Change Order - B&F Contracting, Inc.
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Project Name: Chandler Boulevard and Dobson Road Sewer and Water Improvements – Change Order No. 2
Page 1
Project No.: WW2005.403
Rev. 3/20/23
Amendment authorized by Owner name: Jeff Auker by email
Date: 6/16/2023
Original Agreement amount:
$7,689,563.73
Previous Change Order total:
$7,202,897.39
Last Agreement amount approved by Council:
$14,892,461.12
This Change Order:
$3,818,381.51
This Change Order + previous Change Order(s) not approved by
Council total:
$3,818,381.51
Revised Agreement total:
$18,710,842.63
Council Approval Required (yes indicates approval required)
Yes
No
Change Order(s) total over $100,000:
܈
տ
Change Order(s) total causes Agreement to exceed $100,000:
܈
տ
Agreement Time
Agreement time prior to this Change Order (including previous
change order(s):
435
Calendar Days
Net change resulting from this Change Order:
150
Calendar Days
Revised Agreement time (including this Change Order):
585
Calendar Days
Council Approval (if applicable)
Council Approval Date: 7/20/2023 Item No.
CHANGE ORDER NO.
2
DATE
6/16/23
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)
bruceb@bfcontracting.com/JOnstott@bfcontracting.com/kelly.haberly@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 3 for a portion of the water improvements
work as presented in the attached Exhibits. The contract time will also be extended an additional 150
calendar days to allow the contractor to perform this portion of the work.
Digitally signed by Kimberly Moon
DN: C=US,
E=Kimberly.Moon@ChandlerAZ.gov, O=City of
Chandler, OU=Capital Projects Division,
CN=Kimberly Moon
Date: 2023.06.26 13:23:35-07'00'
ROC-089744 | BFCONTRACTING.COM | 11011 N. 23rd Avenue| Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
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ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
' *03*03 *036&+('8/(
Activity ID
Activity Name
Original Duration Start
Finish
Schedule %
Complete
CDWW WW
CDWW WW2005.403 - BFC#22-4020-01 - Chandler Blvd & Dobson to Ch
416 08-May-23
A
23-Dec-24
0%
CDWW.1 A
CDWW.1 Adminstrative Items
410 16-May-23
23-Dec-24
0%
A1000
Notice to Proceed
0 16-May-23
100%
A1190
Carla Vista Bus Station Relocation
0 24-May-23
24-May-23
100%
A1030
Relocated Carla Vista Bus Stop
0 30-May-23
30-May-23
100%
A2360
AOC
15 17-Nov-23*
11-Dec-23
0%
A1180
Moratorium
31 20-Nov-23*
05-Jan-24
0%
A2370
Submit Record Documents
0 04-Jan-24
04-Jan-24
0%
A2380
Sewer Substantial Completion
0
12-Jul-24
0%
A2390
Punchlist
0 12-Jul-24
12-Jul-24
0%
A2400
Sewer Final Completion
0
22-Aug-24
0%
A3590
Water Substantial Completion
0
11-Nov-24
0%
A3600
Waterline AOC
15 11-Nov-24
29-Nov-24
0%
A3620
Water Punchlist
0 11-Nov-24
11-Nov-24
0%
A3640
Water Final Completion
0
20-Dec-24
0%
A3630
Submit Record Documents
0 23-Dec-24
23-Dec-24
0%
CDWW.2 G
CDWW.2 General Constuction
415 08-May-23
19-Dec-24
0%
A1010
Prewarners
7 08-May-23
16-May-23
100%
A1020
Survey Control Establishment
5 08-May-23
12-May-23
100%
A1040
Mobilization
10 08-May-23
19-May-23
100%
A2480
Install Project Signs on Chandler Blvd
1 18-May-23
18-May-23
100%
A1050
SWPPP
5 22-May-23
26-May-23
100%
A3490
Median Dobson South of Chandler Blvd. - Remove Temp Pave and Prep Subgrade
3 02-Jun-23
06-Jun-23
0%
A3500
Median Dobson South of Chandler Blvd. - Pour Vertical Curb
2 07-Jun-23
08-Jun-23
0%
A3520
Replace Bull Noses
6 07-Jun-23
14-Jun-23
0%
A3510
Median Dobson South of Chandler Blvd. - Pavement Patch Around Median
1 09-Jun-23
09-Jun-23
0%
A2450
Median West of Dobson at Chandler Blvd. - Demo and Remove
2 15-Jun-23 A 16-Jun-23
0%
A3530
Repair Pavers
5 15-Jun-23
21-Jun-23
0%
A2700
Median West of Dobson at Chandler Blvd.- Lower and Temp Cap Utilities
2 19-Jun-23 A 20-Jun-23
0%
A2710
Median West of Dobson at Chandler Blvd. - Subgrade Preparation and Temp Paving
4 21-Jun-23
26-Jun-23
0%
A2720
Median Dobson South of Chandler Blvd. - Sawcut and Demo Median
1 18-Jul-23
18-Jul-23
0%
A2730
Median Dobson South of Chandler Blvd. - Establish Subgrade and Temp Pave
4 19-Jul-23
24-Jul-23
0%
A3420
Median West of Dobson at Chandler Blvd - Remove Temp Asphalt and Make Subgrade
5 09-Feb-24
15-Feb-24
0%
A3430
Median West of Dobson at Chandler Blvd - Pour Back Median Curb
3 16-Feb-24
20-Feb-24
0%
A1060
Median West of Dobson at Chandler Blvd - Fill Median, Raise Boxes, landscape
1 21-Feb-24
21-Feb-24
0%
A1070
Prelower and Asbuilt Watermeters and Valves for Mill and Overlay
5 17-Jun-24
21-Jun-24
0%
A2410
Mill and Overlay
4 26-Jun-24
01-Jul-24
0%
A2340
Dobson Mill and Overlay Striping
2 02-Jul-24
03-Jul-24
0%
A2350
Dobson Mill and Overlay Thermo Striping
5 05-Jul-24
11-Jul-24
0%
A2330
Fog Seal Roadway
3 11-Nov-24
13-Nov-24
0%
A3650
Watermain Chandler Blvd. Striping
2 14-Nov-24
15-Nov-24
0%
A3660
Watermain Chandler Blvd. Thermo
2 18-Dec-24
19-Dec-24
0%
CDWW.3 S
CDWW.3 Sewerline Construction
144 15-Jun-23
10-Jan-24
0%
A2660
MH-07 Sawcut and Remove Asphalt
1 15-Jun-23
15-Jun-23
0%
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
2, 2023
Qtr 3, 2023
Qtr 4, 2023
Qtr 1, 2024
Qtr 2, 2024
Qtr 3, 2024
Qtr 4, 2024
Notice to Proceed, 16-May-23 A
Carla Vista Bus Station Relocation
Relocated Carla Vista Bus Stop
AOC
Moratorium
Submit Record Documents
Sewer Substantial Completion,
Punchlist
Sewer Final Completion,
Water Su
Wate
Water Pu
Prewarners
Survey Control Establishment
Mobilization
Install Project Signs on Chandler Blvd
SWPPP
Median Dobson South of Chandler Blvd. - Remove Temp Pave and Prep Subgrade
Median Dobson South of Chandler Blvd. - Pour Vertical Curb
Replace Bull Noses
Median Dobson South of Chandler Blvd. - Pavement Patch Around Median
Median West of Dobson at Chandler Blvd. - Demo and Remove
Repair Pavers
Median West of Dobson at Chandler Blvd.- Lower and Temp Cap Utilities
Median West of Dobson at Chandler Blvd. - Subgrade Preparation and Temp Paving
Median Dobson South of Chandler Blvd. - Sawcut and Demo Median
Median Dobson South of Chandler Blvd. - Establish Subgrade and Temp Pave
Median West of Dobson at Chandler Blvd - Remove Temp Asphalt and Mak
Median West of Dobson at Chandler Blvd - Pour Back Median Curb
Median West of Dobson at Chandler Blvd - Fill Median, Raise Boxes, lands
Prelower and Asbuilt Watermeters and Valve
Mill and Overlay
Dobson Mill and Overlay Striping
Dobson Mill and Overlay Thermo Stripin
Fog Sea
Waterm
10-Jan-24, CDWW.3 Sewerline Construction
MH-07 Sawcut and Remove Asphalt
WW2005.403 - Chandler Blvd & Dobson Water and Sewer Replacement Project
15-Jun-23 21:15
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 1 of 7
TASK filter: All Activities
© Oracle Corporation
Activity ID
Activity Name
Original Duration Start
Finish
Schedule %
Complete
A2670
MH-07 Excavate Shore
3 16-Jun-23
20-Jun-23
0%
A2680
MH-07 Pour Manhole Base
2 21-Jun-23
22-Jun-23
0%
A2690
MH-07 Stack Manhole and Plate for Bypass
2 23-Jun-23
26-Jun-23
0%
A2810
MH-01 MH-02 - Sawcut Asphalt and Demo
2 20-Jul-23
21-Jul-23
0%
A2820
MH-01 Excavate, Remove Pipe, and Establish Manhole Subgrade
3 24-Jul-23
26-Jul-23
0%
A2830
MH-01 Install 72-inch Precast Base
1 27-Jul-23
27-Jul-23
0%
A2880
Install Pipe Plug on 39-inch Pipe
1 27-Jul-23
27-Jul-23
0%
A2840
MH-01 to MH-02 Dig, Lay, and Backfill 12-inch Pipe
2 28-Jul-23
31-Jul-23
0%
A2850
MH-02 - Excavate, Remove Pipe and Establish Manhole Subgrade
1 01-Aug-23
01-Aug-23
0%
A2860
MH-02 - Install 60-inch Precast Manhole Base
1 02-Aug-23
02-Aug-23
0%
A2870
MH-01 & MH-02 Stack out Manholes and Backfill
2 03-Aug-23
04-Aug-23
0%
A2890
MH-01 to MH-03 Excavate Dig Lay Backfill 36-inch Pipe One Stick Out of MH-01
3 03-Aug-23
07-Aug-23
0%
A3610
MH-02 to MH-01 CCTV and Mandrel / Test Pipe / Vaccum Test MH-002
1 07-Aug-23
07-Aug-23
0%
A2900
MH-02 - MH756003308 - 12" Pipe Stub out into Intersection
3 08-Aug-23
10-Aug-23
0%
A2910
MH-01 - MH-02 Pave and Pipe in Area
1 11-Aug-23
11-Aug-23
0%
A2920
NWC - MH-03, MH-06, MH-05 and 12-inch Watermain Sawcut / Demo
3 14-Aug-23
16-Aug-23
0%
A2930
NWC - MH-01 to MH-03 Dig Lay and Backfill
7 17-Aug-23
25-Aug-23
0%
A2940
NWC - MH-03 72-inch MH Install
4 28-Aug-23
31-Aug-23
0%
A2950
NWC - MH-03 to MH-04 Install 27-inch Pipe to Edge of Closure
3 01-Sep-23
06-Sep-23
0%
A2960
NWC - MH-05 Dig, Lay and Backfill
3 07-Sep-23
11-Sep-23
0%
A2970
NWC - MH-05 to MH-06 Dig, Lay, and Backfill 12-inch Pipe
4 12-Sep-23
15-Sep-23
0%
A2980
NWC - MH-06 - Dig Lay and Backfill
3 18-Sep-23
20-Sep-23
0%
A2990
NWC - MH-05 to MH-06 - Concrete Encasement
2 18-Sep-23
19-Sep-23
0%
A3000
NWC - Install Pipe Plugs & MH 899, 793, 113 for Abandonment
2 18-Sep-23
19-Sep-23
0%
A3010
NWC - Grout Fill Pipe & MH 899, 793, 113
2 20-Sep-23
21-Sep-23
0%
A3220
NWC Vaccum Test Manhole 05 & 06 / Test Pipe and CCTV MH-06 to MH-05
2 21-Sep-23
22-Sep-23
0%
A3020
NWC - Backfill Open Trench and Manhole Abandonments
2 22-Sep-23
25-Sep-23
0%
A3030
NWC Pave Trench
2 26-Sep-23
28-Sep-23
0%
A3140
MH 756013759 - Remove and Abandon Manhole
5 28-Sep-23
05-Oct-23
0%
A3160
MH-03 - MH-04 - Dig Lay and Back 27-inch Pipe & 60-inch Polymer Manhole
5 28-Sep-23
05-Oct-23
0%
A3480
MH-04 to MH - 01 CCTV, Mandrel, and Vaccum Test Manholes 03 - 04
2 05-Oct-23
09-Oct-23
0%
A3540
MH-03 to MH-04 and MH 756013759 Pave
2 05-Oct-23
09-Oct-23
0%
A3550
MH-02 - 756003308 - Sawcut & Mill
2 09-Oct-23
11-Oct-23
0%
A3040
MH-02 To MH-756003308 - Dig Lay and Backfill
6 11-Oct-23
19-Oct-23
0%
A3050
MH 756003308 - Remove Exsting Manhole, Cut and Plug Existing Pipe
3 19-Oct-23
24-Oct-23
0%
A3670
MH-02 to MH-756003308 - CCTV/Mandrel/ Test Pipe and Test MH 756003308
1 19-Oct-23
20-Oct-23
0%
A3060
MH 756003308 - Install New 60-inch Polymer Manhole
2 24-Oct-23
26-Oct-23
0%
A3130
MH-02 To MH-756003308 Pave
2 26-Oct-23
30-Oct-23
0%
A3300
MH-07 Remove Temp Riser Stack Out with Remaining Polymer and Backfill
3 09-Nov-23
14-Nov-23
0%
A3310
MH-07 Pave
1 14-Nov-23
15-Nov-23
0%
A3560
MH-07 Coat Bench
2 08-Jan-24
09-Jan-24
0%
A3680
MH-07 Pull and Spark Test
1 10-Jan-24
10-Jan-24
0%
CDWW.4 S
CDWW.4 Sewer Rehabilitation
78 05-Oct-23
29-Jan-24
0%
A3170
Clean and CCTV 27-inch
1 05-Oct-23
06-Oct-23
0%
A3190
Clean and CCTV 24-inch
3 06-Oct-23
11-Oct-23
0%
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
2, 2023
Qtr 3, 2023
Qtr 4, 2023
Qtr 1, 2024
Qtr 2, 2024
Qtr 3, 2024
Qtr 4, 2024
MH-07 Excavate Shore
MH-07 Pour Manhole Base
MH-07 Stack Manhole and Plate for Bypass
MH-01 MH-02 - Sawcut Asphalt and Demo
MH-01 Excavate, Remove Pipe, and Establish Manhole Subgrade
MH-01 Install 72-inch Precast Base
Install Pipe Plug on 39-inch Pipe
MH-01 to MH-02 Dig, Lay, and Backfill 12-inch Pipe
MH-02 - Excavate, Remove Pipe and Establish Manhole Subgrade
MH-02 - Install 60-inch Precast Manhole Base
MH-01 & MH-02 Stack out Manholes and Backfill
MH-01 to MH-03 Excavate Dig Lay Backfill 36-inch Pipe One Stick Out of MH-01
MH-02 to MH-01 CCTV and Mandrel / Test Pipe / Vaccum Test MH-002
MH-02 - MH756003308 - 12" Pipe Stub out into Intersection
MH-01 - MH-02 Pave and Pipe in Area
NWC - MH-03, MH-06, MH-05 and 12-inch Watermain Sawcut / Demo
NWC - MH-01 to MH-03 Dig Lay and Backfill
NWC - MH-03 72-inch MH Install
NWC - MH-03 to MH-04 Install 27-inch Pipe to Edge of Closure
NWC - MH-05 Dig, Lay and Backfill
NWC - MH-05 to MH-06 Dig, Lay, and Backfill 12-inch Pipe
NWC - MH-06 - Dig Lay and Backfill
NWC - MH-05 to MH-06 - Concrete Encasement
NWC - Install Pipe Plugs & MH 899, 793, 113 for Abandonment
NWC - Grout Fill Pipe & MH 899, 793, 113
NWC Vaccum Test Manhole 05 & 06 / Test Pipe and CCTV MH-06 to MH-05
NWC - Backfill Open Trench and Manhole Abandonments
NWC Pave Trench
MH 756013759 - Remove and Abandon Manhole
MH-03 - MH-04 - Dig Lay and Back 27-inch Pipe & 60-inch Polymer Manhole
MH-04 to MH - 01 CCTV, Mandrel, and Vaccum Test Manholes 03 - 04
MH-03 to MH-04 and MH 756013759 Pave
MH-02 - 756003308 - Sawcut & Mill
MH-02 To MH-756003308 - Dig Lay and Backfill
MH 756003308 - Remove Exsting Manhole, Cut and Plug Existing Pipe
MH-02 to MH-756003308 - CCTV/Mandrel/ Test Pipe and Test MH 756003308
MH 756003308 - Install New 60-inch Polymer Manhole
MH-02 To MH-756003308 Pave
MH-07 Remove Temp Riser Stack Out with Remaining Polymer and Backfill
MH-07 Pave
MH-07 Coat Bench
MH-07 Pull and Spark Test
29-Jan-24, CDWW.4 Sewer Rehabilitation
Clean and CCTV 27-inch
Clean and CCTV 24-inch
WW2005.403 - Chandler Blvd & Dobson Water and Sewer Replacement Project
15-Jun-23 21:15
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 2 of 7
TASK filter: All Activities
© Oracle Corporation
Activity ID
Activity Name
Original Duration Start
Finish
Schedule %
Complete
A3070
Remove Manhole for Inversion on 39-Inch
2 11-Oct-23
13-Oct-23
0%
A3080
Pre-Video 39-inch and Clean
2 13-Oct-23
17-Oct-23
0%
A3090
CIPP Line 39-inch
3 17-Oct-23
20-Oct-23
0%
A3100
Post Pano 39-inch CIPP
1 20-Oct-23
23-Oct-23
0%
A3150
CIPP 27-inch
3 20-Oct-23
25-Oct-23
0%
A3110
Reinstall Cone and Repair Manhole on 39-inch
2 23-Oct-23
25-Oct-23
0%
A3120
Adjust Inversion Manhole on 39-inch
1 25-Oct-23
26-Oct-23
0%
A3180
Post Pano 27-inch
1 25-Oct-23
26-Oct-23
0%
A3200
CIPP 24-inch
9 25-Oct-23
07-Nov-23
0%
A3460
Rehab Manhole Bench (Includes Testing)
3 25-Oct-23
30-Oct-23
0%
A3210
Post Pano 24-inch
3 02-Nov-23
07-Nov-23
0%
A3350
15-inch Clean and CCTV
1 07-Nov-23
08-Nov-23
0%
A3340
15-inch CIPP
2 08-Nov-23
10-Nov-23
0%
A3360
15-inch CIPP Post Pano
4 10-Nov-23
16-Nov-23
0%
A3370
MH-756014548 & MH-756002712 - Install Manhole Inserts (Includes Testing)
10 08-Jan-24
19-Jan-24
0%
A3380
MH-756003304 Install Manhole Insert (Includes Testing)
5 22-Jan-24
26-Jan-24
0%
A3470
MH Inserts and Bench Rehab - Post Pano
1 29-Jan-24
29-Jan-24
0%
CDWW.5 S
CDWW.5 Sewer Bypass
204 17-May-23
05-Mar-24
0%
A2420
Sawcut Bypass Trenching North of Galveston to Chandler Blvd
5 17-May-23
23-May-23
100%
A2440
Mobe HDPE Pipe
3 17-May-23
19-May-23
100%
A2510
Excavated Trench and Mill Pipe (Galveston to Chandler Blvd)
4 18-May-23
23-May-23
100%
A2430
Fuse HDPE North of Galveston to Chandler Blvd
5 22-May-23
26-May-23
100%
A2470
Test Bypass Piping at Trench Crossings
2 26-May-23
29-May-23
100%
A2500
Build Carla Vista Manifold and Pumpstation Piping
2 29-May-23
30-May-23
100%
A2490
Galveston to Chandler Blvd. Backfill and Temporary Pave Bypass Trenching
4 30-May-23
02-Jun-23
75%
A2620
Chandler Blvd Intersection Sawcut Bypass Trenching
1 07-Jun-23*
07-Jun-23
0%
A2610
Chandler Blvd Intersection Excavate Install Bypass Pipinng
4 08-Jun-23*
13-Jun-23
0%
A2530
Chandler Blvd Bypass Lanes Sawcut Trench Line
3 12-Jun-23*
14-Jun-23
0%
A2540
Chandler Blvd Bypass Trench and Install Bypass Piping
4 14-Jun-23
19-Jun-23
0%
A2520
Chandler Blvd Bypass Fuse HDPE
5 15-Jun-23
21-Jun-23
0%
A2740
Carla Vista - Remove Manhole Prep for Suction Pit
5 15-Jun-23
21-Jun-23
0%
A2560
Chandler Blvd Bypass Backfill and Temp Patch Trench
2 20-Jun-23
21-Jun-23
0%
A2590
Chandler Blvd Bypass Test Discharge Pipe
1 20-Jun-23 A 20-Jun-23
0%
A2780
24-inch Bypass Install and Plumb Pump Station
3 21-Jun-23
23-Jun-23
0%
A2790
27-inch Bypass Install and Plumb Pump Station
5 21-Jun-23
27-Jun-23
0%
A2550
Chandler Blvd Bypass at Carriage Establish Discharge Manhole
4 22-Jun-23
27-Jun-23
0%
A2570
Southeast Corner Bypass Chandler & Dobson Suction Establishment
2 27-Jun-23
28-Jun-23
0%
A2580
Southeast Corner Bypass Chandler Blvd & Dobson Sawcut
4 29-Jun-23
05-Jul-23
0%
A2800
12-inch Bypass Install and Plumb Pump Station
2 29-Jun-23
30-Jun-23
0%
A2600
Southeast Corner Bypass Chandler Blvd & Dobson Trench Discharge Piping
4 30-Jun-23
06-Jul-23
0%
A2630
Southeast Corner Bypass Chandler Blvd & Dobson Test Buried Pipe
1 06-Jul-23
06-Jul-23
0%
A2640
Southeast Corner Bypass Chandler Blvd & Dobson Backfill and Temp Patch Pipe
3 07-Jul-23
11-Jul-23
0%
A2650
Southeast Corner Bypass Chandler Blvd & Dobson Establish Discharge Pipe
4 12-Jul-23
17-Jul-23
0%
A2750
Install Plugs Start Bypass's
1 18-Jul-23
18-Jul-23
0%
A2760
Install Level Sensors
1 19-Jul-23
19-Jul-23
0%
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
2, 2023
Qtr 3, 2023
Qtr 4, 2023
Qtr 1, 2024
Qtr 2, 2024
Qtr 3, 2024
Qtr 4, 2024
Remove Manhole for Inversion on 39-Inch
Pre-Video 39-inch and Clean
CIPP Line 39-inch
Post Pano 39-inch CIPP
CIPP 27-inch
Reinstall Cone and Repair Manhole on 39-inch
Adjust Inversion Manhole on 39-inch
Post Pano 27-inch
CIPP 24-inch
Rehab Manhole Bench (Includes Testing)
Post Pano 24-inch
15-inch Clean and CCTV
15-inch CIPP
15-inch CIPP Post Pano
MH-756014548 & MH-756002712 - Install Manhole Inserts (Includes Testing)
MH-756003304 Install Manhole Insert (Includes Testing)
MH Inserts and Bench Rehab - Post Pano
05-Mar-24, CDWW.5 Sewer Bypass
Sawcut Bypass Trenching North of Galveston to Chandler Blvd
Mobe HDPE Pipe
Excavated Trench and Mill Pipe (Galveston to Chandler Blvd)
Fuse HDPE North of Galveston to Chandler Blvd
Test Bypass Piping at Trench Crossings
Build Carla Vista Manifold and Pumpstation Piping
Galveston to Chandler Blvd. Backfill and Temporary Pave Bypass Trenching
Chandler Blvd Intersection Sawcut Bypass Trenching
Chandler Blvd Intersection Excavate Install Bypass Pipinng
Chandler Blvd Bypass Lanes Sawcut Trench Line
Chandler Blvd Bypass Trench and Install Bypass Piping
Chandler Blvd Bypass Fuse HDPE
Carla Vista - Remove Manhole Prep for Suction Pit
Chandler Blvd Bypass Backfill and Temp Patch Trench
Chandler Blvd Bypass Test Discharge Pipe
24-inch Bypass Install and Plumb Pump Station
27-inch Bypass Install and Plumb Pump Station
Chandler Blvd Bypass at Carriage Establish Discharge Manhole
Southeast Corner Bypass Chandler & Dobson Suction Establishment
Southeast Corner Bypass Chandler Blvd & Dobson Sawcut
12-inch Bypass Install and Plumb Pump Station
Southeast Corner Bypass Chandler Blvd & Dobson Trench Discharge Piping
Southeast Corner Bypass Chandler Blvd & Dobson Test Buried Pipe
Southeast Corner Bypass Chandler Blvd & Dobson Backfill and Temp Patch Pipe
Southeast Corner Bypass Chandler Blvd & Dobson Establish Discharge Pipe
Install Plugs Start Bypass's
Install Level Sensors
WW2005.403 - Chandler Blvd & Dobson Water and Sewer Replacement Project
15-Jun-23 21:15
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 3 of 7
TASK filter: All Activities
© Oracle Corporation
Activity ID
Activity Name
Original Duration Start
Finish
Schedule %
Complete
A2770
Test Test Run Bypass 24 Hours
1 19-Jul-23
19-Jul-23
0%
A3240
Shutdown 12-inch Bypass
1 23-Oct-23
24-Oct-23
0%
A3260
Remove 12-inch Bypass
5 24-Oct-23
31-Oct-23
0%
A3230
Shutdown 27-Inch Bypass
1 26-Oct-23
27-Oct-23
0%
A3280
27-inch Bypass - Remove Pumps and Piping
3 27-Oct-23
01-Nov-23
0%
A3270
12-inch Bypass - Backfill Trench and Restore Suction and Discharge Pits
5 31-Oct-23
07-Nov-23
0%
A3250
Shutdown 24-inch Bypass
1 07-Nov-23
08-Nov-23
0%
A3320
12-inch Bypass Pave Back all Trenching
3 07-Nov-23
10-Nov-23
0%
A3290
24-inch Bypass - Remove Pumps and Piping @ Pump Station
3 08-Nov-23
13-Nov-23
0%
A3330
24-inch and 27-inch Remove Discharge Pit Piping and Restore
5 08-Nov-23
15-Nov-23
0%
A3400
Chandler Intersection - Remove Bypass Pipe
5 08-Nov-23
15-Nov-23
0%
A3390
Dobson Road Galveston to Chandler Blvd - Remove Bypass Piping
7 29-Jan-24
06-Feb-24
0%
A3410
Dobson (Galveston to Chandler Blvd.)Paveback Bypass Trenches
2 07-Feb-24
08-Feb-24
0%
A3440
Chandler Blvd Bypass Piping - Remove Bypass Piping to Carriage
5 21-Feb-24
27-Feb-24
0%
A3450
Chandler Intersection to Carriage - Backfill Trenches and Pave
5 28-Feb-24
05-Mar-24
0%
CDWW.6 W
CDWW.6 Watermain Construction
314 16-Aug-23
08-Nov-24
0%
CDWW.6.1
CDWW.6.1 Northwest Corner Chandler & Dobson Intersection (NWC)
35 16-Aug-23
28-Sep-23
0%
A3570
Sawcut and Remove AC
3 16-Aug-23*
19-Aug-23
0%
A1080
Excavate and Install 2ea Permaseal Valves
6 19-Aug-23
26-Aug-23
0%
A1090
Install SRP Protection (2 ea)
5 19-Aug-23
25-Aug-23
0%
A1100
Excavate Lay and Backfill 12-inch
12 25-Aug-23
11-Sep-23
0%
A1140
Install Thrust Blocks at Permaseal Valves
4 26-Aug-23
31-Aug-23
0%
A1120
Concrete Encase Waterline (39 LF )
5 11-Sep-23
16-Sep-23
0%
A1110
Pressure Test and Bac-T-T
4 16-Sep-23
21-Sep-23
0%
A1130
Complete Tie Ins to New Valves
2 21-Sep-23
23-Sep-23
0%
A1150
Complete Abandonment and Cut and Plugs
2 23-Sep-23
26-Sep-23
0%
A1160
Finegrade and Pave Trench
2 26-Sep-23
28-Sep-23
0%
CDWW.6.2
CDWW.6.2 Watermain Moratorium Work
38 27-Nov-23
19-Jan-24
0%
A3580
Sawcut and Removal AC and Concrete
2 27-Nov-23*
28-Nov-23
0%
A1170
Temp Waterline Installation
4 29-Nov-23*
04-Dec-23
0%
A1200
Install Insert A Valves
4 05-Dec-23
08-Dec-23
0%
A1210
Watermain Installation Station 56+59 to 62+64
5 11-Dec-23
15-Dec-23
0%
A1220
Install 8" at Arrowhead Dr.
2 13-Dec-23
14-Dec-23
0%
A1230
Install Service and 4" BFP at 57+87
2 15-Dec-23
18-Dec-23
0%
A1240
Pressure Test and Bac-T Arrowhead
4 15-Dec-23
20-Dec-23
0%
A1280
Install Services and Laterals 58+34 & 58+48
1 19-Dec-23
19-Dec-23
0%
A1290
Install Services at 60+00 & 60+33 & 60+35
2 20-Dec-23
21-Dec-23
0%
A1250
Make Swing Connections at Arrowhead
2 21-Dec-23
22-Dec-23
0%
A1300
Install Service at 61+89
1 22-Dec-23
22-Dec-23
0%
A1260
Remove Temp Waterline
3 26-Dec-23
28-Dec-23
0%
A1310
Pressure Test and Bac-T 56+68 to 52+64
4 02-Jan-24*
05-Jan-24
0%
A1320
Tie in 12" at 56+62
1 08-Jan-24
08-Jan-24
0%
A1270
Finegrade and Prep for Concrete and AC
3 09-Jan-24
11-Jan-24
0%
A1330
Flush and Make Swing Connections on Services and Laterals
2 09-Jan-24
10-Jan-24
0%
A1440
Complete Cut and Plugs
2 11-Jan-24
12-Jan-24
0%
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
2, 2023
Qtr 3, 2023
Qtr 4, 2023
Qtr 1, 2024
Qtr 2, 2024
Qtr 3, 2024
Qtr 4, 2024
Test Test Run Bypass 24 Hours
Shutdown 12-inch Bypass
Remove 12-inch Bypass
Shutdown 27-Inch Bypass
27-inch Bypass - Remove Pumps and Piping
12-inch Bypass - Backfill Trench and Restore Suction and Discharge Pits
Shutdown 24-inch Bypass
12-inch Bypass Pave Back all Trenching
24-inch Bypass - Remove Pumps and Piping @ Pump Station
24-inch and 27-inch Remove Discharge Pit Piping and Restore
Chandler Intersection - Remove Bypass Pipe
Dobson Road Galveston to Chandler Blvd - Remove Bypass Piping
Dobson (Galveston to Chandler Blvd.)Paveback Bypass Trenches
Chandler Blvd Bypass Piping - Remove Bypass Piping to Carriage
Chandler Intersection to Carriage - Backfill Trenches and Pave
08-Nov-2
28-Sep-23, CDWW.6.1 Northwest Corner Chandler & Dobson Intersection (NWC)
Sawcut and Remove AC
Excavate and Install 2ea Permaseal Valves
Install SRP Protection (2 ea)
Excavate Lay and Backfill 12-inch
Install Thrust Blocks at Permaseal Valves
Concrete Encase Waterline (39 LF )
Pressure Test and Bac-T-T
Complete Tie Ins to New Valves
Complete Abandonment and Cut and Plugs
Finegrade and Pave Trench
19-Jan-24, CDWW.6.2 Watermain Moratorium Work
Sawcut and Removal AC and Concrete
Temp Waterline Installation
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
Install Services and Laterals 58+34 & 58+48
Install Services at 60+00 & 60+33 & 60+35
Make Swing Connections at Arrowhead
Install Service at 61+89
Remove Temp Waterline
Pressure Test and Bac-T 56+68 to 52+64
Tie in 12" at 56+62
Finegrade and Prep for Concrete and AC
Flush and Make Swing Connections on Services and Laterals
Complete Cut and Plugs
WW2005.403 - Chandler Blvd & Dobson Water and Sewer Replacement Project
15-Jun-23 21:15
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 4 of 7
TASK filter: All Activities
© Oracle Corporation
Activity ID
Activity Name
Original Duration Start
Finish
Schedule %
Complete
A1340
Complete Concrete Repairs
5 12-Jan-24
18-Jan-24
0%
A1350
Pavement Replacement
1 19-Jan-24
19-Jan-24
0%
CDWW.6.3
CDWW.6.3 Watermain Instersection Construction
60 02-Apr-24
25-Jun-24
0%
A1650
Sawcut Northeast Corner
2 02-Apr-24
03-Apr-24
0%
A1660
Install Permaseal Valve at Station 101+57
3 04-Apr-24
08-Apr-24
0%
A1670
Install Inserta Valve at Station 35+87
3 04-Apr-24
08-Apr-24
0%
A1680
Pour Thrust Collar at Station 101+57
3 09-Apr-24
11-Apr-24
0%
A1690
Install Station 101+57 to 101+29
2 12-Apr-24
15-Apr-24
0%
A2320
SRP Removal and Abandonment 24"
1 16-Apr-24
16-Apr-24
0%
A1700
Install Lateral Station 101+38
6 17-Apr-24
24-Apr-24
0%
A1710
Install 12-Inch 101+29 to Station 34+85 On Dobson
14 25-Apr-24
14-May-24
0%
A1720
Install 8-inch FH Run DWG W22
3 02-May-24
06-May-24
0%
A1780
Sawcut and Southeast Corner (SEC)
3 10-May-24
14-May-24
0%
A1730
Pressure Test and Bac-T
4 15-May-24
20-May-24
0%
A1790
Install 12-inch Water SEC Station 30+21 to 32+00
14 15-May-24
04-Jun-24
0%
A1740
Grading and Concrete Restoration
6 21-May-24
29-May-24
0%
A1750
Make Swing Connections
2 21-May-24
22-May-24
0%
A1770
Cut and Plugs / Abandonment's
3 23-May-24
28-May-24
0%
A1760
Pavement Replacement
5 29-May-24
04-Jun-24
0%
A1800
Pressure and Bac-T (SEC)
4 05-Jun-24
10-Jun-24
0%
A1810
Complete Connections SEC
2 11-Jun-24
12-Jun-24
0%
A1820
Abandon Valves and Complete Cut and Plugs (SEC)
2 13-Jun-24
14-Jun-24
0%
A1840
Pavement Restoration (SEC)
2 24-Jun-24
25-Jun-24
0%
CDWW.6.4
CDWW.6.4 Watermain Westbound Chandler Blvd (Sta. 35+00 to 74+47) (Chippewa to Dobs
48 09-Jan-24
14-Mar-24
0%
A1360
Sawcut and Remove Station 62+64 to 68+82
4 09-Jan-24
12-Jan-24
0%
A1890
Sawcut and Removal Station 34+85 to 49+60
3 09-Jan-24
11-Jan-24
0%
A1900
Install 12-inch Water Station34+85 to 49+60
15 12-Jan-24
01-Feb-24
0%
A1370
Installation of Watermain Station 62+64 to 68+82
7 15-Jan-24
23-Jan-24
0%
A1910
Install Laterals and Services Station 34+85 to 49+60
8 19-Jan-24
30-Jan-24
0%
A1380
Installation of Services
2 24-Jan-24
25-Jan-24
0%
A1390
Install Lateral at Comanche
3 24-Jan-24
26-Jan-24
0%
A1400
Pressure Test and Bac-T 62+64 to 68+82
4 29-Jan-24
01-Feb-24
0%
A1410
Finegrade and Prep For AC and Concrete
4 29-Jan-24
01-Feb-24
0%
A1920
Fine Grade and Prep for Concrete and Pavement
4 31-Jan-24
05-Feb-24
0%
A1930
Pressure Test and Bac-T
5 31-Jan-24
06-Feb-24
0%
A1420
Prep and Make Swing Connection
3 02-Feb-24
06-Feb-24
0%
A1430
Pavement and Concrete Replacements Station 62+64 to 68+82
3 02-Feb-24
06-Feb-24
0%
A1970
Sawcut and Remove Station 49+60 to 56+20
4 02-Feb-24
07-Feb-24
0%
A1450
Sawcut and Remove Station 68+82 to 74+31
2 07-Feb-24
08-Feb-24
0%
A1940
Complete Swing Connection on Pipe
3 07-Feb-24
09-Feb-24
0%
A1980
Install 12-inch Water Station 49+60 to 56+20
6 08-Feb-24
15-Feb-24
0%
A1460
Installation of Watermain Station 62+64 to 74+31
7 09-Feb-24
19-Feb-24
0%
A1950
Abandon and Complete Cut and Plugs
3 12-Feb-24
14-Feb-24
0%
A1990
Installation of Services and Laterals Station 49+60 to 56+20
4 12-Feb-24
15-Feb-24
0%
A1960
Pavement Restoration
3 15-Feb-24
19-Feb-24
0%
A1470
Complete Service Installation at 72+08
1 16-Feb-24
16-Feb-24
0%
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
2, 2023
Qtr 3, 2023
Qtr 4, 2023
Qtr 1, 2024
Qtr 2, 2024
Qtr 3, 2024
Qtr 4, 2024
Complete Concrete Repairs
Pavement Replacement
25-Jun-24, CDWW.6.3 Watermain Insterse
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
SRP Removal and Abandonment 24"
Install Lateral Station 101+38
Install 12-Inch 101+29 to Station 34+85 On Dobson
Install 8-inch FH Run DWG W22
Sawcut and Southeast Corner (SEC)
Pressure Test and Bac-T
Install 12-inch Water SEC Station 30+21 to 32+0
Grading and Concrete Restoration
Make Swing Connections
Cut and Plugs / Abandonment's
Pavement Replacement
Pressure and Bac-T (SEC)
Complete Connections SEC
Abandon Valves and Complete Cut and Plugs
Pavement Restoration (SEC)
14-Mar-24, CDWW.6.4 Watermain Westbound Chandler Blvd (Sta. 3
Sawcut and Remove Station 62+64 to 68+82
Sawcut and Removal Station 34+85 to 49+60
Install 12-inch Water Station34+85 to 49+60
Installation of Watermain Station 62+64 to 68+82
Install Laterals and Services Station 34+85 to 49+60
Installation of Services
Install Lateral at Comanche
Pressure Test and Bac-T 62+64 to 68+82
Finegrade and Prep For AC and Concrete
Fine Grade and Prep for Concrete and Pavement
Pressure Test and Bac-T
Prep and Make Swing Connection
Pavement and Concrete Replacements Station 62+64 to 68+82
Sawcut and Remove Station 49+60 to 56+20
Sawcut and Remove Station 68+82 to 74+31
Complete Swing Connection on Pipe
Install 12-inch Water Station 49+60 to 56+20
Installation of Watermain Station 62+64 to 74+31
Abandon and Complete Cut and Plugs
Installation of Services and Laterals Station 49+60 to 56+20
Pavement Restoration
Complete Service Installation at 72+08
WW2005.403 - Chandler Blvd & Dobson Water and Sewer Replacement Project
15-Jun-23 21:15
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 5 of 7
TASK filter: All Activities
© Oracle Corporation
Activity ID
Activity Name
Original Duration Start
Finish
Schedule %
Complete
A2000
Pressure Test and Bac-T Station 49+60 to 56+20
4 16-Feb-24
21-Feb-24
0%
A1480
Pressure Test and Bac-T 68+82 to 74+31
4 19-Feb-24
22-Feb-24
0%
A2010
Complete 12-inch Connections Station 49+60 to 56+20
2 22-Feb-24
23-Feb-24
0%
A1490
Make Swing Connection on Service 72+08
1 23-Feb-24
23-Feb-24
0%
A1500
Cut in Tee 12-inch at 74+31
2 26-Feb-24
27-Feb-24
0%
A2020
Flush and Connect Services and Laterals Station 49+60 to 56+20
5 26-Feb-24
01-Mar-24
0%
A1510
Finegrade for Pavement and Concrete
4 28-Feb-24
04-Mar-24
0%
A1520
Cut & Plug Existing Main
3 28-Feb-24
01-Mar-24
0%
A1530
Abandon Old Main Arrowhead to Chippewa
3 04-Mar-24
06-Mar-24
0%
A2030
Abandon Pipe and Cut & Plugs
3 04-Mar-24
06-Mar-24
0%
A1540
Curb and Valley Gutter Replacement 68+82 to 74+31
4 05-Mar-24
08-Mar-24
0%
A2040
Fine Grade for Concrete and Pavement
2 07-Mar-24
08-Mar-24
0%
A1550
Pavement Replacement Station 68+82 to 74+31
1 11-Mar-24
11-Mar-24
0%
A2050
Concrete Replacement
3 11-Mar-24
13-Mar-24
0%
A2060
Pavement Restoration
1 14-Mar-24
14-Mar-24
0%
CDWW.6.5
CDWW.6.5 Watermain Eastbound Chandler Blvd (Sta. 32+00 tro 61+81)
66 26-Jun-24
27-Sep-24
0%
A2070
Sawcut and Removals
8 26-Jun-24
08-Jul-24
0%
A2080
Install 12-inch Connection Station Station 32+00 to Station 61+81
30 28-Jun-24
09-Aug-24
0%
A2090
Install Laterals and Services
18 18-Jul-24
12-Aug-24
0%
A2110
Pressure and Bac-T Testing
4 13-Aug-24
16-Aug-24
0%
A2170
Landscape Restoration
4 13-Aug-24
16-Aug-24
0%
A2120
Lateral Connection
5 19-Aug-24
23-Aug-24
0%
A2130
Connection at Station 61+81
2 26-Aug-24
27-Aug-24
0%
A2160
Complete Abandonment and Cut and Plugs
4 28-Aug-24
03-Sep-24
0%
A2100
Finegrade for Concrete and Paving
6 03-Sep-24
10-Sep-24
0%
A2150
Concrete Restoration
7 11-Sep-24
19-Sep-24
0%
A2140
Pavement Restoration
6 20-Sep-24
27-Sep-24
0%
CDWW.6.6
CDWW.6.6 Watermain Chippewa
22 15-Mar-24
15-Apr-24
0%
A1560
Sawcut and Removals
3 15-Mar-24
19-Mar-24
0%
A1570
Cut In 16-inch Tee
3 20-Mar-24
22-Mar-24
0%
A1580
Install and 8-inch Laterals with Hydrant
3 22-Mar-24
26-Mar-24
0%
A1590
Pressure Test and Bac-T Lateral
4 27-Mar-24
01-Apr-24
0%
A1600
Connect 8-Inch Lateral
1 02-Apr-24
02-Apr-24
0%
A1640
Complete Abandonment and Cut and Plugs
3 03-Apr-24
05-Apr-24
0%
A1610
Complete Concrete and Grading
2 08-Apr-24
09-Apr-24
0%
A1620
Pavement Replacement
1 10-Apr-24
10-Apr-24
0%
A1630
Landscape Restoration
3 11-Apr-24
15-Apr-24
0%
CDWW.6.7
CDWW.6.7 Watermain Interconnect (Sta. 44+80)
14 22-Oct-24
08-Nov-24
0%
A2180
Sawcut and Removals
2 22-Oct-24
23-Oct-24
0%
A2190
Install 12-Inch Pipe
5 24-Oct-24
30-Oct-24
0%
A2200
Pressure Test and Bac-T
4 31-Oct-24
05-Nov-24
0%
A2210
Connect to Existing Line
1 06-Nov-24
06-Nov-24
0%
A2220
Finegrade for Asphalt
1 07-Nov-24
07-Nov-24
0%
A2230
Pavement Replacement
1 08-Nov-24
08-Nov-24
0%
CDWW.6.8
CDWW.6.8 Watermain Interconnect (Sta. 55+63)
18 30-Sep-24
23-Oct-24
0%
A2280
Sawcut and Removals
2 30-Sep-24
01-Oct-24
0%
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
2, 2023
Qtr 3, 2023
Qtr 4, 2023
Qtr 1, 2024
Qtr 2, 2024
Qtr 3, 2024
Qtr 4, 2024
Pressure Test and Bac-T Station 49+60 to 56+20
Pressure Test and Bac-T 68+82 to 74+31
Complete 12-inch Connections Station 49+60 to 56+20
Make Swing Connection on Service 72+08
Cut in Tee 12-inch at 74+31
Flush and Connect Services and Laterals Station 49+60 to 56+20
Finegrade for Pavement and Concrete
Cut & Plug Existing Main
Abandon Old Main Arrowhead to Chippewa
Abandon Pipe and Cut & Plugs
Curb and Valley Gutter Replacement 68+82 to 74+31
Fine Grade for Concrete and Pavement
Pavement Replacement Station 68+82 to 74+31
Concrete Replacement
Pavement Restoration
27-Sep-24, CDWW.
Sawcut and Removals
Install 12-inch Connection Statio
Install Laterals and Services
Pressure and Bac-T Testing
Landscape Restoration
Lateral Connection
Connection at Station 61+8
Complete Abandonment a
Finegrade for Concrete a
Concrete Restoration
Pavement Restorati
15-Apr-24, CDWW.6.6 Watermain 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 Abandonment and Cut and Plugs
Complete Concrete and Grading
Pavement Replacement
Landscape Restoration
08-Nov-2
Sawcut and R
Install 12-In
Pressure T
Connect t
Finegrade
Pavemen
23-Oct-24, CD
Sawcut and Remo
WW2005.403 - Chandler Blvd & Dobson Water and Sewer Replacement Project
15-Jun-23 21:15
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 6 of 7
TASK filter: All Activities
© Oracle Corporation
Activity ID
Activity Name
Original Duration Start
Finish
Schedule %
Complete
A2290
Install 12-Inch Pipe
5 02-Oct-24
08-Oct-24
0%
A2240
Pressure Test and Bac-T
4 09-Oct-24
14-Oct-24
0%
A2250
Connect to Existing Line
1 15-Oct-24
15-Oct-24
0%
A2260
Finegrade for Asphalt And Concrete
1 16-Oct-24
16-Oct-24
0%
A2300
Concrete Median Replacement
2 17-Oct-24
18-Oct-24
0%
A2270
Pavement Replacement
1 21-Oct-24
21-Oct-24
0%
A2310
Median Restoration
2 22-Oct-24
23-Oct-24
0%
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
2, 2023
Qtr 3, 2023
Qtr 4, 2023
Qtr 1, 2024
Qtr 2, 2024
Qtr 3, 2024
Qtr 4, 2024
Install 12-Inch Pip
Pressure Test a
Connect to Exis
Finegrade for A
Concrete Med
Pavement Re
Median Resto
WW2005.403 - Chandler Blvd & Dobson Water and Sewer Replacement Project
15-Jun-23 21:15
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
Page 7 of 7
TASK filter: All Activities
© Oracle Corporation
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
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E-1
EXHIBIT “E”
SUBCON75$&725 DOCUMENTS WITH CON75$&725
Any subcoQWUDFWRU assumptions, clarifications, exclusions, terms & conditions,
signature blocks, etc. included are strictly between the ConWUDFWRU and their
subconFWUDFWRUV, and do not apply to the Agreement between the ConWUDFWRU
and the City.
Project Name: Chandler Boulevard and Dobson Road Sewer and Water Improvements – Change Order No. 2
Project No.: WW2005.403
Rev. 3/20/23
ROC-089744 | BFCONTRACTING.COM | 11011 N. 23rd Avenue| Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
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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: ____________
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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
FSC
Per Load
$TBD
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
x
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges.
x
Color added at no expressed guarantee.
x
Drivers do not accept cash or make change.
x
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.
x
All specialized aggregate sales are based on availability.
x
Concrete deliveries less than 6 Cubic yards and Aggregates deliveries are subject to our
minimum load charges.
x
This quote does not guarantee product or service availability
x
All Aggregates and Concrete loads have an additional fuel surcharge.
x
10.31.23 $10.00 per ton increase for Cold Mix.
x
10.31.23 $1.00 per ton increase for Non-lime ABC.
x
10.31.23 $2.00 per ton increase for Lime Treated ABC.
10.31.23 $1.00 per ton increase for Non-lime 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
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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:
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9DOOH\*XWWHU
0REH
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+HYHU%XHQR
1RQ5HVSRQVLYHDWELGWLPH
127(6 % )LVFXUUHQWLQDVVHOISHUIRUPSURYLGHVEHWWHUIOH[LELOLW\WRFRPSOHWHWKHZRUNDQGDYRLGDGGLWLRQDOPREHVDQGSULFHLVPRUHFRPSHWDWLYH
6833/,(5
0$7(5,$/$1'81,75$7(6
62/,&,7$7,216800$5<
&RQFUHWH5HSODFHPHQW
% )&2175$&7,1*,1&
&KDQGOHU%RXOHYDUGDQG'REVRQ5RDG6HZHUDQG:DWHU,PSURYHPHQWV
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
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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
Fuel Surcharge - $35.00 per load
Short Load Charges - 6 yards or less $200.00 per load
Environmental Fee - $25.00 per load
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
.00
- Add to Above Pricing
Add to Above Pricing
Per Cubic Yard Winter Service Fee (Nov 1 through Feb 28) - Add to Above Pricing
$2.00
c Yard Price Increase 09/01/23
$10.00
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
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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: ____________
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Franklin Striping, Inc.
2832 S. 45th Street
Phoenix, AZ 85040
Phone: (480) 898-1180
Fax: (480) 668-9688
QUOTE NO:
042123
ATTENTION:
ESTIMATING DEPARTMENT
PROJECT:
DOBSON RD & CHANDLER BLVD INTERSECTION WATER IMPROVEMENTS
PROJECT #
WW2005.403
DATE:
4/12/2023
LOCATION
CHANDLER, AZ
ITEM NO.
SCOPE OF WORK
QUANTITY
UNIT
UNIT PRICE
TOTAL COST
1
PERMANENT PAINT WHITE, 4" EQUIV.
20410
LF
$0.16
$3,265.60
2
PERMANENT PAINT YELLOW, 4" EQUIV.
790
LF
$0.16
$126.40
3
PERMANENT PAINT SYMBOL, ARROW
17
EA
$60.00
$1,020.00
4
PERMANENT PAINT SYMBOL, BIKE GUY/ARROW
16
EA
$65.00
$1,040.00
5
4" EQUIV. WHITE SPRAYED THERMOPLASTIC 60MIL
7630
LF
$0.55
$4,196.50
6
4" EQUIV. WHITE TRANSVERSE THERMOPLASTIC 90MIL
2595
LF
$1.15
$2,984.25
7
EXTRUDED THERMOPLASTIC SYMBOL, ARROW 90MIL
17
EA
$125.00
$2,125.00
8
PREFORMED THERMOPLASTIC LEGEND, "BIKE/BUS/ONLY" (8')
3
EA
$690.00
$2,070.00
9
TYPE D RPM (2-WAY YELLOW)
25
EA
$3.05
$76.25
10
TYPE G RPM (1-WAY WHITE)
500
EA
$3.05
$1,525.00
11
MOBILIZATION (PAINT)
1
EA
$1,000.00
$1,000.00
12
MOBILIZATION (THERMOPLASTIC)
1
EA
$1,000.00
$1,000.00
TOTAL
BID PRICE:
$20,429.00
*** ADDITIONAL MOBILIZATIONS WILL BE CHARGED AT $1000.00 EACH FOR STRIPING.
To schedule projects, email us at: scheduling@franklinstriping.com
DISCLAIMER:
Quantities shown above are an estimate only, actual field quantities installed will be used for billing purpose.
Excludes: Police Officer, Traffic control, barricades, signage, bonds, sales tax, permits, survey, sweeping, as builts,
water supply, dump site, shadow truck, diamond grinding, obliteration, slurry seal or sealer for obliteration
scarring & removal of chip seal markers.
Additional Mobilization Charges May Be Applied From Circumstances Beyond Our Control Which
Would Prohibit The Above Mentioned Work From Being Completed As Scheduled.
( i.e. UNMOVED VEHICLES, TRAILER, SPRINKLERS, OR EXCESSIVELY DIRTY AREAS ETC.)
**FSI REQUIRES 15 DAYS NOTICE PRIOR TO ANY PAVEMENT MARKING NEEDED**
** Contractor is to provide Striping Survey. Reference ADOT Standard Specifications 2008 Edition
** Sec.-925-3.01, paragraph 7 & 8. Contractor to supply Survey Control points to be set every 50ft.
** If striping survey is not completed per ADOT Standard Specifications, a cost of $500.00/hour will be charged to layout.
All material is guaranteed to be as specified and preformed in accordance with the drawings and specifications
submitted for the above mentioned work and completed in a substantial workmanlike manner. Payment terms to
be NET 30. This proposal is valid for 60 days. Licensed and Bonded.
Lic No. 115703 & 238964
SINCERELY,
PHIL KOWALCZYK
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to
do the work as specified. Payment will be made as outlined above.
By:
PO#:
11030 N. 21st Ave. Phoenix, AZ 85029
602-944-3614
ROC168973 & ROC277976
Project:
Company Name:
ATTN:
Date:
4/12/2023
DESCRIPTION
QUANTITY
UNIT TYPE
UNIT PRICE
AMOUNT
4" Eq. Temporary Paint Pavement Markings
17577
LF
0.35
$
6,151.95
$
4" Eq. Thermoplastic Pavement Markings
12230
LF
0.60
$
7,338.00
$
4" Eq. Final Paint Pavement Markings
5347
LF
0.40
$
2,138.80
$
RPMs
572
EA
5.00
$
2,860.00
$
Paint + Premark Arrows
18
EA
415.00
$
7,470.00
$
Paint Bike + Arrow
17
EA
200.00
$
3,400.00
$
8' Premark BUS Legend
4
EA
415.00
$
1,660.00
$
8' Premark BIKE Legend
4
EA
550.00
$
2,200.00
$
8' Premark ONLY Legend
4
EA
500.00
$
2,000.00
$
Mobilization - Paint
2
EA
1,250.00
$
2,500.00
$
Mobilization - Thermoplastic
1
EA
1,250.00
$
1,250.00
$
TOTAL
38,968.75
$
Date:
PO Number:
Estimating Department
Scope of Work: Offsite pavement markings and signage.
EXCLUSIONS: Traffic control, survey, as-built drawings, special cleaning,
bonds, permits, micro seal/slurry seal/seal coat after obliteration, water
supply/dump site, night/weekend work, and materials not listed above.
BID CLARIFICATIONS:
Quote is based off the following drawing sheets: Google Earth Takeoff Dated:
***Any obliteration not included above is excluded. Seal over obliteration is excluded. If PMM is approved, add @
$.40/SF and $1250/EA mobilization. Core drills are excluded.
***Paint and steel pricing has been continuously increasing during 2023, and as a result, Falcon reserves the right to
review pricing prior to contract acceptance.
DISCLAIMER: Taxes are excluded. Standard State of Arizona insurance is provided. Davis Bacon/Prevailing Wages are not
acknowledged. Addendums acknowledged: N/A. Unit pricing prevails. Retention will not be held for projects under $10,000. Quote
is valid for 30 days.
Customer Acceptance Signature:
B&F
Quotation
Chandler Dobson Water Improvement Project
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Landscape Allowance
$47,160.32
The project will impact multiple area with servies, water crossings, and backflow
preventors. The allowance will be utilize on a T&M basis to repair the areas as needed.