Change Orders 3 thru 8 — Salinas City Council, March 12, 2024

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 03

12/21/23; Rev. 1 Page 1 of 2

Date: 01/26/2024
Project: Natividad Creek Park Restroom Rehabilitation Project Change Order #: 03

Owner: CITY OF SALINAS
Contractor: HA Construction

TYPE OF CHANGE ORDER (Check one:) Errors and Omissions Unforeseen Site Condition
Owner Authorization
Emergency

Description of Change:

The following Proposed Change Order(s) are incorporated into the Contract by reference:

Ref. # Summary Description:

Amount:
1 Contractor submitted a COR to replace the existing sewer pipes with new piping in the plumbing chase. This request was not approved by the City. The Contractor was then directed to conduct a camera inspection of the existing piping to identify any required cleaning, and to snake out any debris clogging the existing to remain piping. The Contractor submitted COR # 2-R1 for this work.
$1,263.62

Original Contract Amount: $151,000.00
Previous Change Order(s): $32,687.47
Contract Amount Prior to this Change Order: $183,687.47 Amount of this Change Order: $1,263.62

New Contract Amount Including this Change Order: $184,951.09

Contract Time will be increased by 0 working days.

Reviewed by: GJ

Contractor agrees to perform the above-described work in accordance with the above terms and in compliance with applicable sections of the Project documents. The adjustment in the contract sum, if any, and the adjustment in the contract time, if any, set out in this Change Order shall constitute the entire compensation and/or adjustment in the contract time due C ontractor arising out of the change in the work covered by this Change Order, unless otherwise provided in this Change Order. No additions or deletions to this Change Order shall be allowed, except with written permission of the City. Contractor accepts the terms and conditions stated above as full and final settlement of any and all claims arising from this Change Order.

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 03

12/21/23; Rev. 1 Page 1 of 2

This Change Order is hereby agreed to, accepted and approved by:

Contractor: Date:

Project Manager/Construction Manager: Date:
(for) Cyril Charles, Project Manager

City: Date:

Luis Ochoa, Sr. Community Development Analyst

City: Date:

Adriana Robles, City Engineer

City: Date:

Lisa Brinton, Director (Or Designee)

HA Construction – Duraid Mohammed
10111 Cliffwood Dr. La Mesa
Ca 91941
Phone: 916.237.6803
EM: [email protected]

Duraid Mohammed dba HA Construction
026/2024
01/26/2024

HA CONSTRUCTION QUALITY & RELEIBILITY
---------------------------------------------------------------------------------

--------------------------------------------------------------------------------------- 10111 Cliffwood Dr. La Mesa, CA 91941, USA Phone: 916-237-6803 Email: [email protected]

Project: City of Salinas Change Order 04 Contract No.: 20031 Date: 01/22/2024 From: HA Construction
To: Gelareh Jokar

Subject: Men’s Urinal Drain camera and Cleaning
Below is the cost proposal Men’s Urinal Drain camera and Cleaning. The cost includes labor and materials in addition to the expenses mentioned in the table below.

Duraid Mohammed
dba
HA Construction
Item preparation
Discription Unit $/Unit Quantity Total
A Demo
1 Clean up the Mens' Urnal pipes hr 66.81 8 534.48$
B Construction
2 Camera ditector for the drain pipeshr 66.81 4 267.24$ 801.72$
Materials
1 Cleaner Machine hr 15 8 120.00$
Tax 8% 9.60$
129.60$
Admin %15 Profit Tax %7.5 Total L+ M

0.15 0.23 7.5%
120.26$ 212.05$ 15.90$ 1,263.63$
#2-R1
ok
ok
ok
ok
Reviewed and costs are acceptable
(CSG/01.24.2024)

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 03

12/21/23; Rev. 1 Page 1 of 2
Date: 01/25/2024
Project: Natividad Creek Park Restroom Rehabilitation Project Change Order #: 04

Owner: CITY OF SALINAS
Contractor: HA Construction

TYPE OF CHANGE ORDER (Check one:) Errors and Omissions Unforeseen Site Condition
Owner Authorization
Emergency

Description of Change:

The following Proposed Change Order(s) are incorporated into the Contract by reference:

Ref. # Summary Description:

Amount:
1 The architectural drawings did not specify the removal and replacement of the four non- ADA restroom partitions within the Women's restroom. During demolition work, the Contractor submitted RFI #7 seeking clarification on whether the demolition and replacement of the four partitions was required. In response, the City directed the contractor to remove and replace the four non-ADA restroom partitions. The Contractor submitted COR #4, seeking reimbursement for this scope of work. $16,348.80

Original Contract Amount: $151,000.00
Previous Change Order(s): $33,951.09
Contract Amount Prior to this Change Order: $184,951.09 Amount of this Change Order: $16,348.80

New Contract Amount Including this Change Order: $201,299.89

Contract Time will be increased by 0 working days.

Reviewed by: GJ

12/21/23; Rev. 1 Page 1 of 2

This Change Order is hereby agreed to, accepted and approved by:

Contractor: Date:

Project Manager/Construction Manager: Date:
(for) Cyril Charles, Project Manager

City: Date:

Luis Ochoa, Sr. Community Development Analyst

City: Date:

Adriana Robles, City Engineer

City: Date:

Lisa Brinton, Director (Or Designee)

HA Construction – Duraid Mohammed
10111 Cliffwood Dr. La Mesa
Ca 91941
Phone: 916.237.6803
EM: [email protected]

Duraid Mohammed dba HA Construction
01/26/2024
04 01/26/2024

HA CONSTRUCTION QUALITY & RELEIBILITY
---------------------------------------------------------------------------------

--------------------------------------------------------------------------------------- 10111 Cliffwood Dr. La Mesa, CA 91941, USA Phone: 916-237-6803 Email: [email protected]

Project: City of Salinas Change Order 05 Contract No.: 20031 Date: 01/23/2023 From: HA Construction
To: Gelareh Jokar

Subject: Women Restroom’s Partitions
Below is the cost proposal for supplying and installing women’s restrooms Partitions. The cost includes labor and materials in addition to the expenses mentioned in the table below.

Duraid Mohammed
dba
HA Construction
Item preparation
Discription Unit $/Unit Quantity Total
A Demo
1 Remove old partitions hr 66.81 16 1,068.96$
B Construction
2 layout the plan hr 66.81 8 534.48$
3 Installing the partions hr 66.81 85 5,678.85$
7,282.29$
Materials Partitions and stalls, and all the accessories 5,600.00$ 5,600.00$
Tax 8% 448.00$
6,048.00$
Admin %15 Profit Tax %7.5 Total L+ M

0.15 0.23 7.5%
1,092.34$ 1,926.17$ 144.46$ 16,348.80$
Request 4-R2
Reviewed and costs was negotiated with the contractor.
(CSG/01.25.2024)
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$5,600.00
10111 Cliffwoos Dr

LA
Mesa, CA 91941

PERFORMANCE SPOTLIGHT
SCRC: Hard to Scratch. Easy to Clean.

The proof is in the testing. SCRC offers the performance you need for high traffic and vandal-prone restrooms. 5 out of 6 marks removed Zero scratches under 6 kg of weight The ASTM D 6578 graffiti resistance test consists
of preparing material samples with marks from
six staining agents. After 24 hours, the marks are
cleaned until they are removed.

Five out of six marks were removed from SCRC.

In the ASTM D 2197 scratch resistance test procedure,
weights up to 10 kg (22 lbs) are added to a scraper
and a material sample is dragged beneath the scraper.

When a scratch occurs, the weight is recorded.

SCRC did not scratch with 6 kilograms of weight.

SCRC minor edge nicks and random color variations are normal consequences of manufacturing material containing natural ﬁbers. Material can vary in color between thicknesses and production batches.

Trespa is a registered trademark of Trespa International BV. (SCRC) Golden Khaki Desert Beige
SCO1 SC02
Terra Cotta Forest Green
SC03 SC04

SOLID COLOR REINFORCED COMPOSITE (SCRC)

STANDARD COLORS & PATTERNS

SPECIFICATION
Height: 58" (1473mm) Doors and Panels with 12" (305mm) Floor Clearance

MATERIAL
Stiles* — 3/4" (19mm) thick, SCRC with Gra ffitiOff ™ surface thermoset and integrally fused into one homogenous piece. Surface, edge, core are to be the same color. *Stiles for 1096 Series ﬂoor-to-ceiling anchored units have a leveling device at each end.

Standard Size Stiles:
• For compartments — 3", 4", 5", 6", 7", 8", 10", 12", 16", 18", 20", or 24" (76, 102, 127, 152, 179, 203, 254, 305, 406, 457, 508, 610mm) wide. • For screens — 6" (152mm) wide.
• Floor-anchored — 69" (1753mm) high.
• Overhead-braced — 83" (2108mm) high.
• Floor-to-ceiling anchored — Up to 120" (3048mm) ceiling height. • Ceiling-hung — 83" (2108mm) high for 96" (2438mm) ceilings or as required up to 120" (3048mm) ceilings.

Panels — 1/2" (13mm) thick, SCRC with Gra ffitiOff ™ surface thermoset and integrally fused into one homogeneous piece. Surface, edge, core are to be the same color.

Standard Size Panels:
• For compartments — Up to 84" (2134mm) wide; 58" (1473mm) high.

Urinal Screens — 1/2" (13mm) thick, SCRC with GraffitiOff ™ surface thermoset and integrally fused into one homogeneous piece. Surface, edge, core are to be the same color.

Standard Size Urinal Screens:
• For wall-hung screens — Up to 24" (610mm) wide; 42" to 54" (1067 to 1372mm) high.
• For ceiling-hung, ﬂoor anchored and post-to-ceiling screens — Up to 60" (1524mm) wide; 58" (1473mm) high.

Doors — 3/4 " ( 1 9 m m ) t h i c k , S C R C w i t h G raffitiOff surface thermoset and integrally fused into one homogeneous piece. Surface, edge, core are to be the same color.

Standard Size Doors:
• Inswing and outswing doors are standard 22" to 37" (559 to 940mm) wide; 58" (1473mm) high.

Edges SCRC is a natural material comprised of wood chips, dyes and resins with a melamine surface. Edges lack a melamine surface and may discolor in environments with signiﬁcant UV lighting. Discoloration of edges, should it occur, is not covered under warranty.

Posts (for 1093 Series screens only) — 1 1/4" (32mm) square tubing; 18-8, Type-304, 18-gauge (1.2mm) stainless steel with satin ﬁnish. Floor and ceiling connections are constructed of 18-8, Type-304, heavy-gauge stainless steel.

Furnished in 120" (3048mm) lengths; to be cut in ﬁeld to job speciﬁcations.

Standard Size Post:
• For 1093 Series post-to-ceiling screens only. 1 1/4" (32mm) square. 120" (3048mm); cut to required height in ﬁeld.

Headrail (for 1092 Series compartments only) — Extruded anodized aluminum.

Enclosed construction with sloping top. Face has raised grip-resistant edge.

Designer’s Notes:
• Headrails with integral curtain tracks and hooks are available for compartments without doors. Optional vinyl curtains are available.

Wall Posts — 1" by 1 1/2" (25 by 38mm) wide tubing; 18-8, Type-304, 16-gauge (1.6mm) stainless steel with satin-ﬁnish. 58" (1473mm) high, pre-drilled for door hardware.

TOP VIEW OF 1092 (BARREL HINGE AND STANDARD BRACKET) INSTALLATION.

COMMERCIAL HARDWARE (STANDARD)
Hinges, door latch, door keepers, clothes hooks, mounting brackets and door handles are constructed of 18-8, Type-304, heavy-gauge stainless steel with satin ﬁnish.

Threaded inserts are factory installed for securing hinges and door latch. Theft-resistant, stainless steel pin-in-head, torx screws are furnished for door hardware and all mounting brackets. Mounting screws for stile to panel bracket, latch keeper, and coat hook connections are through-bolted.

Balanced hinge is adjustable to hold door of unoccupied toilet compartment partially open or fully closed.

Toilet compartment door is locked from inside by sliding door latch into keeper. A locked compartment may be opened from outside by lifting door to disengage latch from keeper. Track of door latch prevents inswing door from swinging out beyond stile; on outswing door, the door keeper prevents it from swinging in beyond stile. Door handles and latch have operable parts that are operable with one hand and do not require tight grasping, pinching, or twisting of the wrist; and comply with ADA Sections 404.2.7 and 309.4. The force required to activate the operable parts shall be 5 pounds (22.2N) maximum. Black rubber bumper on the latch serves as door bumper for inswing door. #1040-42 LATCH ASSEMBLY
1040-35 KEEPER,

INSWING
1040-36 KEEPER,

OUTSWING
1040-39

PERPENDICULAR
ANCHORING DEVICE:

Leveling Device — 3/16" (5mm) thick, corrosionresistant, chromate- treated, double zinc-plated steel angle leveling bar bolted to stile; furnished with 3/8" (10mm) diameter threaded rods, hex nuts, lock washers, ﬂat washers, spacer sleeves, expansion anchors, and shoe retainers.

Shoe — 18-8, Type-304, 22-gauge (0.8mm) stainless steel with satin ﬁnish; 4" (102mm) high. *Stiles for 1086 Series ﬂoor-to-ceiling anchored have a leveling device at each end.
#1002701 FLOOR ANCHOR
#1040-56 WALL

MOUNTED KEEPER

INSWING
#1000869 COAT
HOOK
The illustrations and descriptions herein are applicable to production as of the date of this Technical Data Sheet. 1090 Revised 7/19/23 The manufacturer reserves the right to, and does from time to time, make changes and improvements in designs and dimensions. © 2023 by Bobrick Washroom Equipment, Inc Door Remain Open
15 Degrees
3"
(76mm)
3 1/2"
(89mm)
1 1/2"
(38mm)
Door Normal
Closed Position
Door Beyond
Closed Position
#1002330

BARREL HINGE SET, L
#1002331

BARREL HINGE SET, J
#1002156
Hinge Cam
#1002491
1/4-20 x 1/2" (M6-1 x13mm)
Pin-in-Head Torx Screw
3 1/2"
(89mm)
3"
(76mm)
1 1/2"
(38mm)

CAM SETTINGS
Alignment Tab
Hinge Cam
Alignment Tab
Hinge Cam
Alignment Tab
Hinge Cam
#1000282
Alcove Bracket
(1/2" Panel to 3/4" Stile)
#1000351
L-Bracket
(Panel to Corner Stile)
#1000972
U-Bracket
(Panel to Perp. Stile)
#1000974
Y-Bracket
(Stile to Wall)
#1000975
F-Bracket
(Panel to Wall)
#1002499
#12 x 7/16" Pin-in-Head Torx Screw
(M5.5 x 11mm)
#1002495
#12 x 2" Pin-in-Head Torx Screw
(M5.5 x 50mm) Wall Screw
2"
(51mm)
1"
(25mm)
2 3/4"
(70mm)
2 1/2"
(64mm)
1 3/8"
(35mm)
3"
(76mm)
1/4"
(6mm)
2"
(51mm)
1/2"
(13mm)
1 5/8"
(41mm)
1/2"
(13mm)
1 3/4"
(44mm)
#1002664
#10-24 x3/8" Button Head
Torx Screw (to attach to sex-bolt
fastener through 1/2" panel)
#1002665
#10-24 x 5/8" Button Head
Torx Screw (to attach to sex-bolt
fastener through 3/4" stiles)
#1002666
#10-24 Pin-in-Head Sex Bolt,
1/4" Diameter, 1/2" Barrel
(fastener for all through-
bolted locations)
#1002331

BARREL HINGE SET, J
#1002330

BARREL HINGE SET, L

CAM SETTINGS
Hinges are constructed of 18-8, Type-304, heavy-gauge
stainless steel with satin ﬁnish. Threaded inserts are factory installed for securing hinges. Theft-resistant, stainless steel pin-in-head, torx screws are furnished for door hardware.

Balanced hinge is adjustable to hold door of unoccupied toilet compartment partially open or fully closed.

BRACKETS (STANDARD):

The illustrations and descriptions herein are applicable to production as of the date of this Technical Data Sheet. 1090 Revised 7/19/23 The manufacturer reserves the right to, and does from time to time, make changes and improvements in designs and dimensions. © 2023 by Bobrick Washroom Equipment, Inc 58"
(1473mm)
70"
(1778mm)
21"
(533mm)
25"
(635mm)
18"
(457mm)
58"
(1473mm)
23"
(584mm)
23"
(584mm)
18"
(457mm)
12"
(305mm)
85-1/ 4"
(2166mm)
58"
(1473mm)
12"
(305mm)
21"
(533mm)
25"
(635mm)
18"
(457mm)
58"
(1473mm)
23"
(584mm)
23"
(584mm)
18"
(457mm)
Headrail (Overhead-Braced)
Wall Bracket
Stile
Headrail
(cross section)
#1000375
Curtain Track
Pan Head
Phillips Screw
#1000937
#1000833
Curtain Carrier Hook
(7 per entrance)
Headrail
1091 SERIES FLOOR ANCHORED
1092 SERIES OVERHEAD-BRACED
Headrail Installation Detail
STANDARD:
#1091 - Barrel Hinge and Standard Bracket
MODEL OPTIONS:
#1091.67 - Continuous Hinge and Continuous Bracket
#1091.67D - Continuous Hinge and Standard Bracket
#1091.67P - Barrel Hinge and Continuous Bracket
Front View Side View
GAPLESS MODEL OPTIONS:
#1091G - Gapless, Barrel Hinge and Standard Bracket
#1091G.67 - Gapless, Continuous Hinge and Continuous Bracket #1091G.67D - Gapless, Continuous Hinge and Standard Bracket #1091G.67P - Gapless, Barrel Hinge and Continuous Bracket STANDARD:
#1092 - Barrel Hinge and Standard Bracket
MODEL OPTIONS:
#1092.67 - Continuous Hinge and Continuous Bracket
#1092.67D - Continuous Hinge and Standard Bracket
#1092.67DDS - Continuous Hinge, Standard Bracket and Door Stop #1092.67DS - Continuous Hinge, Continuous Bracket and Door Stop #1092.67P - Barrel Hinge and Continuous Bracket
GAPLESS MODEL OPTIONS:
#1092G - Gapless, Barrel Hinge and Standard Bracket
#1092G.67 - Gapless, Continuous Hinge and Continuous Bracket #1092G.67D - Gapless, Continuous Hinge and Standard Bracket #1092G.67DDS - Gapless, Continuous Hinge, Standard Bracket and Door Stop #1092G.67DS - Gapless, Continuous Hinge, Continuous Bracket and Door Stop #1092G.67P - Gapless, Barrel Hinge and Continuous Bracket Front View Side View
Curtain Track Installation Detail

Mounting brackets are constructed of 18-8, Type-304, heavy-gauge stainless steel with satin ﬁnish: one-piece, full-height U-channels and angle brackets are 18 gauge (1.2mm). U-channels secure panels to stiles, and angle brackets secure panels and stiles to walls. Theft-resistant, stainless steel pin-in-head, torx screws are furnished for U-channels, Z-bracket and angle brackets.

Mounting screws for stile to panel bracket is through-bolted. #1002921
Right-Hand Inswing
or Left-Hand Outswing
CONTINUOUS .67 HINGES (OPTION):

Hinges are constructed of 18-8, Type-304, heavy-gauge stainless steel with satin ﬁnish: one-piece, full-height hinge is 16 gauge (1.6mm); Theft-resistant, stainless steel pin-in-head, torx screws are furnished for door hardware. Doors are equipped with a gravity type self-closing hinge. Threaded inserts are factory installed to secure door hinge. The continuous hinge (.67 option) depends on the weight of the door to return the hinge to its closed position, which may result in door slamming. #1002920
Left-Hand Inswing or
Right-Hand Outswing HINGE CAM MAINTENANCE:

Cleaning and lubricating hinge is required to avoid
failure of hinge mechanism. Must use a Teﬂon
type based lubricant such as Tri-Flow Superior
Lubricant with P.T.F.E. It is not recommended to
use machine oil or WD-40 which will collect dust
and dirt.

Refer to Bobrick installation instructions packed with each shipment. Also available on bobrick.com. Form No. 1090-69.

NOTES:

1. Ceiling-hung and ﬂoor-to-ceiling toilet compartments require structural members (not furnished by Bobrick) in ceiling. For suggested types of ceiling support systems, see Bobrick Advisory Bulletin TB-32.

2. Wall backing is required to secure the mounting brackets of panels, stiles, and wall posts. For suggested wall backing, see Bobrick Advisory Bulletin TB-46.

3. Floor-anchored stiles are furnished with expansion shields and threaded rods. The expansion shields require minimum 2'' (50mm) penetration into minimum 3'' (75mm) thick structural concrete.

4. Bobrick stainless steel partition-mounted washroom accessories are available for mounting in panels between two compartments. See current Bobrick Catalog for description of accessories. Cutouts in panels can be pre-cut for Bobrick models at factory if location and size of all cutouts and Bobrick model numbers are furnished at time of order.

5. When the hinge cam has been set at the desired free resting position, "either closed or open" the top of the affixed components will be aligned.

GUARANTEE:

Bobrick toilet partitions including all hardware and mounting brackets are guaranteed to be free from defects in material and workmanship for a period of one year from date of purchase. Any products returned to Bobrick under this guarantee will be repaired or replaced at no charge. 25-Year Warranty: Bobrick extends a twenty-ﬁve-year limited warranty from date of purchase for SierraSeries Solid Color Reinforced Composite (SCRC) partition panels, doors, and stiles against breakage, delamination and corrosion when materials are properly installed, and normally used.

SPECIFICATION:

Water- and Fire-Resistant, Solid Color Reinforced Composite (SCRC) ____________________ (insert one product application:
toilet partition, dressing compartment, shower divider, urinal screen) shall be _______________ (insert one series: ﬂoor-anchored, overhead-braced, post-to-ceiling, wall-hung, ﬂoor-to-ceiling anchored, ceiling-hung) ____________________ (insert one series for Gap-Free: ﬂoor-anchored, overhead-braced, ﬂoor-to-ceiling anchored, ceiling-hung). Stiles, panels and doors shall be constructed of SCRC with GraffitiOff surface thermoset and integrally fused into one homogeneous piece. Surface, edges and core are to be same color. SCRC material shall be covered by a 25-year limited warranty against breakage, corrosion, and delamination. Stiles and doors shall be 3/4" (19mm) thick; panels shall be 1/2" (13mm) thick. All units shall meet ICC and NFPA Class B or UBC Class II, ASTM E 84 Fire-Resistance Standards. Stiles shall have leveling device that is concealed by a one-piece, Type-304, satin-ﬁnish stainless steel shoe that is 4" (102mm) high. Stiles, panels and doors shall be __________ (insert color name and number from current Bobrick Toilet Partition catalog). Headrails for overhead-braced compartments shall be anodized aluminum with satin ﬁnish.

All door hardware and mounting brackets shall be Type-304 stainless steel with satin ﬁnish. All doors shall be supplied with two hinges. Threaded inserts shall be factory installed for securing door hinges and latches. Theft-resistant, stainless steel pin-in-head Torx screws shall be furnished for door hardware and all mounting brackets. Through bolts shall be used for securing latch keeper, clothes hook and panel-to-stile brackets. Doors shall be equipped with a self-closing hinge. Hinges shall be adjustable to hold doors of unoccupied compartments partially open or fully closed. Hinges shall allow locked compartment to be opened in emergency from outside by lifting door to disengage latch from keeper. A clothes hook shall be furnished for each door. *To specify Gapless door and stile option, add suffix “G” to series number. Example: specify 1092G. **To specify Continuous hardware, replace end of speciﬁcation paragraph with: .67 option All door hardware, U-channels, and angle brackets shall be Type-304 stainless steel with satin ﬁnish: one-piece, full-height hinges shall be 16 gauge (1.6mm); one-piece door keeper shall be 11 gauge (3.2mm); one-piece, full-height U-channels and angle brackets shall be 18 gauge (1.2mm). U-channels shall be furnished to secure panels to stiles, and angle brackets furnished to secure panels and stiles to walls. Theft-resistant, stainless steel pin-in-head, Torx screws shall be furnished for door hardware, U-channels, and angle brackets. Through bolts shall be used for securing latch keeper and panel-to-stile brackets. Threaded inserts shall be factory installed to secure all door hinges and latches. _________________ (insert one: Toilet Partitions, Dressing Compartments, Shower Dividers, Urinal Screens, Entrance Screens) shall be ____________________ Series (insert series number) of Bobrick Washroom Equipment, Inc., Clifton Park, New York; Jackson, Tennessee; Los Angeles, California; Bobrick Washroom Equipment Company, Scarborough, Ontario; Bobrick Washroom Equipment Pty. Ltd., Australia; and Bobrick Washroom Equipment Limited, United Kingdom.

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 05

12/21/23; Rev. 1 Page 1 of 2
Date: 01/26/2024
Project: Natividad Creek Park Restroom Rehabilitation Project Change Order #: 05

Owner: CITY OF SALINAS
Contractor: HA Construction

TYPE OF CHANGE ORDER (Check one:) Errors and Omissions Unforeseen Site Condition
Owner Authorization
Emergency

Description of Change:

The following Proposed Change Order(s) are incorporated into the Contract by reference:

Ref. # Summary Description:

Amount:
1 The Contractor submitted RFI #6 for water leakage in the women's restroom, that was found to originate from the exterior wall. In response, the architect requested, and the City directed the Contractor to install a compacted, graded swale as per the details outlined in the sketch per the architect's RFI #6 response. Contractor submitted COR #5 requesting reimbursement for this work.

$7,401.94

Original Contract Amount: $151,000.00
Previous Change Order(s): $50,299.89
Contract Amount Prior to this Change Order: $201,299.89 Amount of this Change Order: $7,401.94

New Contract Amount Including this Change Order: $208,701.83

Contract Time will be increased by 0 working days.

Reviewed by: GJ

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 05

12/21/23; Rev. 1 Page 1 of 2

This Change Order is hereby agreed to, accepted and approved by:

Contractor: Date:

Project Manager/Construction Manager: Date:
(for) Cyril Charles, Project Manager

City: Date:

Luis Ochoa, Sr. Community Development Analyst

City: Date:

Adriana Robles, City Engineer

City: Date:

Lisa Brinton, Director (Or Designee)

HA Construction – Duraid Mohammed
10111 Cliffwood Dr. La Mesa
Ca 91941
Phone: 916.237.6803
EM: [email protected]

Duraid Mohammed dba HA Construction
01/26/2024
01/26/2024

HA CONSTRUCTION QUALITY & RELEIBILITY
---------------------------------------------------------------------------------

--------------------------------------------------------------------------------------- 10111 Cliffwood Dr. La Mesa, CA 91941, USA Phone: 916-237-6803 Email: [email protected]

Project: City of Salinas Change Order 03 Contract No.: 20031 Date: 01/22/2023 From: HA Construction
To: Gelareh Jokar

Subject: Building Side Moisture Pathway
Below is the cost proposal Building Side Moisture Pathway for the Women; s restrooms . The cost includes labor and materials in addition to the expenses mentioned in the table below.

Duraid Mohammed
dba
HA Construction
Item preparation
Discription Unit $/Unit Quantity Total
A Demo
1 Clean up the surfce from the grass hr 84.67 16 1,354.72 $ B Construction
2 layout the plan hr 84.67 4 338.68 $
3 Digging the pathway hr 84.67 32 2,709.44 $
4 Compacting the grade hr 84.67 8 677.36 $
5,080.20 $
Materials
1 Compator hr 25 8 200.00 $
Tax 8% 16.00 $
216.00 $
Admin %15 Profit Tax %7.5 Total L+ M

0.15 0.23 7.5%
762.03 $ 1,343.71$ 100.78 $ 7,401.94$
2 Reviewed and costs are acceptable
(CSG/01.24.2024)
ok
ok
ok
ok
ok
#5
Request #5

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 06

12/21/23; Rev. 1 Page 1 of 2
Date: 02/12/2024
Project: Natividad Creek Park Restroom Rehabilitation Project Change Order #: 06

Owner: CITY OF SALINAS
Contractor: HA Construction

TYPE OF CHANGE ORDER (Check one:) Errors and Omissions Unforeseen Site Condition
Owner Authorization
Emergency

Description of Change:

The following Proposed Change Order(s) are incorporated into the Contract by reference:

Ref. # Summary Description:

Amount:
1 Per City’s request to add Graffiti Coating on all interior and exterior walls, the Contractor submitted COR #6 requesting reimbursement for this work $8,467.61

Original Contract Amount: $151,000.00
Previous Change Order(s): $54,904.63
Contract Amount Prior to this Change Order: $205,904.63 Amount of this Change Order: $8,467.61

New Contract Amount Including this Change Order: $214,372.24

Contract Time will be increased by 3 working days.

Reviewed by: GJ

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 06

12/21/23; Rev. 1 Page 1 of 2

This Change Order is hereby agreed to, accepted and approved by:

Contractor: Date:

Project Manager/Construction Manager: Date:
(for) Cyril Charles, Project Manager

City: Date:

Luis Ochoa, Sr. Community Development Analyst

City: Date:

Adriana Robles, City Engineer

City: Date:

Lisa Brinton, Director (Or Designee)

HA Construction – Duraid Mohammed
10111 Cliffwood Dr. La Mesa
Ca 91941
Phone: 916.237.6803
EM: [email protected]

2/12/2024
2/12/2024

HA CONSTRUCTION QUALITY & RELEIBILITY
---------------------------------------------------------------------------------

--------------------------------------------------------------------------------------- 10111 Cliffwood Dr. La Mesa, CA 91941, USA Phone: 916-237-6803 Email: [email protected]

Project: City of Salinas Change Order 06 Contract No.: 20031 Date: 01/24/2024 From: HA Construction
To: Gelareh Jokar

Subject: Anti-Graffiti Coating
Below is the cost proposal Anti-Graffiti Coating . The cost includes labor and materials in addition to the expenses mentioned in the table below.

Duraid Mohammed
dba
HA Construction
Item preparation
Discription Unit $/Unit Quantity Total
Laborer L
A Interior
1 Anti-Graffiti Coating hr 66.81 24 1,603.44 $
B Exterior
1 Anti-Graffiti Coating hr 66.81 32 2,137.92 $
3,741.36 $
Materials M Anti-Graffiti Coating No 500 24 12,000.00 $ 12,000.00 $
Tax 8% 960.00 $
12,960.00 $
Admin %15 Profit Tax %7.5 Total L+ M

0.15 0.23 7.5%
561.20 $ 989.59 $ 74.22 $ 18,252.15$

2/12/2024
. /5gal
- areas shown include 15%
wastage and 2 coats of
anti-graffiti coating
- 300 sf/gallon
- 1 painter roll 1600sf/day
3000 sf x 2
1400 sf x2
30 gals
(6) - 5 gals buckets
$3,000
$240
$3,240
ok
ok
$860.51
$64.54
$7906.41
GCs Signature:

Date:
$8,467.61
Corrected total amount
(GJ)
Reviewed and cost was negotiated with
the contractor.
(CSG/02/12/2024)
SI<YUCiH,S PE£
APIJElIl1uAf /4"41
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ROOF FRAMING PlAN
N.T.S.
26'-8"
16'-4"
SLOPE lEVEL

SURFACE
ELEClRIC II OR'1£R
IIfRROR MEN
26'-8"
R..OORPLAN
N.T.S.

PUBUC WORKS DEPARTMENT

CITY OF SALINAS

ENGINEERING DESIGN DIVISION
2".8" lRIM (STRUClURAL F;"OA)
~~():UvT'IPICAL)
KE'l'iHG SYSiEv..
4"1
S'O"
26'-8".
12' lEVEL AREA
5'-4"± -I
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26'-8"

FOUNDATION PLAN
N.T.S.

RESlROOM NO. 1 - FlNISH FlOOR ELEV. 72.00
RESTROOM NO. 2 - FINISH FlOOR ELEV. 52.JO

TE VALVE
MEN
WA1'ER + SANITARY SEWER
N.T.S.

VENT VENT
1-1/2"0 Col.

MEN
:® UGHllNG: UlIIAIlK HPGC 70 HIllE - 75 WATTS IJIllBS
LA .P. MAIN
PER sm. PLAN NO. JO.

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C.
(~~~ g"'&~W~ DETAILS) BLOO. VENT + WAfITE utES
ISOMETAlC DIAGRAM (SCHEMATIC)
2" II TEL CONDUIT
RESTROOM NO. 1

UNOERGROU
N,T.S.

BtJLDING WATER RISER
ISOMETAlC DIAGRAM (SCHEMATIC)
N.T.S.

RESTROOM-A
VENTS Sl'AlJ. CONFORM
\\Ill! PLUI.IBING COOE.
2" GATE VALVE IN
CHRISTY e-J BOX
CONSTRUCT 2"0 p,V.Co
SCH. 40 WATER UHE
.Ie CONNECT TO EXIST.
4" WATER MAIN PER
COOE.

NATIVIDAD CREEK PARK
(PHASE 2) PLUMBING LAYOUT AND MISC. DETAILS
~
~

a"xII".,1i'"
CONC BlKS.

W'AU. SUI'I'lY
fl.JJSH VAl.1IE
~
T
IT
I
14 VERllCAL REIIAR • 24" O.C ("TW. ALL BLOC!( WAUS)
14 HORIZONTAL REBAR • 24" O.C. ("TW. ALL BLOCK WALLS)
(FlU. .ALL crus 'M1H GROUT)
/" ~ ._48" O.C &.
x6'"xfl0xI10 _ CONT.

IN SLAB ("TW.)
~~~~=:E
UOISiURE BARRlER
(6 MIL THICK) "TW.
2" SAND
465 II REIIAR
(CONT.) "TW.

SECTION=--_-t-ffi..!!B!......\
'U.s. r.::::Y

SECTION
N.T.S.
.(xa.'Rnx;E BOARD ~;m'
#1 DOUGVS FIR ~
. /lOTCH TOP Ib 0 RIDGE BOARlk
@
.::;:..SEC:::=='I1ON=:..:....-_cmN.T.S. __
~: A35 0 2""
L!l"TWICAL
SECllON
N.T.s.
!>LYWOOD SHEADNG. COX 0.1'. (CCX) AT OVER HANG. 'MTH ~ COllMaN' o 6" o.c. SUPPORTED ENDS AMD 12" FIELD, UNBLOCKfO•.&
FlBERGI..ASS SHINGlE ROOF
FELT (301) AND 1/2" PLYWOOD CCX 0.1'. SHEADNG
MO!SiURE BARRlER
(6 MIL THICK) TYP.
2" SAND
415 II REBAR
(CONT.)
2-1/2"

PRECAST CONCRETE
ClJLVERT 2' fI x 4' LONG

DRINKING FOUNTAIN
< is: 4-1/2."01<6" GALV.
(HANDICAPPED ST'tlE)~

TAMPER PROOF NUTS
IN ~A~fu~T
BOLDNG PAiERN W/MANUF. ~ I
FINISH GRADE OF GED-iEXnLE _ ~
PLANDNG AREA FABRIC I- 18" -I 12'I· iii,;: SCREENED A
A34 TO RAFTER __~~~;::::::::.:: .VEN! 0 32~ O'C·.Pl
Ie TO S.B., TYP.
~~t:::~~...o;;:-.----;:::::~::-:: HJ SEISMIC DES 0 24" O.C 2- MIN.

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;::::. (P.T.)· ALT. 'MTH 5/6'" • ~2" ANCHOR BOLTS 0 48" O.C, l 3"1<6 PlATE 0.1'. (P.T.) 'MTH 5/6'" !M2" ANCHOR BOLT 0 32" O.C i START A.B.1I2" FROM ENDS OF s!u. If. MIN. 2 A.B./I'lECE. . . . BOLT 0 J2" o.c.. ~ • A _-"
JJI. (NOTCH PlATE TO SEAT RAfTER) -.. . --- .'
2-1/2
m ALT. NOTCH RAFTERS ... - --------
ALT, SIIIPSON VPA2/RAFTER. • . ", .... "" ............
.... .... EAVE DETAL
", ,
/' &. "
/ '
,/ 2"1<6" RAFTER DE "
, ' I \
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N.T.S. '----- 8"x8""6" CONe.. BU<S.
---=,~ stm.-
I EXPOSED UOUNnNG
J400 SEIRII::S 1-1/4" ("TW.)
DRAIN UNE: 1-1/2"0 SCH. 40 PVC

DFINKING FOUNTAIN DETAIL
N.T.S.

REINFORCING: #10 GA.
6"x6'" W.W.M.

I \
I \ 1----- CONCRETE
24"
I
H8GHT REOlJIRBAENTS FOR HAtDCAPPED <wHEa.CHAIR)
/,
/",--- .......

SECJ10N A-A
N.T.S.

N.T.S.

FRAilING ANCHORS (SIMPSON 1.35)
(TYPICAL)
• 0 GABlE ENOS
SOUTH 8 fYATJON
N.T.s.
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GRAB BAA
ANCHOR
N.T.S.

INSTALL 1000DFICADON snlBOL
PER CALIFORNIA NON-RESIOENnAL
DISABlED ACCESS REGULAnONS
(lIEN AN!) WOllEN ENTRANCE DOOR)
r------------------------------
RESTROOM NO. I - FIN. FLOOR ELEV.

RESTROOIoI NO. 2 - FIN. FLOOR ELEV. 52.30
EAST WEST ELEVATION
IUS.

BLOCK

REVERSEO
SCREW
6'-0·
PUBUC WORKS DEPARTMENT ..'" - -. NATIVIDAD

CREEK PARK
(PHASE 2)

RESTROOM-&'CITY OF SALINAS
ENGINEERING DESIGN OI\IISION ELEVATION AND MISC. DETAILS PLAN 342.22 sf
240.48 sf
13'-1/4"

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 07

12/21/23; Rev. 1 Page 1 of 2
Date: 02/08/2024
Project: Natividad Creek Park Restroom Rehabilitation Project Change Order #: 07

Owner: CITY OF SALINAS
Contractor: HA Construction

TYPE OF CHANGE ORDER (Check one:) Errors and Omissions Unforeseen Site Condition
Owner Authorization
Emergency

Description of Change:

The following Proposed Change Order(s) are incorporated into the Contract by reference:

Ref. # Summary Description:

Amount:
1 Per the City’s request to add a surface mount deadbolt and lock protection cover to prevent any break-ins, the Contractor submitted COR #7 requesting reimbursement for this work
$3,186.02

Original Contract Amount: $151,000.00
Previous Change Order(s): $63,372.24
Contract Amount Prior to this Change Order: $214,372.24 Amount of this Change Order: $3,186.02

New Contract Amount Including this Change Order: $217,558.26

Contract Time will be increased by 0 working days.

Reviewed by: GJ

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 07

12/21/23; Rev. 1 Page 1 of 2

This Change Order is hereby agreed to, accepted and approved by:

Contractor: Date:

Project Manager/Construction Manager: Date:
(for) Cyril Charles, Project Manager

City: Date:

Luis Ochoa, Sr. Community Development Analyst

City: Date:

Adriana Robles, City Engineer

City: Date:

Lisa Brinton, Director (Or Designee)

HA Construction – Duraid Mohammed
10111 Cliffwood Dr. La Mesa
Ca 91941
Phone: 916.237.6803
EM: [email protected]

2/12/2024
2/12/2024

HA CONSTRUCTION QUALITY & RELEIBILITY
---------------------------------------------------------------------------------

--------------------------------------------------------------------------------------- 10111 Cliffwood Dr. La Mesa, CA 91941, USA Phone: 916-237-6803 Email: [email protected]

Project: City of Salinas Change Order 07 Contract No.: 20031 Date: 01/24/2024 From: HA Construction
To: Gelareh Jokar

Subject: Installing the locker armor
Below is the cost proposal Anti-Graffiti Coating. The cost includes labor and materials in addition to the expenses mentioned in the table below.

Duraid Mohammed
dba
HA Construction
Item preparation
Discription Unit $/Unit Quantity Total
A Installation
1 Installing the locker armor hr 66.81 8 534.48$
534.48$
Materials Fabricating the Locker armor No 750 3 2,250.00$ 2,250.00$
Tax 8% 180.00$
2,430.00$
Admin %15Profit Tax %7.5 Total L+ M

0.15 0.23 7.5%

80.17 $ 141.37$ 10.60 $ 3,186.02$
Based on:
- contractor to provide equal or higher gauge
material as the existing for the armor assembly.
- painting to match adjacent finish included
- lock assembly to have handle for exiting at
the interior
- City RAP approval prior to fabrication

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 08

12/21/23; Rev. 1 Page 1 of 2
Date: 02/08/2024
Project: Natividad Creek Park Restroom Rehabilitation Project Change Order #: 08

Owner: CITY OF SALINAS
Contractor: HA Construction

TYPE OF CHANGE ORDER (Check one:) Errors and Omissions Unforeseen Site Condition
Owner Authorization
Emergency

Description of Change:

The following Proposed Change Order(s) are incorporated into the Contract by reference:

Ref. # Summary Description:

Amount:
1 Per the City’s request to submit a separate COR for the roof repair material, the Contractor submitted COR #8 requesting reimbursement for the material only. $2,797.20

Original Contract Amount: $151,000.00
Previous Change Order(s): $66,558.26
Contract Amount Prior to this Change Order: $217,558.26 Amount of this Change Order: $2,797.20

New Contract Amount Including this Change Order: $220,355.46

Contract Time will be increased by 0 working days.

Reviewed by: GJ

FINAL CHANGE ORDER
City of Salinas
CHANGE ORDER 08

12/21/23; Rev. 1 Page 1 of 2

This Change Order is hereby agreed to, accepted and approved by:

Contractor: Date:

Project Manager/Construction Manager: Date:
(for) Cyril Charles, Project Manager

City: Date:

Luis Ochoa, Sr. Community Development Analyst

City: Date:

Adriana Robles, City Engineer

City: Date:

Lisa Brinton, Director (Or Designee)

HA Construction – Duraid Mohammed
10111 Cliffwood Dr. La Mesa
Ca 91941
Phone: 916.237.6803
EM: [email protected]

2/12/2024
2/12/2024

HA CONSTRUCTION QUALITY & RELEIBILITY
---------------------------------------------------------------------------------

--------------------------------------------------------------------------------------- 10111 Cliffwood Dr. La Mesa, CA 91941, USA Phone: 916-237-6803 Email: [email protected]

Project: City of Salinas Change Order 05 Contract No.: 20031 Date: 02/12/2024 From: HA Construction
To: Gelareh Jokar

Subject: Materials for the Defective Roof Fix
Below is the cost proposal of Materials for the Defective Roof Fix. The cost includes materials in addition to the expenses mentioned in the table below.

Duraid Mohammed
dba
HA Construction
Discription Unit $/Unit Quantity Total
A
Re Roofing Materials
2x4x 16 lumber no 8 15 120.00$
2x6x 16 lumber no 15 15 225.00$
2x8x 16 Lumber no 10 17 170.00$
4x8 OSB Sheathing Groved no 55 35 1,925.00$
nails/screws Ib 10 15 150.00$
2,590.00$
Tax 8% 207.20$
2,797.20$
Admin %15 Profit Tax %7.5 Total L + M + OC

0.15 0.23 7.5%
- $ - $ - $ 2,797.20$ Other Cost OC
Reviewed.
(CSG/02/12/2024)

Salinas City CouncilMarch 12, 2024

Salinas City Council
March 12, 2024