payment Terms: NET 30
I have read the attached quote, terms and conditions and any special requirements necessary to complete the work. I
agree that the technical data is correct and that I understand "Customer to Supply" requirements. Should I have any
questions or need to make any changes to this quotation. I will have contacted Tap Master, Inc. and requested a revised
quotation prior to signing and returning back this acceptance.
INSURANCE:
Pipeline
Services,
Inc.
Fax (480 ) 675-9072
Cell
PHONE:
DATE:
LOCATION:
ATTN:
AMOUNT
Ea
$13,950
$13,950
By
Above pricing does not include any, excavation, permits and shoring if
TOTAL
1
B&F Contracting Inc.
NOTES:
UNIT
Wet Taps · Installations · Backflow Preventer Testing Linestops
City of Chandler Project
QTY
ITEM
11/1/2022
12" Hydra Stop Insta Valve IV-250 Complete.
For AC-DI or PVC.
required. Slurry or Concrete is needed under the valve.
Bruce Martell
Respectively submitted,
Pipeline Services, Inc.
Above Pricing Includes All Labor & Material.
480-459-7099
Chandler Blvd & Dobson Rd
Chandler Az.
Jerry Hine
PROPOSAL
623-582-1170
JOB NAME:
TO:
3825 South 27th Street
Phoenix Az 85040
Bus (480) 675-8767
1
Job Name:
Corporate HQ: 11011 N. 23rd Ave., Phoenix, AZ 85029
Job Number:
WW2005.403
Office: 623-582-1170 | Fax: 623-582-3761
Owner:
City of Chandler
Arizona Licenses: ROC-089744, ROC-111282
Address
975 E. Armstrong Way, Building L
Date: 3/13/2023
Chandler, Arizona - 85286
Revision:
Bus Bay
Curb & Gutter
Sidewalk
Median
Valley Gutter
Mobe
NOTES
DBA
43.30
$
81.40
$
28.00
$
60.00
$
43.00
$
4,600.00
$
B&F
37.87
$
33.91
$
20.71
$
67.00
$
30.00
$
-
$
Hever Bueno
Non Responsive at bid time
NOTES: B&F is current in as self perform provides better flexibility to complete the work and avoid additional mobes and price is more competative.
SUPPLIER
MATERIAL AND UNIT RATES
SOLICITATION SUMMARY
Concrete Replacement
B&F CONTRACTING, INC.
Chandler Boulevard and Dobson Road Sewer and Water Improvements
04/07/23
B&F23001
To:
NO.
QTY
UNIT
EXTENSION
1.
1
EA
4,600.00
$
2.
3,579
LF
291,330.60
$
3.
4,225
SF
88,725.00
$
4.
358
SF
10,024.00
$
5.
60
LF
5,100.00
$
6.
1,472
SF
63,296.00
$
7.
464
SF
20,091.20
$
483,166.80
$
1.
1.
2.
3.
1.
2.
3.
4.
Curb& Gutter MAG 220 Type A
81.40
$
Sidewalk MAG 230
21.00
$
Median COC 225-1
85.00
$
Estimator
Survey, Materials Testing, SWPPP, Traffic Control, Demolition
Permits, Fees, Taxes, Bonds, Sanitary Facilities, Street Sweeping
Excavation, Backfill, Fine Grade
Regards,
Special finishes, colored concrete
Exclusions
Our proposal excludes the following items and were not considered during the preparation to this estimate:
Clarifications
Our proposal requires further clarification on these points in order to be considered:
Median item is for the vertical curb and gutter. Interlocking pavers by others
Ready Mix Price is good through the end of this year.
Mobilization is priced as each
4,600.00
$
Mobilization
Access to site to be provided for crews and equipment.
PROPOSAL TOTAL:
Our proposal is based on the assumption that the following conditions exist on the project site:
Assumptions
Sidewalk Ramp MAG 236-5
28.00
$
Valley Gutter MAG 240
43.00
$
Bus Bay COC C 230
43.30
$
11011 N 23rd Ave
Phoenix, AZ
ATTN: Amit Satre
Proposal No.
Date:
B&F Contracting
DESCRIPTION
WORK ITEMS
Chandler Blvd Waterline Improvements
DBA Construction proposes (unless otherwise noted) to furnish all labor, equipment, material and incidentals necessary to
successfully complete the items listed below. We thank you for the opportunity to provide you with a comprehensive proposal
for the above referenced project.
UNIT PRICE
P.O. Box 63035 Phoenix, AZ 85082-3035 | 602.442.6767 ph | 602.442.0408 fx | dbaconstruction.net | pg. 1
Job Name:
Corporate HQ:
11011 N. 23rd Ave., Phoenix, AZ 85029
Job Number:
WW2005.252
Office: 623-582-1170 | Fax: 623-582-3761
Owner:
City of Chandler
Arizona Licenses:
ROC-089744, ROC-111282
Address
975 E. Armstrong Way, Building L
Date:
3/13/2023
Chandler, Arizona - 85286
Revision:
0
1/2 SACK SLURRY
MAG C CONCRETE
MAG-B CONCRETE
MAG-A CONCRETE
MAG-AA CONCRETE
CHILLED WATER
SHORTLOAD
AZ MATERIAL
118.50
$
176.00
$
P
178.00
$
182.00
$
186.00
$
1.00
$
Martin Marietta
133.00
$
P
151.50
$
167.00
$
169.00
$
174.50
$
P
1.00
$
P
P
Average Price
125.75
$
163.75
$
172.50
$
175.50
$
180.25
$
NOTES: Due to concrete scheduling we are using a blended price for the GMP to keep options open to avoid delay in concrete deliveries
SUPPLIER
MATERIAL AND UNIT RATES
SOLICITATION SUMMARY
SLURRY/CONCRETE
B&F CONTRACTING, INC.
Chandler Boulevard and Dobson Road Sewer and Water Improvements
CONCRETE
Est Quantity 1,989.00 CYDS
Qty
Description
Mix ID
Price
950
1/2 Sack ABC Lean Slurry Mix (CLSM)
12011
$115.00/CYD
950
1 Sack ABC Slurry, CLSM
12012
$118.00/CYD
8
2000 PSI MAG C
12004
$155.00/CYD
8
MAG-B 2500 PSI 1" Rock
12504
$157.00/CYD
50
MAG-A 3000 PSI
13004
$162.00/CYD
23
MAG-AA 4000 PSI, 1" Rock
14004
$166.00/CYD
Chilled Water
$1.00/Per Yard
Environmental
$25.00/Each
Fuel Surcharges
$35.00/Each
Hot Water
$1.00/Per Yard
Nitro
$9.50/Per Yard
SHORTLOAD CHARGES
$200.00/Each
PRICE INCRESE SEPTEMBER 1ST & MARCH 1ST
+$15 PCY FOR CONCRETE
+$8 PCY FOR SLURRY
Concrete Terms & Conditions
Arizona Materials accepts no responsibility for any damage to curb and beyond curb line. It will be Buyers responsibility to contact Arizona Materials Quality
Control Department with any concrete issue/concerns within 48 hours after placement. Buyer is responsible to provide safe access to point of delivery. All
materials are produced in conformance with ACI / ASTM standards. Mixes quoted below, unless otherwise stated, conform to no specific water cement ratio,
minimum sack content, shrinkage, temperature requirement, or the plans and specifications of this project.
All colored concrete loads have a 3 yard minimum.
Arizona Materials cannot guarantee compressive strengths of 5000 PSI or below for loads less than 3 yards.
5000 PSI or above must be 5 yards or more to guarantee compressive strength.
Payment is due and payable on or before the 15th day of the month following to receive 2% discount. Account must be current in full to be eligible to apply
discount. A service charge not to exceed the maximum allowed by law applies on unpaid invoice amounts beginning the 1st day of the month following due
date and daily thereafter until paid in full. Should litigation be commenced to enforce payment, the prevailing party is entitled to reimbursement of reasonable
attorney fees and court costs.
Buyer has 30 days to validate quote with P.O. , signing issued quote, or written verification.
Price quoted are applicable pending availability of materials and are subject to change prior to commitment.
Price Increases as follow:
Price Increase #1: Add $15.00/CYD on 09/01/2023
Price Increase #2: Add $15.00/CYD on 03/01/2024
Price Increase #3: Add $15.00/CYD on 09/01/2024
Prepared & Submitted By:
ACCEPTANCE (void if not accepted before 03/24/2023)
Chris Nau
6023169931
cnau@azmatl.com
Prepared On 02/22/2023
All prices expire on quoted expiration date: 09/30/2024
Signature: __________________________________ Date: ______________________________
Print Name/ Title: ________________________________________________________________
Page 1 of 1
Customer Service : 602-278-7777
Fax : 602-278-3077
3636 S 43rd Ave
Phoenix, AZ 85009
PROJECT QUOTATION
Customer: B & F Contracting, Inc
Amit Satre -
amit.satre@bfcontracting.com
Project Dobson Rd & Chandler Blvd Intersection Sewer & Water Improvements
Location Dobson Rd & Chandler Blvd, Chandler, Arizona
Quote # 4973 (26)
Quote Date 02/22/2023
Corporate Offices:
3636 S. 43rd Avenue
Phoenix, AZ 85009
Phone: 602-278-7777
Fax: 602-442-6905
Terms and Conditions of Sale
Additives
*Hot / Chilled Water - $1.00 per cubic yard
*$2.50 as of 3/1/23
Nitrogen Cooling - $9.50 per cubic yard
Non-Chloride Accelerator - $2.00 per unit
Recover - $2.50 per 1/2 Hour
Fiber
Micro Fiber - $7.50 per pound
Macro Fiber (Structural) - Priced as Quoted
Color
Standard Liquid Color - See mix detail for per yard pricing
Color Washout - $25.00 per load
Delivery
Fuel Surcharge - $35.00 per load
Wash Out System Buckets - $25.00 per load (requested at time of order)
Standby Charges - $1.50 per minute beyond 6 minutes per cubic yard
Short Load Charges - 6 yards or less $200.00 per load
Environmental Fee - $25.00 per load
Weekend Delivery - $50.00 per load
Plant Opening Charge - $500.00/hr, 4 hour minimum
Sunday / Holiday Opening - $750.00/hr, 4 hour minimum
All order backs/split loads under 11 yds on one order are subject to Short Load Charges.
Concrete Pricing subject to change based on market conditions
All materials are produced in conformance with ACI / ASTM Standards.
Contractor is responsible to provide safe access to the point of delivery.
Arizona Materials accepts no responsibility for damages to any curb and beyond the curb line.
concrete issues/concerns no later than 48 Hours after placement.
www.arizonamaterials.net
It is Contractors responsibility to contact Arizona Materials Quality Control Department with any
Page 1 of 1
To:
B & F CONTRACTING INC
Date:
Attention:
Amit Satre
Project:
Customer #:
992678
Address:
Phone:
602.402.5410
E-Mail:
Amit.Satre@BFContracting.com
Mix #
Mix Use & Type
Strength @
28 Days
Slump
Air
Aggregate
Size
Estimated
Volume
2403141
Encasement Cover
4000
3-5
1 - 4%
1"
23
2303141
Encasement Cover
3000
3-5
1 - 4%
1"
50
2253141
Encasement Cover
2500
3-5
1 - 4%
1"
1
2203141
Encasement Cover
2000
3-5
1 - 4%
1"
1
PHCLSM
Backfill Material
50
7-11
1 - 4%
1"
1,900
PHCLSM1
Backfill Material
50
7-11
1 - 4%
1"
1,900
Included
$10.00
$25.00
$2.00
$1.50
$2.00
*
$8.00 Per Cubic Yard Cancellation Fee within 24 Hours of Scheduled Start Time ($200 minimum fee)
$5.00 Per Gallon Nitro (3 gallons is equivalent to 20 LBs. of ice) Call for Availability
$0.75 Per Pound Ice
$8.00 Per Cubic Yard per each 1% Non Chloride Accelerator (available in 0.25% increments)
$3.00 Per Cubic Yard per Each 30 Minute Increment of Hydration Stabilizer (Retarder)
$7.00 Per Cubic Yard Mono/Micro Fiber (1LB per Cubic Yard)
$10.50 Per Cubic Yard Fibrillated Fiber (1.5LBs per Cubic Yard)
Call Per Cubic Yard Macro Fiber (contact your sales rep)
$2.00 Per Minute of Wait Time per Load After 45 Minutes (on job standby)
$100.00 Per Load Multi-Stop Delivery Fee (per stop)
Per Cubic Yard Saturday Premium Charge
By:
Title:
Mobile:
$97.50
Chandler, AZ
CONCRETE MATERIAL PRICE QUOTE
2023 Price
per CY
$135.50
4025 S McClintock Dr Suite 202, Tempe, AZ 85282 Office: 602.685.3450
Per Load Transportation Surcharge - Add to Above Pricing
Per Cubic Yard Price Increase 09/01/23 and TBD Per Cubic Yard Price Increase 04/01/24
Per Cubic Yard Price Increase 04/01/23
Price Escalators:
All concrete as bid is per 90 minute max delivery and 95 degree max concrete temperature. All Concrete as Bid contains Type F Ash and normal weight
aggregate unless specifically noted. All concrete pricing above is valid from Monday thru Friday during normal business hours. Aggregates are a naturally
occurring material which can contain particles that degrade or stain concrete. It is not possible to completely remove all such particles; however, the
occurrence is infrequent, and the bulk aggregate meets the Limits for Deleterious Substances and Physical Property Requirements of Coarse Aggregate for
Concrete as outlined in ASTM C 33. Martin Marietta does not warranty against these infrequent occurrences.
Minimum amount of standard concrete for deliveries is 2 cubic yards, specialty concrete is 4 cubic yards. Buyer is responsible for safe access to work area,
wash out containment area for all deliveries. Sales Tax owed unless exempt documentation is received before the first pour. Please see page 2, item 7 for
important tax information.
Please Note
Proud to be American Owned and Operated
February 23, 2023
Chandler Dobson Sewer & Water Improvement Project
Dobson Rd & Chandler Blvd
Add:
$130.00
$128.00
$122.50
$94.00
602.690.7317
Quotation expires 30 days from above date
Per Cubic Yard Winter Service Fee (Nov 1 through Feb 28) - Add to Above Pricing
Add Miscellaneous Extra Charges:
Prices are F.O.B. job site and do not include taxes.
TERMS: NET 30 DAYS, 18% APR Interest will be added to all past due accounts.
Kyle Hall
Sales Representative
Per Cubic Yard Environmental Fee - Add to Above Pricing
Per Cubic Yard Summer Service Fee (Jun 1 through Sep 30) - Add to Above Pricing
E-mail:
Kyle.Hall@martinmarietta.com
Martin Marietta
Date:
Title:
By:
Terms and Conditions
1. Seller's quotation and offer contained herein shall be deemed withdrawn and of no further effect unless accepted by Purchaser by signing and returning a copy hereof to Seller within thirty (30) days
after the date hereof. Acceptance of any order from Purchaser (“Order”) is expressly made conditional on assent to these Terms and Conditions, either by written acknowledgment or by Purchaser’s
acceptance of the products sold hereunder. These Terms and Conditions also serve as Seller’s objection to and rejection of any terms and conditions included in Purchaser’s forms that are different from
or additional to these Terms and Conditions.
2. Seller's obligation to deliver concrete at prices quoted is limited to deliveries on the project specified within six (6) months after date of quotation, unless otherwise specified on the front side thereof.
Seller may refuse to commence or continue deliveries at prices quoted on projects not started within a reasonable time or on projects not continuously prosecuted after the commencement of deliveries.
3. All concrete ordered by Purchaser and delivered to the job, whether used or not, will be billed to Purchaser. Prices and quantities are based upon the wet volume at the time of discharge from delivery
trucks. Receipt and delivery tickets shall be binding unless immediately disputed. The Purchaser is required to provide an area suitable for wash down of the truck to meet applicable local, state, and
national environmental requirements.
4. Unless otherwise specified, prices quoted are based on delivery by trucks to jobsite during normal working hours, Monday through Friday. An additional charge may be made for deliveries after normal
working hours. Purchaser is responsible for giving Seller reasonable and adequate notice for scheduling and delivering concrete. Seller will not be expected to hold trucks and equipment available for
deliveries to Purchaser, and will not, without reimbursement, hold plants open and equipment available for pours for which adequate and reasonable notice has not been given. Seller will not honor back
charges for delays in delivery due to inadequate notice by Purchaser or due to underestimation of quantities for a pour.
5. Deliveries by trucks are dependent upon accessibility to point of delivery. Roadways shall be deemed inaccessible if trucks cannot proceed with the full load (unless part loads are specifically ordered
and agreed to by Seller) under its own power without damage to property or equipment. In the event Purchaser ordered delivery beyond curb line, Seller shall not be liable for damage to sidewalks,
driveways, or other property, and Purchaser shall indemnify and hold Seller harmless against any and all liability, loss and expense, incurred as a result of such damages. All deliveries shall be made
subject to applicable regulations governing the standard operating procedure of common carriers.
6. Prices quoted are based on prompt unloading of trucks. Seller reserves the right to make a standby charge as listed on the front page hereof. In case of repeated delays in unloading, Seller reserves
the right to discontinue deliveries until conditions causing delay are corrected.
7. Any sales, processing or similar tax imposed by any governmental authority which is now or hereafter becomes applicable to deliveries by Seller shall be paid by
Purchaser unless otherwise provided by law in addition to the prices specified herein. Concrete pricing as quoted excludes sales tax. The applicable sales tax rate
will be charged to Purchaser. If the project is tax exempt, the tax exempt certificate must be received by Seller prior to the first shipment to the project. If not
received, purchaser is responsible for the sales tax payment .
8. Seller warrants that all cementitious materials, aggregates and admixtures used by it in furnishing concrete pursuant to this quotation shall conform to current ASTM specifications for cementitious
materials, aggregates and admixtures of the type specified and that all ready-mixed concrete delivered to Purchaser shall conform to applicable requirements of current ASTM Standard C 94. Where
quantity of cementitious materials is specified, Seller warrants that the concrete delivered will contain the specified quantity of cementitious materials of the type specified within industry accepted
tolerances for ready-mixed concrete. Where strength of concrete is specified and concrete is delivered by Seller, Seller warrants that the concrete furnished will meet or exceed the indicated design
strength at the designated age when tested in accordance with the applicable and current ASTM Standards C 31, C 39, C 78, C 172, C 293, applicable provisions of C 94, and evaluated in accordance
with applicable provisions of the ACI 318 Building Code. The addition of water to the mix by Purchaser relieves Seller of any responsibility as to strength of concrete provided the slump at time of delivery
is equal to or greater than that specified. Where strength of concrete is designed in excess of 4500 psi or a “High Early” concrete is required, the minimum batch size shall be 4.0 cubic yards, for which
Purchaser is required to pay. SELLER MAKES NO OTHER WARRANTY, EXPRESSED OR IMPLIED, OF MERCHANTABILITY OR FITNESS FOR ANY PURPOSE OR OF FUTURE PERFORMANCE
OR OF ANY OTHER KIND. Seller's obligation under this warranty shall be limited to replacement or allowance of credit for nonconforming materials as provided herein.
9. Seller shall have no liability whatsoever to Purchaser or to any other person for delays in deliveries of orders accepted hereunder resulting from fire, casualties, calamities, strikes or other labor
disputes, mechanical failures, war, insurrection, interruption or shortage of utility service or materials, acts or regulations of any governmental body or agency, or resulting from conditions or events
beyond the reasonable control of Seller. Should Seller experience any delays or shortages of transportation or materials, Seller shall be permitted to allocate deliveries among its customers, but Seller
shall use commercially reasonable efforts to meet any delivery schedule to which it has agreed hereunder.
10. Seller shall not be liable for loss or damage of any nature after delivery. Seller's only liability and obligation with respect to nonconforming (including defective) concrete shall be to replace such
nonconforming concrete at point of delivery, or at Seller's option, to allow credit for such nonconforming concrete, provided that Purchaser shall be deemed to have waived all rights or claims hereunder
with respect to nonconforming concrete not reported to Seller within one (1) year after the time of delivery thereof to Purchaser. Seller shall have no liability for loss or damage in excess of the price
received for nonconforming or defective concrete delivered to Purchaser or for losses or damages of any nature (INCLUDING WITHOUT LIMITATION INCIDENTAL OR CONSEQUENTIAL DAMAGES)
incurred or suffered by Purchaser or any other person or entity in repairing or replacing defective concrete or occasioned by defective concrete, and Seller shall have no other responsibility, obligation or
liability whatsoever with respect to any concrete delivered hereunder whether predicated or alleged breach of contract or negligence or otherwise.
11. Shipments are subject to prior credit approval. If credit is approved, all payments must be made in accordance with the then applicable credit policies of Seller, and if not so made, the agreement that
is contemplated herein may be terminated by Seller immediately. Terms of payment are net 30 days following date of invoice. If Purchaser fails to make timely payments or if, in Seller’s opinion, the
financial condition of Purchaser or other grounds for insecurity warrant such action, Seller may, without limiting its other remedies, (i) suspend shipments pending receipt of assurances or credit support
satisfactory to Seller or (ii) terminate the Order, in which event unpaid invoices shall become immediately due and payable. Any past due account shall bear interest at the rate of 18% per annum. In the
event the collection of any unpaid balance is placed in the hands of Seller's attorney, Purchaser shall pay a reasonable attorney's fee.
12. This quotation is made subject to all applicable governmental orders, rules and regulations and with respect to construction or the use of building materials. The parties agree that the laws of Arizona
shall govern this Agreement and any disputes shall be heard in the courts of Maricopa County, Arizona. It is understood that there are no verbal agreements or understandings which are not incorporated
herein.
Customer
Expiration Date: Thursday, August 31, 2023
By: Kyle Hall
Date: Thursday, February 23, 2023
Martin Marietta will not be responsible for failing concrete results derived from tests not adhering to the latest version of the pertinent ACI, ASTM or AASHTO code, standard or specification. This
includes, but is not limited to, sampling, casting and initial curing of concrete cylinders, concrete cylinder transportation and final curing as well as reporting that does not meet the prescribed
requirements. In the event that non-compliant test results are reported to customer it shall notify Martin Marietta within three days of such occurrence to allow time for investigation and response. In order
for non-compliant results to be considered by Martin Marietta, documentation of the following items meeting the related code, standard or specification must be provided: (i) Evidence the concrete has
been sampled and tested by a technician holding a current ACI Field 1 Certification; (ii) Evidence that the concrete was sampled at the point of discharge of the concrete truck as stated in ASTM C172 &
ACI 318-19; (iii) Evidence that the concrete was tested in accordance with ASTM C39 and C231; and (iv) Evidence that the concrete strength specimens were made, cured and transported in
accordance with ASTM C31. In the event of a non-compliant test result where it is determined that the above referenced procedures were not followed and the in-place concrete is found to be in
compliance with agreed upon standards, all costs related to the investigation, including but not limited to, independent third-party testing, Martin Marietta management consultation fees, and all legal fees
will be the responsibility of the customer.
Noncompliance
4025 S McClintock Dr Suite 202, Tempe, AZ 85282 Office: 602.685.3450
To:
B & F CONTRACTING INC
Date:
Attention:
Amit Satre
Project:
Customer #:
992678
Address:
Phone:
602.402.5410
E-Mail:
Amit.Satre@BFContracting.com
Martin Marietta
Chandler, AZ
Please complete all sections listed below
Job Number/PO#: ____________________________________________________________________________________________________
Project Type (Please Select): Private { } Public { } State/Local { } Federal { } Residential { } Bond Job { }
Start Date:__________________________________________________________________________________________________________
Estimated Project Valuation ($):_________________________________________________________________________________________
Owner Name: _______________________________________________________________________________________________________
Owner Address: _____________________________________________________________________________________________________
Lender Co.:____________________________________________________________________________________________
Lender Co. Address: __________________________________________________________________________________________________
Loan #:______________________________________________________________________________________________
Bonding Co.:________________________________________________________________________________________
Bonding Co. Address: ___________________________________________________________________________________________
Bond #:_____________________________________________________________________________________________________
General/Direct Contractor: _____________________________________________________________________________________________
General/Direct Contractor Address: _____________________________________________________________________________________
General/Direct Contractor Phone: _______________________________________________________________________________________
Is this project located on tribal community land (Please Select)? Yes { } No { }
If so, please provide which community____________________________________________________________________________________
** Martin Marietta will not supply concrete to this project without completed form **
Chandler Dobson Sewer & Water Improvement Project
Dobson Rd & Chandler Blvd
Job Information Sheet
4025 S McClintock Dr Suite 202, Tempe, AZ 85282 Office: 602.685.3450
Please return completed job information sheet along with signed quote to
Kyle.Hall@martinmarietta.com
February 23, 2023
By:
By: Kyle Hall
Title:
Date: Thursday, February 23, 2023
I hereby certify that the information provided in this form is complete,
true and correct to the best of my knowledge.
Date:
Expiration Date: Thursday, August 31, 2023
Chandler Dobson Waterline Project WW2005.403
Allowance Explainating
Item
Description
Total Cost
Explaination
F1
Traffic Control Allowance
$585,922.68
Traffic control we utilized recent project with similar TCP requirments up down each day large intersection setups.
300 Days at 1,650 perday average cost, Visual message board for 84 days during the project. Multiple message board
will be required upon start up a each direction per Chandler Traffic. Includes markup for OH&P 8.5%, Bond &
Insurance 2.1% and Tax 4.83%
F2
Police Officer
$270,567.92 1.5 police for the duration of the project at 800 dollars a day for 293 days
F3
Quality Control Testing
$ 62,909.35 Took past cost from recent project and extending over the months on this project including waterline in arterial
roadways. Includes markup for OH&P 8.5%, Bond & Insurance 2.1% and Tax 4.83%
F4
Construction Water
$ 28,857.50
Utilized a plug number of 25000 which is roughly 2,500 a month Includes markup for OH&P 8.5%, Bond &
Insurance 2.1% and Tax 4.83%
F5
Crack Seal
$ 40,400.00 35000 lf at 1 dollar per foot. Includes markup for OH&P 8.5%, Bond & Insurance 2.1% and Tax 4.83%
F6
Paver Allowance
$ 9,234.40
Received limited quotes we completed a bet estimate on the limited locations for repair. Includes markup for OH&P
8.5%, Bond & Insurance 2.1% and Tax 4.83%
F7
Public Outreach
$ 28,900.00
Utilized similar number from preconstruction services. Includes markup for OH&P 8.5%, Bond & Insurance 2.1%
and Tax 4.83%
F8
Survey
$ 57,800.00
Received only one quote it was lump sum and they did not actually bid the job. We moved it to allowance because we
thing that it will be less and the saving will go to the city. Includes markup for OH&P 8.5%, Bond & Insurance 2.1%
and Tax 4.83%
Client Initial ________ Engineer Initial ________ Agreement Between Client and Engineer Page 1 of 4
AGREEMENT BETWEEN CLIENT AND ENGINEER
This is an agreement for services to be performed. Services shall commence hereunder upon receipt by Engineer of Agreement
signed by Client. One fully executed copy will be returned to Client. Should any of the information shown hereon not be in
accordance with Client's understanding, Client should immediately advise Engineer. Unless signed and returned by Client
within 60 days from the date hereon, this Agreement shall be null and void.
Date:
April 10, 2023
Client:
B+F Contracting Inc.
Engineer:
Entellus, Inc.
Address :
11011 North 23rd Ave.
Address :
3033 North 44th Street, Suite 250
Phoenix, Arizona 85029
Phoenix, Arizona 85018
Telephone:
(623) 582-1170
Telephone:
(602) 244-2566
FAX:
FAX:
(602) 244-8947
Attention:
Amit Satre
Attention:
Erick Welch, RLS, CFedS
Project Description:
(Entellus Project No. __________)
The Client and Engineer for mutual consideration hereinafter set forth, agree as follows:
A.
Engineer agrees to perform the following professional services:
Per attached Exhibit “A”
B.
Client agrees to compensate Engineer for such services as follows:
Per attached Exhibit “A”
C.
The standard provisions set forth upon the following pages and EXHIBIT A are incorporated hereinto and made part
of this Agreement.
IN WITNESS WHEREOF, the parties hereto have accepted, made and executed this Agreement upon the terms, conditions, and
provisions above stated and on the following pages and EXHIBIT A, the day and year first above written.
Client
Engineer
By:
By:
Title
Date
Title
Date
Client Initial ________ Engineer Initial ________ Agreement Between Client and Engineer Page 2 of 4
STANDARD PROVISIONS OF AGREEMENT BETWEEN CLIENT AND ENGINEER
PAYMENT
1.
Engineer shall render invoices to Client from time to time as services are provided as set forth in Section A and the fee schedule
set forth in Section B on the reverse side. Invoices shall be due and payable when rendered.
2.
Client shall promptly review invoices and notify Engineer of any objections hereto; absent such objection in writing within ten
(10) days of the date of the invoice; the invoice shall be deemed proper and acceptable.
3.
In the event any invoice is not paid within thirty (30) days after rendering of the invoice, it shall commence bearing interest on
the date the invoice was rendered at the rate of 10% per annum (or such base rate as may be maximum interest permissible under
applicable law) and Client agrees to pay all accrued interest, together with the charges for services rendered.
4.
Client’s failure to pay Engineer’s invoice in full, within sixty (60) days of the invoice date, shall be a default of Client’s
obligations under this Agreement. If such default is not cured within ten (10) days after Engineer gives notice of this default, this
agreement shall be terminated and Engineer shall be excused from all further obligations to provide services under this Agreement.
Notwithstanding such termination, Client shall remain liable to Engineer for all fees, charges, and services performed by Engineer to
the date of termination.
5.
Client shall pay the cost of all reimbursable items such as fees, permits, bond premiums, title company charges, delivery
charges, blueprints and reproductions, and all other charges and expenses not specifically covered by the terms of this Agreement. In
the event such reimbursable items are paid directly by Engineer, then such charges and expenses shall be invoiced at direct cost plus
15% for handling.
6.
The term of this Agreement shall commence and become effective as of the date hereon and shall continue until all of the work
set forth in Section A on the reverse side has been completed or April 13th , 2024, whichever occurs first. During the term of this
Agreement, the fee for any work items listed in Section A yet to be completed as of April 13th, 2024, and any work yet to be completed
each subsequent year thereafter will be escalated by 10%.
7.
No claim of offset will be permitted unless it is made within ten (10) days of the date of discovery. In the event of a claim, the
parties hereto will immediately meet and negotiate to resolve the claim. If the claim is not resolved within twenty (20) days from the
date of notice, Engineer has the right to stop work and will have no liability for stopping work whether or not the claimed offset is
ultimately sustained.
GENERAL
8.
Client agrees to cooperate in any and every way or manner with Engineer on project.
9.
All sketches, drawings, tracings, computations, survey notes, and other original documents are and shall remain the property
of the Engineer subject to the requirements of the public agencies.
10.
All agreements on the Engineer's part are contingent upon, and subject to, the fact that Engineer shall not be responsible for
damages or be in default or be deemed to be in default by reason of delays in performance by reason of strike, lockouts, accidents, acts
of God, and other delays unavoidable or beyond the Engineer's reasonable control, or due to shortages or unavailability of labor at
established area wage rate, or delays caused by failure of Client or Client's agents to furnish information or to approve or disapprove
Engineer's work promptly, or due to late or slow, or faulty performance by the Client, other contractors, or governmental agencies, the
performance of whose work is precedent to or concurrent with the performance of Engineer's work. In the case of the happening of any
such cause of delay, the time of completion shall be extended accordingly.
11.
In the event that all the services required to be performed under this Agreement have not been performed by April 13th ,
2024, for any reason other than a default by Engineer hereunder, Engineer shall have the right, upon giving thirty (30) days prior written
notice to the Client, to terminate this Agreement and to be paid to the date of termination for all services rendered and costs incurred
hereunder.
12.
In the event the project being undertaken by Client for any reason is terminated or abandoned, Engineer shall be paid for the
services to date on the basis as set forth in Section B on the reverse side, plus 15% of the total compensation earned to time of termination
to account for Engineer's rescheduling adjustments, reassignment of personnel, and related costs incurred due to termination. Client
shall notify Engineer of termination or abandonment in writing.
13.
In the event that any staking is destroyed by an act of God or parties other than Engineer, the cost of restaking shall be paid for
by Client as extra work.
14.
Engineer makes no warranty either express or implied, as to his findings, recommendations, specifications, or professional
advice except that these were promulgated after being prepared in accordance with generally accepted engineering and/or surveying
practices and under the direction of registered professional engineers and/or licensed land surveyors.
15.
Engineer makes no representations concerning soil conditions unless specifically included in writing in this Agreement, and he
is not responsible for any liability that may arise out of the making or failure to make soil surveys, or sub-surface soil test, or general
soil testing.
16.
Engineer makes no representations concerning the cost figures made in connection with maps, plans, specifications, or drawings
other than that all cost figures are estimates only and the Engineer shall not be responsible for fluctuations in cost factors.
Client Initial ________ Engineer Initial ________ Agreement Between Client and Engineer Page 3 of 4
17.
In consideration of the Engineer's fee for services, the Client agrees that the Engineer will perform no on-site construction
review for this project, that such services will be provided by others, and that the Client shall defend, indemnify, and hold the Engineer
harmless from any and all liability, real or alleged, that might be occasioned by others performing construction review for this project.
18.
The Client agrees that in accordance with generally accepted construction practices, the construction contractor will be required
to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of
all persons and property; that his requirement shall be made to apply continuously and not be limited to normal working hours; and the
Client further agrees to defend, indemnify and hold the Engineer harmless from any and all liability, real or alleged, in connection with
the performance of work on this project, excepting liability arising from the sole negligence of the Engineer.
19.
The Client agrees to limit the Engineer's liability to the Client and to all contractors and subcontractors on the project, due to
professional negligent acts, errors or omissions of the Engineer to the amount of Engineer's fee.
20.
Upon written request, each of the parties hereto shall execute and deliver or cause to be executed and delivered, such additional
instruments and documents which may be necessary and proper to carry out the terms of this Agreement.
21.
The terms and provisions of this Agreement shall not be construed to alter, waive, or affect any lien or stop notice rights, which
the Engineer may have for the performance of services under this Agreement.
22.
No conditions or representations, altering, detracting from, nor adding to the terms hereof shall be valid unless printed or written
hereon or evidenced in writing by either party to this Agreement and accepted in writing by the other.
23.
One or more waivers of any term, condition, or covenant by the Engineer shall not be construed by the Client as a waiver of a
subsequent breach of the same or any other term, condition or covenant.
24.
In the event any provision of this Agreement shall be held to be invalid and unenforceable, the other provisions of this
Agreement shall be valid and binding on the parties hereto.
25.
Should litigation be necessary to enforce any term or provision of this Agreement, or to collect any portion of the amount
payable under this Agreement, then all litigation and collection expenses, witness fees and court costs, and attorney's fees shall be paid
to the prevailing party.
26.
This Agreement binds Engineer and Client and their successors, assigns, and partners. Neither party shall assign, sublet or
transfer his interests, rights or obligations in this Agreement without the written consent of the other party hereto.
27.
There are no understandings or agreements except as herein expressly stated.
28.
This Agreement shall be construed and enforced in accordance with the laws of the State of Arizona.
INDEMNIFICATION
29.
Client shall indemnify and hold harmless Engineer, and all Engineer's agents, employees or sub-consultants from and against
any and all claims, costs, losses and damages, including all professional fees, caused in whole or in part by the negligent acts of Client,
or Client's agents, employees, or consultants.
30.
In addition, Client shall indemnify and hold harmless Engineer, Engineer's agents, employees, and consultants from and against
all claims, costs, losses and damages, including professional fees, caused by, arising out of, or relating to the presence, discharge, release
or escape of Asbestos, PCBs, Petroleum, Hazardous or Toxic Waste, Radioactive Material, or any other noxious or harmful substance
or emission at, on, under, or from the Project site.
ALLOCATION OF RISKS
31.
Exclusion of Special, Incidental, Indirect And Consequential Damages. To the fullest extent permitted by law, and
notwithstanding any other provision in the Agreement to the contrary, Engineer and Engineer's officers, directors, partners, employees,
agents and Engineer's consultants shall not be liable to Client for any special, incidental, indirect or consequential damages whatsoever,
arising out of, resulting from or in any way related to the Agreement from any cause or causes, including, but not limited to, any such
damages caused by negligence, professional errors or omissions, strict liability, breach of contract or warranty express or implied of
Engineer and Engineer's officers, directors, partners, employees, agents and Engineer's consultants, or any of them.
32.
Client acknowledges that Engineer is providing only professional services as Client’s agent in connection with the Work
covered by this Agreement. Engineer shall not be deemed an owner, operator, generator, transporter, disposer, or someone who arranges
for transport or disposal of hazardous or toxic substances, by reason of its professional services as agent for the Client pursuant to this
Agreement.
DISPUTE RESOLUTION
33.
All claims, disputes, and other matters arising out of or relating to the Agreement in which the disputed sum is less than
$50,000.00 shall be decided in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association.
This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith will be specifically
enforceable under the prevailing arbitration law of any court having jurisdiction.
Client Initial ________ Engineer Initial ________ Agreement Between Client and Engineer Page 4 of 4
34.
The prevailing party in any dispute arising out of or relating to this Agreement will be entitled to recover a reasonable sum in
compensation of its attorneys' fees incurred, plus costs of suit, including the reasonable costs of any testifying expert retained for
purposes of the dispute.
35.
Notwithstanding any other provision of this Dispute Resolution Section to the contrary, Client and Engineer may mutually
agree to mediation or some other form of alternative dispute resolution procedure in the event they deem such procedure necessary and
appropriate to resolve a dispute. In that event, Client and Engineer shall mutually agree on the terms under which such alternative
dispute resolution procedure shall be conducted; the issues to be submitted to such procedure; the time for conducting such procedure;
and the coordination of such procedure with any other arbitration or litigation in which the parties may then be involved or
contemplating.
36.
The award rendered by the arbitrator(s), or any written settlement made by Client and Engineer through mediation or other
alternative dispute resolution procedure, shall be final and binding; judgment may be entered upon it in any court having jurisdiction
thereof; and it will not be subject to modification or appeal except to the extent permitted by state or federal law concerning the
confirmation or modification of arbitration awards.
Intelligent Engineering • Innovative Solutions • Inclusive Culture
3033 N. 44th Street, Suite 250, Phoenix, AZ 85018
(602) 244-2566
www.entellus.com
EXHIBIT "A"
Client: B+F Contracting Inc.
Owner: City of Chandler
Project: Dobson Road & Chandler Blvd Water Main Improvements
Site Address: Chandler Road – From Dobson Rd to North Alma School Rd
Chandler, Arizona
SCOPE OF SERVICES
Entellus will provide the labor, equipment, and materials necessary to perform the following survey
work:
1. Staking waterline every 50 feet and at horizontal and vertical fittings.
2. Record as-built survey information to plans as described below and return to Client.
This survey will utilize plans as provided by the Client for the project site and prepared by Dibble, Rev.0,
dated February 2023. The Client will need to provide AutoCAD versions of the plans to assist with work.
ESTIMATED PROJECT FEE
Total lump sum fee ................................................................................................. $25,100.00
Requests to perform re-staking or work otherwise outside this Scope of Services will be billed at the
following hourly rates:
Survey CAD Tech- $90/hour
Survey Crew- $165/hour
Project Surveyor- $131/hour
Survey Manager- $190/hour
Administration Support- $80/hour
1
Josh Onstott
From:
Amit Satre
Sent:
Monday, April 17, 2023 9:27 AM
To:
tpoole@atwell-group.com
Cc:
Josh Onstott
Subject:
RE: B&F Contracting: Chandler Dobson Water Improvement Project - Survey and As-
builts
Tim,
Just following up to see if you had an update on the bid proposal for the Chandler Dobson Project. Please let me know if you might
have any questions.
Thank you,
Amit D. Satre
Assistant Project Manager
Mobile: 602-402-5410 | amit.satre@bfcontracting.com
——————————————————————
B&F Contracting, Inc. | 11011 N 23rd Ave, Phoenix, AZ 85029
Office: 623-582-1170 | Fax: 623-582-3761 | www.bfcontracting.com
ROC08974 A | ROC111282 B-4
From: Amit Satre
Sent: Wednesday, April 12, 2023 12:14 PM
To: tpoole@atwell-group.com
Cc: Josh Onstott <jonstott@bfcontracting.com>
Subject: B&F Contracting: Chandler Dobson Water Improvement Project - Survey and As-builts
Tim,
B&F is working on the 100% GMP Cost Model for an upcoming project with City of Chandler. I have attached the 100% plans and
specifications for your reference. Can you please review and submit a bid for the Survey and As-builts scope of work? Below is the
project information:
Project Name: Dobson Road and Chandler Boulevard Intersection Water Improvements
Project Number: WW2005.403
Project Owner: City of Chandler
Project Contractor: B&F Contracting, Inc.
Please NOTE:
1. Subcontractor will be responsible to submit the as-builts to B&F Contracting, Inc. on the timely basis per the City of
Chandler GIS Data Specifications (Attached for reference).
2. Survey for the project will be per B&F’s request. Please specify the minimum LF required per survey request. Survey team to
locate all valves, any bends, main run (stake at every 50’ and provide offsets) and services, etc.
3. We anticipate 500-600 LF per week. Please ensure availability for at least 3-4 days per week. There will be weeks when we
will need a surveyor on-site to as built all week.
Due date for submitting the Proposal: April 13, 2023.
Please let me know if you might have any questions.
Thank you,
NON - Responsive
2
Amit D. Satre
Assistant Project Manager
Mobile: 602-402-5410 | amit.satre@bfcontracting.com
——————————————————————
B&F Contracting, Inc. | 11011 N 23rd Ave, Phoenix, AZ 85029
Office: 623-582-1170 | Fax: 623-582-3761 | www.bfcontracting.com
ROC08974 A | ROC111282 B-4
1
Josh Onstott
From:
Amit Satre
Sent:
Saturday, April 1, 2023 3:56 PM
To:
'jheath@hunterengineeringpc.com'
Cc:
Josh Onstott
Subject:
B&F Contracting: Chandler Dobson Water Improvement Project - Survey and As-builts
Attachments:
Subcontractor RFQ Bid Quantity - Hunter Engineering.pdf; GIS-GPS-
DataSpecifications.docx; WW2005.403_Water_90p_Drawings.pdf
Good afternoon,
B&F is working on the 100% GMP Cost Model for an upcoming project with City of Chandler. I have attached the 100% plans and
specifications for your reference. Can you please review and submit a bid for the Survey and As-builts scope of work? Below is the
project information:
Project Name: Dobson Road and Chandler Boulevard Intersection Water Improvements
Project Number: WW2005.403
Project Owner: City of Chandler
Project Contractor: B&F Contracting, Inc.
Please NOTE:
1.
Subcontractor will be responsible to submit the as-builts to B&F Contracting, Inc. on the timely basis per the City of
Chandler GIS Data Specifications (Attached for reference).
2.
Survey for the project will be per B&F’s request. Please specify the minimum LF required per survey request. Survey team to
locate all valves, any bends, main run (stake at every 50’ and provide offsets) and services, etc.
3.
We anticipate 500-600 LF per week. Please ensure availability for at least 2-3 days per week, if needed all week.
Due date for submitting the Proposal: April 05, 2023.
Please let me know if you might have any questions.
Thank you,
Amit D. Satre
Assistant Project Manager
Phone: (623)-582-1170
Mobile: (602)-402-5410
Email: amit.satre@bfcontracting.com
11011 N 23rd Avenue
Phoenix, AZ 85029
www.bfcontracting.com
NON - Responsive