Manteca City Council
October 6, 2026

City of Manteca .Change Order Change Order No. 01
Project Name: Woodward Park Restroom Relocation Approval Date:
and Improvements
Project Manager: Michael Rosales CIPNo. 24086
Project Suarez & Munoz Construction, Inc. Contractor: Contract No: C2025-130 It is agreed to modify the Contract referred to above as follows:

CPR DESCRIPTION OF CHANGES CHANGE IN CHANGE IN

CONTRACT PRICE CONTRACT TIME
PCO-1 Upsize Irrigation Main Line $8,918.37 0days
PCO-2 Sewer Tie-In Design Changes - Manhole $53,923.63 5 days PCO-3 Locate existing Electrical Conduit from $3,844.45 0days buried Christy Box PCO-4 New trench drain and storm drain pipe $13,616.46 3 days PCO-5 Fence revisions per updated drawings $2,439.60 3 days PCO-6 Credit for Line 2 Electrical Trenching ($52,272.00) 0days PCO-7 Relocation of Utilities from new
restroom $5,173.09 0days
PCO-8 Added Truncated domes and move stub $2,500.00 0days I

ATTACHMENT 3
** Note - Contract price on contract 2025-130 (Page 1) indicated $697,000 and should have been $679,000 (Page 10 of contract) as shown below. see original bid forms.

It is agreed to modify the Contract referred to above as follows:
a.
et ncrease
c. Revised Contract Amount + ill hange Orders: a +b = c d. Contract Time (Final Completion) Prior to this Change Order (Calendar Days):
e. et Increase ecrease o this
ime with a
(Calendar Days): (d + e = f)
rder:
hanges
$679,000.00
$38,143.60
$717,143.60
180 days
11 days
191 days
Change order to be accomplished in accordance with the terms, stipulations, and conditions of the original contract.

Rlckylvt 8/24/26
Approved by Contractor: Date
Recommended for Approval: Date
08/24/2026
Recommended for Approval: Date
City Project Manager
Approved by: Date
City Representative
Date

ATTACHMENT 3
co
smc
Suarez & Munoz Construction, Inc.

General Engineering and Landscape Contractors
2490 American Ave., Hayward, CA 94545-1155
Lie. No. 873996, Class A, B, CS, C27
(510) 782-6065
(510) 782-6078 FAX
PCO 01 - Upsize Irrigation Main Line Pipe per RFI #01 Response Date: September 24, 2025
Project: Woodward Park Restroom Relocation - CIP 24086
To: City of Manteca
Attn: Michael Rosales
Item Description
Upsize Irrigation Main Line Pipe per RFI
1 #01 Response
Inclusions:

Quantity
1 Upsize Irrigation Main Line Pipe per RFI #01 Response Units
LS
Unit Price Extension
$8,918.37 $ 8,918.37
Total $ 8,918.37
Upsized Pipe & Fittings from 2" as shown on drawings to 8" per field conditions to re-route existing Irrigation Pip, Exclusions:

Permits & Fees
If you have any questions or need any further information please give me a call at (510) 782-6065.

Thank you,
b & C , Joo.

Ricky Munoz
Project Manager
510-77 4-1541
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
CONTRACT NO.-'C_IP_2-"-4_08"'"6 ___________
_
WORK PERFORMED BY Suarez & Munoz Construction, Inc.

DESCRIPTION OF WORK Upsize Irrigation Main Line Pipe to Match Existing "1UUl'<LT
P.C.O.NO.

TO DATE ___________ _
CONTRACTOR JOB NO. ------------ 25-016
DATE PERFORMED_T_B_D _________ _
DATE OF REPORT ------------ 9/24/2025
t1UUl<LT
ID.NO. EQUIPMENT HOURS RATE EXTENDED AMOUNTS P.R.# LABOR HOURS RATE EXTENDED AMOUNTS $ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$
$ $
$ $
$ $
$ $
$ $
$ $
Eauioment Sub Total $ $
$
Materials $
SiteOne Invoices (See Attached) 1.00 $ 7,807.54 $ 7,807.54 $ Credit for 2" PiDe & Fittinas Der Bid 1.00 -185.00 $ (185.001 $ $
$ $
$ $
$ $
Materials Sub Total $ 7,622.54 $
Equipment & Materials Sub Total $ 7,622.54 Sub Total $0.00 Subcontractor
DESCRIPTION UNIT UNIT COST EXTENDED AMOUNTS LABOR SURCHARGE • (SEE SPECIAL PROVISIONS) 27.00% $0.00 SUBSISTANCE ---- NO. -- @$
$ TRAVEL EXPENSE ---- NO. -- @$
$ OTHER
$
Subcontractor Sub Total $0.00 TOTAL COST OF LABOR A $0.00 TOTAL COST OF MATERIAL & EQUIPMENT B $7,622.54
TOTAL COST OF SUBCONTRACTORS C $0.00
15% MARKUP ON LABOR COST (SEE CONTRACT) (A) $0.00

CONTRACTOR'S REPRESENTATIVE
15% MARKUP ON EQUIPMENT & MATERIAL (B) $1,143.38
5% Mark-up on Subcontractors (C) $0.00
2% Bonds (D) $152.45

RESIDENT ENGINEER/ INSPECTOR
TOTAL THIS REPORT $8,918.37
ATTACHMENT 3
0SiteDneLANDSCAPE SUPPLY
Stronger together
300 Colonial Center Pkwy, Suite 550
Roswell, GA 30076-4883
BILL TO:

SUAREZ & MUNOZ CONSTRUCTION
2490 AMERICAN AVE
HAYWARD CA 94545-1810
1 ,440 ft used for Red
(9x160 ft)
160 ft used for White PO# SHIP VIA
160 ft used for Black 25.016 BRANCH DISPATCH
I
TERMS
I \
4 % 15TH PROX PLUS 60
\
LN ITEM#\ DESCRIPTION
1 UF WIRE RED 14 GAUGE 1 CONDUCTOR 141RED2500 2,500 FT. (PRICED PER FT.) 2 141WHT2500 UF WIRE WHITE 14 GAUGE 1 CONDUCTOR
2 500 FT. (PRICED PER FT.)
3 141BLK2500 UF WIRE BLACK 14 GAUGE 1 CONDUCTOR
2,500 FT. (PRICED PER FT.)

NOS PRO-SPEC VALVE BOX RECTANGLE
4 314PBCBR 14 IN. X 19 IN. X 12 IN.H PURPLE

BOX/PURPLE LID OVERLAPPING RW
5 6
7 W/BOLT

KING INNOVATIONS GARDNER BENDER
GTP-607 3/4 IN. X 60 FT. BLACK ELECTRICAL TAPE
7 MIL.
820240 T.B.S. MACHINED NIPPLE SCH 80 PVC 2 IN.

X24 IN. TBE
100033778 BASALITE SAKRETE CONCRETE MIX 80
LB. (42 BAG/PALLET)
PLEASE REMIT PAYMENT TO:

SITEONE LANDSCAPE SUPPLY, LLC
24110 NETWORK PLACE
CHICAGO, IL 60673-1241
DEDUCT CASH DISCOUNT OF 66.10 IF PAID BY 12/15/25
CUSTOMER SIGNATURE:

QTY
ORDER
2500
2500
2500
4 10
1 20

SALES INVOICE
CUSTOMER# INVOICE#
718660 158469614-001

INVOICE DATE DUE DATE
09/16/2025 12/15/2025
LOCAL BRANCH:

MODESTO CA# 288
701 KEARNEY AVE
MODESTO, CA 95350-5715
209-526-54 71
SHIP TO:

WOODWARD SPLASH PAD (#718660-3266)
25-008 WOODWARD SPLASH PAD
710 WOODWARD AVE
MANTECA CA 95336 ,

CUSTOMER CONTACT SALES ASSOCIATE

SALVADOR MUNOZ JOSE VALENZUELA

QTY QTY

SHIP CANC
2500 0
2500 0
2500 0
4 0
10 0
1 0
20 0

PROJECT NAME

QTY NET PRICE EXT PRICE OPEN
0 0.1620 / FT S233.28�
0 0.1620 / FT $25.92�
0 0.1690 / FT $27.04�
0 58.0040 I EA 232.02
0 2.6100 I EA 26.10
0 9.3770/ EA 9.38
0 7.6290 I BG 152.58
SUBTOTAL:

SALES TAX:
$58.27
$706.32
$'1-;65r.58
$N-8":TS
$0.00
$1 ;-80+:a-1
$0.00
FREIGHT:

TOTAL:

TOTAL PAYMENT:

AMOUNT DUE: $�1
$764.59
SiteOne Landscape Supply warrants that all products conform to the description on the label. Because conditions of use, which are of critical importance are beyond our control, seller makes no warranty, expressed or implied, concerning the use of these products. No employee of the company is authorized to make any warranty or representation, expressed or implied, concerning our products. Always follow directions and carefully observe all precautions on the label or manufacturer's instructions. Products used contrary to directions may cause serious plant or personal injury. Buyer assumes all risk of use of handling whether in accordance with direction or not and accepts the products sold to them by this company on these conditions.

Note: Returns subject to 25% restock charge. Page 1 of 1 ATTACHMENT 3
t) SiteDne··

LANDSCAPE SUPPLY
ltronuer Together
300 Colonial Center Pkwy, Suite 550
Roswell, GA 30076-4883
BILL TO:

SUAREZ & MUNOZ CONSTRUCTION
2490 AMERICAN AVE
HAYWARD CA 94545-1810
ORDER# PO# SHIP VIA
158327769-001 25-016 BRANCH DISPATCH
TERMS
4% 15TH PROX PLUS 60
LN ITEM# DESCRIPTION QTY
ORDER
LEEMCO 8 PIPE TO PIPE JR RESTRAINT
1 LB-800 Item Note: 4
INCOMING: 44543545
2 817-005 1/2 PVC 45 ELL SOC SCH 80 6
3 801-420 SCH 80 PVC REDUCING TEE 4 IN. X 2 IN. 1 SOCKET 4 860-54-0108-16 HYMAX COUPLING 4 IN. RANGE 4.25 IN. -
1 5.63 IN. 260 PSI

SALES INVOICE
CUSTOMER#
718660

INVOICE DATE
09/16/2025
LOCAL BRANCH:

MODESTO CA# 288
701 KEARNEY AVE
MODESTO, CA 95350-5715
209-526-54 71
SHIP TO:

INVOICE#
158327769-001

DUE DATE
12/15/2025
WOODWARD SPLASH PAD (#718660-3266)
25-008 WOODWARD SPLASH PAD
710 WOODWARD AVE
MANTECA, CA 95336

CUSTOMER CONTACT SALES ASSOCIATE

ESTEVAN MUNOZ PAUL MENDEZ

PROJECT NAME

QTY QTY QTY NET PRICE EXT PRICE SHIP CANC OPEN
4 0 0 343.5990 I EA 1,374.40
0 0 6 4.3630 I EA 0.00
1 0 0 58.2340 I EA f;8.
0 0 1 704.4340 I EA 0.00
The Go-To App for Landscape Pros: SiteOne's mobile app makes your job easier with features designed to keep your business moving, such as real time product nventory, 24/7 ordering, time-saving tools and more. Learn more and download at SiteOne.com/Mobile.

Do you have EDI platform and would like to get the invoices electronically imported into your system? If so, please contact us at [email protected] for the next ISteps. Thank you for your business.

PLEASE REMIT PAYMENT TO:

SITEONE LANDSCAPE SUPPLY, LLC
24110 NETWORK PLACE
CHICAGO, IL 60673-1241
DEDUCT CASH DISCOUNT OF 57.31 IF PAID BY 12/15/25
CUSTOMER SIGNATURE:

SUBTOTAL:

SALES TAX:

FREIGHT:

TOTAL:

TOTAL PAYMENT:

AMOUNT DUE:
$1,432.63
$128.94
$167.54
$1,729.11
$0.00
$1,72S.11
$1,670.Bf
SiteOne Landscape Supply warrants that all products conform to the description on the label. Because conditions of use, which are of critical importance are beyond our control, seller makes no warranty, expressed or implied, concerning the use of these products. No employee of the company is authorized to make any warranty or representation, expressed or implied, concerning our products. Always follow directions and carefully observe all precautions on the label or manufacturer's instructions. Products used contrary to directions may cause serious plant or personal injury. Buyer assumes all risk of use of handling whether in accordance with direction or not and accepts the products sold to them by this company on these conditions.

Note: Returns subject to 25% restock charge. Page 1 of 1 ATTACHMENT 3
0siteDne·

LANDSCAPE SUPPLY
ltronoer Together
300 Colonial Center Pkwy, Suite 550
Roswell, GA 30076-4883
BILL TO:

SUAREZ & MUNOZ CONSTRUCTION
2490 AMERICAN AVE
HAYWARD CA 94545-1810
ORDER# PO# SHIP VIA
158225026-001 25-016 BRANCH DISPATCH
TERMS
4% 15TH PROX PLUS 60
LN ITEM# DESCRIPTION QTY
ORDER
PVC PIPE 8 IN. X 20 FT. SDR-21 (CL 200)
1 8PVC200GJ GASKET JOINT (PRICED PER FT.) 160 Item Note:

IN-STOCK
LEEMCO ELBOW 45 DEGREE BEND 8 IN.
2 SB-845B Item Note: 4
INCOMING: 44526103

LEEMCO LH-SERIES PIPE TO FITTING
3 LH-800 JOINT RESTRAINT 8 IN. 8 ................. .... .. . .

Item Note:

INCOMING: 44526103

SALES INVOICE
CUSTOMER# INVOICE#
718660 158225026-001

INVOICE DATE DUE DATE
09/12/2025 12/15/2025
LOCAL BRANCH:

RANCHO CORDOVA CA# 304
11309 FOLSOM BL VD STE A
RANCHO CORDOVA, CA 957 42-6320
916-635-1200
SHIP TO:

WOODWARD SPLASH PAD (#718660-3266)
25-008 WOODWARD SPLASH PAD
710 WOODWARD AVE
MANTECA, CA 95336

CUSTOMER CONTACT SALES ASSOCIATE

RICARDO MUNOZ PAUL MENDEZ

PROJECT NAME

QTY QTY QTY NET PRICE EXT PRICE SHIP CANC OPEN
140 20 0 15.8230 / FT 2,215.22
4 0 0 271.5780 I EA 1,086.31
8 0 0 163.2340 / EA 1,305.87
rThe Go-To App for Landscape Pros: SiteOne's mobile app makes your job easier with features designed to keep your business moving, such as real time product nventory, 24/7 ordering, time-saving tools and more. Learn more and download at SiteOne.com/Mobile.

Do you have EDI platform and would like to get the invoices electronically imported into your system? If so, please contact us at [email protected] for the next steps. Thank you for your business.

PLEASE REMIT PAYMENT TO:

SITEONE LANDSCAPE SUPPLY, LLC
24110 NETWORK PLACE
CHICAGO, IL 60673-1241
DEDUCT CASH DISCOUNT OF 184.30 IF PAID BY 12/15/25
CUSTOMER SIGNATURE:

SUBTOTAL:

SALES TAX:

FREIGHT:

TOTAL:

TOTAL PAYMENT:

AMOUNT DUE:
$4,607.40
$414.67
$350.00
$5,372.07
$0.00
$5,372.07
SiteOne Landscape Supply warrants that all products conform to the description on the label. Because conditions of use, which are of critical importance are beyond our control, seller makes no warranty, expressed or implied, concerning the use of these products. No employee of the company is authorized to make any warranty or representation, expressed or implied, concerning our products. Always follow directions and carefully observe all precautions on the label or manufacturer's instructions. Products used contrary to directions may cause serious plant or personal injury. Buyer assumes all risk of use of handling whether in accordance with direction or not and accepts the products sold to them by this company on these conditions.

Note: Returns subject to 25% restock charge. Page 1 of 1 ATTACHMENT 3
tiOMI: / AU PRODUCTS / IRRIGATION / PIPE & TUBIHG /
CRESLINE : 2PVCBE
PVC Pipe 2 in. x 20 ft. Schedule LIO Bell End
• Features bell ends for hassle-free installation
• Can withstand high temperatures and pressures
• Made from premium-grade PVC for lasting durability
::: $0.98 / Foot
In Stock at San Jose CA #307
FUl.FllUIEIIT Ol'TlON SElECTEI) Al C/IRT
ml Pick Up at San Jose
CA#307
20 +
0 Order in mu!tiples of 20
Delivery !ro.'Tl San .Jose
CA#3fJ7
Add to Cart

RETAIL PRICE
:i Add to List
ATTACHMENT 3
smc
Suarez & Munoz Construction, Inc.

General Engineering and Landscape Contractors
2490 American Ave., Hayward, CA 94545-1155
Lie. No. 873996, Class A, B, C8, C27
(510) 782-6065
(510) 782-6078 FAX
PCO 02 - Sewer Tie-In Design Changes
Date: October 8, 2025
Project: Woodward Park Restroom Relocation - CIP 24086
To: City of Manteca
Attn: Michael Rosales
Item Description
Additional Work for Sewer Tie-In to New
1 Manhole per CCD 01
2 Reduced Trenching Depth
Inclusions:

Additional Scope per CCD 01
Exclusions:

Permits & Fees
Quantity Units
1 LS
1 LS
Unit Price
$59,904.67
-$5,981.04
Total
Extension
$
$
If you have any questions or need any further information please give me a call at (510) 782-6065.

Thank you,
l & C , J11£.

Ricky Munoz
Project Manager
510-774-1541
59,904.67
-$5,981.04
53,923.63
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
pio : ------------
CONTRACT NO .... C.. IP_2c.4 ... 08""6 ___________ _ CONTRACTOR JOB NO . .;2 ... 5-.. 01..;6 _________ _ WORK PERFORMED BY Suarez & Munoz Construction, Inc. DATE PERFORMED ------------ TBD DESCRIPTION OF WORK Additional Work for Sewer Tie-In to New Manhole per CCD 01 DATE OF REPORT ... 1.. 0/.. 8/.;;20'""2 ;.;.. 5 ________ _ nVVl"\LY nVVl"\LY
ID.NO. EQUIPMENT HOURS RATE EXTENDED AMOUNTS P.R.# LABOR HOURS RATE EXTENDED AMOUNTS Manhole Work
Pickup Truck 12.00 60.00 $ 720.00 Operator 32 $128.00 $ 4,096.00 10-wheeler 24.00 120.00 $ 2,880.00 Laborer 32 $92.00 $ 2,944.00 Roller 16.00 100.00 $ 1,600.00 Laborer 32 $92.00 $ 2,944.00 Paving Machine (DAY) 1.00 6500.00 $ 6,500.00 Laborer 32 $92.00 $ 2,944.00 $ Laborer 32 $92.00 $ 2,944.00
$ Foreman 8 $100.00 $ 800.00
$ $
$ $
$ Asphalt Demo and Pave $
$ Operator 16 128.00 $ 2,048.00
$ Operator 16 128.00 $ 2,048.00
$ Laborer 16 92.00 $ 1,472.00
$ Laborer 16 92.00 $ 1,472.00
$ Laborer 16 92.00 $ 1,472.00
$ Foreman 4 100.00 $ 400.00
$ $
$ $
Equipment Sub Total $ 11 700.00 $
$
Materials $
Oldcastle 1.00 $ 4,076.48 $ 4,076.48 $
Manhole Box and Road Plate Cover 1.00 $ 4,001.98 $ 4,001.98 $ - Asphalt 27.00 95.00 $ 2,565.00 $
Underqround Reoublic Quote 1.00 1219.86 $ 1,219.86 $
15% RestockinQ Fee for 1.5' Water PiPe Return 1.00 -186.94 $ (186.94) $ Concrete for MH Base (CY) 1.00 220.00 $ 220.00 $
$
$
$
Materials Sub Total $ 11,896.38 $
Equipment & Materials Sub Total $ 23,596.38 Sub Total $25,584.00 Subcontractor
DESCRIPTION UNIT UNIT COST EXTENDED AMOUNTS LABOR SURCHARGE - (SEE SPECIAL PROVISIONS) $0.00 SUBSISTANCE ---- NO. -- @$
Exoress Sawcut 1 $ 2,209.00 $ 2,209.00 TRAVEL EXPENSE ---- NO. -- @$ $ OTHER
$
Subcontractor Sub Total $2,209.00 TOTAL COST OF LABOR A $25,584.00 TOTAL COST OF MATERIAL & EQUIPMENT B $23 596.38
TOTAL COST OF SUBCONTRACTORS C $2,209.00
15% MARKUP ON LABOR COST (SEE CONTRACT) (A) $3,837.60

CONTRACTOR'S REPRESENTATIVE
15% MARKUP ON EQUIPMENT & MATERIAL (8) $3,539.46
5% Mark-up on Subcontractors (C) $110.45
2% Bonds (D) $1 027.79

RESIDENT ENGINEER/ INSPECTOR
TOTAL THIS REPORT $59,904.67
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
P.C.O.NO.

TO DATE ___________
_
CONTRACT NO . ..aC.;;.

IP..a2a.a4.a.a
08;.a;6 ___________ _ CONTRACTOR JOB NO. ------------ 25-016 WORK PERFORMED BY Suarez & Munoz Construction, Inc. DATE PERFORMED ------------ TBD DESCRIPTION OF WORK Reduced Trenching Depth DATE OF REPORT_1_0/_8/_20_2_5 ________ _
nuur<LT "'fVUn.L.T
ID.NO. EQUIPMENT HOURS RATE EXTENDED AMOUNTS P.R.# LABOR HOURS RATE EXTENDED AMOUNTS PickuD Truck 8.00 -60.00 $ 1480.00) $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ Trench Depth Reduction Credit $
$ .. Operator 8 -128.00 $ (1,024.00
$ Laborer 8 -92.00 $ (736.00
$ Laborer 8 -92.00 $ (736.00'
$ Laborer 8 -92.00 $ (736.00'
$ $
$ $
$ $
$ $
EQuipment Sub Total $ (480.001 $
$
Materials $
Baserock Reduction due to reduced Trench Deoth -60.00 $ 20.00 $ (1,200.00 $ Additional Trench Shoring 1.00 -200.00 $ (200.00 $
$
$ $
$ $
$ $
Materials Sub Total $ (1,400.00) $
Equipment & Materials Sub Total $ (1,880.00) Sub Total -$3,232.00 Subcontractor
DESCRIPTION UNIT UNIT COST EXTENDED AMOUNTS LABOR SURCHARGE • (SEE SPECIAL PROVISIONS) $0.00 SUBSISTANCE ---- NO. __ @$
$ TRAVEL EXPENSE ---- NO. __ @$
$ OTHER
$
Subcontractor Sub Total $0.00 TOTAL COST OF LABOR A -$3,232.00 TOTAL COST OF MATERIAL & EQUIPMENT B -$1,880.00
TOTAL COST OF SUBCONTRACTORS C $0.00
15% MARKUP ON LABOR COST (SEE CONTRACT) (A) -$484.80

CONTRACTOR'S REPRESENTATIVE
15% MARKUP ON EQUIPMENT & MATERIAL (8) -$282.00
5% Mark-up on Subcontractors (C) $0.00
2% Bonds (D) -$102.24

RESIDENT ENGINEER/ INSPECTOR
TOTAL THIS REPORT -$5,981.04
ATTACHMENT 3
October 7, 2025
Suarez & Munoz Construction, Inc.
2490 American Ave
Hayward, CA 94545
Re: Woodward Community Park
710 E Woodward Ave
Manteca, CA 95337
To: Ricky Munoz
Phone: 510. 782.6065
Email: [email protected]
From: Onorio Florez
Quote #2
The following information was used to prepare this quotation:
• As per email instructions by Ricky Munoz on 10/02/2025 Scope of Work
Qty Unit Description
Concrete/ Asphalt Saw Cutting
0 Up to 6
11 thick
0 214'-0" LF
214 LF
• Saw Cut Perimeter ONLY
Qualifications
• Off Haul Slurry Barrels
• Based on One Mobilization
Base Bid:

Add Alt #1: Water Control
• Assisting with slurry containment, cleanup, and proper disposal
1 Total • Maintaining a clean, safe, and organized work area around the saw cutting operation
• Providing general labor support as directed by the saw cutting technician
Lie #857649
Amount
$1,489.00
$720.00
Price is based on continuous unobstructed work and 1 mobilization. Phasing of work will result in additional 1 costs due to lost productivity and mobilization costs. Additional mobilizations will result in a re-mobilization fee of $1,300/ remobilization.

Bid Proposal Q2 Page 1 of 3
ATTACHMENT 3
2 Subcontract and insurance requirements to be reviewed and amended upon project award 3 Pricing will be valid with in (30) days from date listed above 4 Work is to be completed during regular work hours. Monday to Friday from 7:00 AM to 3:30 PM 5 Any work that is not specifically describe above is EXCLUDED Proiect Specific Exclusions
1 Cost or participation in drug tests, background checks, badging processes, etc. 2 Layout to be completed by others prior to express mobilizing to jobsite. 3 Protection of flooring, wall finishes, furniture etc. is by others 4 Dust or noise control
5 Damage or repair to utilities
6 Overtime, Off hour or premium time work
7 Scanning and hiring of private locators.
8 Tree removal, pruning or protection
9 Payment and performance bond
10 Permits and applicable fees
11 Participation in OCIP/ CCIP programs without pre-bid review of policy 12 Protections such as fencing, cones, barricades, steel plates, plywood, etc. 13 Hiring a street sweeper, pressure washing, etc.

Core Drill/ Wall Saw/ Flat Saw Exclusions
1 No jumping around or backtracking to completed areas/floors. 2 Damage to underground utilities when cutting or removing concrete slab Demolition Exclusions:
1 Price based on cutting all the way through material and removing. Chipping due to Conduits, rebar, additional thickness is excluded.
2 Handling, relocating and/or salvage of owner's material and/or equipment 3 Selective and/or soft demo
4 Disposal of asphalt pavement fabrics
5 Damage to underground utilities when cutting or removing concrete slab Earthwork Exclusions
1 All Excavation is excluded
Conditions
Except as specifically noted above, prices are for standard over-cuts with all work at ground level. Clear and open access must be provided. Express Concrete Breaking & Cutting accepts no liability for any damages including, but not limited to, anything hidden or concealed in or under concrete or beneath the material to be cut, cored, broken; damages cause by water or dust. Traffic control plan and execution of traffic control must be provided by others.

Additional Charges
Additional charge will be incurred for overtime (add 35%}, double time (add 45%), and stand-by time ($85.00/ man hour).

Bid Proposal Q2 Page 2 of 3
ATTACHMENT 3
Agreement Integral Part with Subcontract, If Any
This Agreement is an integral part of any subcontract between the above Customer and Express Concrete Breaking & Cutting
Payment Terms
Payment in full is due 30 days from Express Concrete Breaking & Cutting's invoice date. No retention to be withheld. At Express Concrete Breaking & Cutting's sole discretion, failure to pay in full may result in: finance charges of 10% per annum on the outstanding balance; the filing of a Mechanic's Lien, a stop notice, or claim against customer's bond; and/or legal action.

Attorneys' Fees
In the event of failure to make timely payment and/or a dispute relating to the subject matter of this Agreement, the prevailing party shall be reimbursed for all reasonable attorney fees and costs resulting there from.

Indemnification
Customer agrees to indemnify and hold harmless Express Concrete Breaking & Cutting against loss or threatened loss or expense by reason of the liability or potential liability of the customer for or arising out of any claims for damages including, but not limited to, all costs and attorney's fees. notice, or claim against customer's bond; and/or legal action.

Entire Agreement
This Agreement and the exhibits attached hereto, if any, contain the entire agreement of the parties with respect to the subject matter of this Agreement, and supersede all prior negotiations, agreements and understandings with respect thereto. This Agreement may only be amended by a written document duly executed by all parties.

Preliminary Notice Information
Within seven (7) days of execution of this Agreement, Customer agrees to provide Express Concrete Breaking & Cutting all information including, but not limited to, the property owner's contact information, necessary to provide a Preliminary Notice and Notice to Property Owner.

Commencement of Work
No Work shall commence until this Agreement is signed and returned to Express Concrete Breaking & Cutting and /or a mutually agreed upon subcontract is issued.

Express Concrete Breaking & Cutting
12475 Llagas Avenue
San Martin, Ca 95046
By:

Name: Onorio Florez
Date: 10/7 /25
Bid Proposal Q2
Agreed & Accepted
Suarez & Munoz
2490 American Ave
Hayward, CA 94545
By:

Name:

Date:

ATTACHMENT 3

0. Oldcastle lnfrast ! f
3800 E. Mariposa Road
Stockton CA, 95215
Oldcastlei nfrastructure.com
707-849-1530
Customer Number: 1010203327
Quote To:

SUAREZ & MUNOZ CONSTRUCTION
2490 AMERICAN AVE
Hayward CA, 94545-181 O
Contact: Ricky Munoz
Phone:

Email:

Custom Notes:

SSMH 16'
Product Description
Ship To:

Job Name: 25-016
71 O E Woodward Ave
MANTECA CA, 95337
FG10004471 CONE 48DX36 5W 24D CON
FG10004410 RISER 48DX36 5W DC
FG10004425 RISER 48DX60 SW STEPS DC
FG10004161 GRADE RING 24DX3 5W
TG10002039 COVER Cl 24" SANI SEWER CP A-1024
TG10002081 FRAME Cl 24"X4.5" A-1024
FG10004408 RISER 48DX24 SW DC
Freight
Product Description
SV10001004 SERV FREIGHT
* Send signed approved quote to: [email protected] Signature for Approval
Signature Print Name
Qty Unit
1 EA
1 EA
1 EA
1 EA
1 EA
1 EA
1 EA
Qty Unit
1 EA
Title Purchase Order Number

Contract & Proposa
Quote Number: Q-241822-2
Quote Date: 10/02/2025
Quote Expiration: 11/01/2025
Terms:

Payment: Net 30
Delivery Terms: Standard or LTL
Tax Exempt: No
Mark Unit Price Amount
$465.00 $465.00
$515.00 $515.00
$800.00 $800.00
$75.00 $75.00
$280.00 $280.00
$265.00 $265.00
$397.00 $397.00
Subtotal $2,797.00
Mark Unit Price Amount
$595.00 $595.00
Subtotal $595.00
Est. Sales Tax $251.7
Subtotal $3,392.0
Quote Total (US) $3,643.7
Date
ATTACHMENT 3

Oldcastle Infrastructure Commercial Clarifications
03/20/2022 V 1
Special Products:

1. Any special product(s) and high-volume standards (collectively, "Special Products") will be invoiced on a mutually agreed upon in writing delivery date and ownership transferred, upon Invoicing. Oldcastle Infrastructure, Inc. {"Oldcastle") reserves the right to require full or partial pre-payment for any Special Products ordered.

2. Special Products may not be returned.

3. If Special Product(s) cannot be accepted within 30 days of invoicing, a 10% storage fee will be assessed monthly unless otherwise agreed upon in writing.

4. All Special Products ordered as part of a cash sale must be fully paid prior to production.

5. A disposal fee of $200/ton will be charged for all Special Products on hand over 90 days from the mutually agreed upon delivery date.

Delivery:

6. The site must be accessible by delivery vehicles under their own power. If the material is to be delivered and se by Oldcastle, acceptability to the site will be determined by the boom operator.

7. Freight charges quoted are based on full truckload quantities. Short loads will be subject to additional charges t cover the cost of delivery.

8. Deliveries canceled with less than 24 hours' notice are subject to full delivery charge.

9. Delivery includes one hour for offloading. Additional time in excess of one hour will be invoiced at an hourly rate

10. A restocking fee of up to 40% may be charged on undamaged, standard products. Freight charges for returned product on Oldcastle equipment will also be applicable.

11. All Returns must be approved by Oldcastle. Returns will not be accepted after 90 days from date of purchase.

Pricing:

12. Oldcastle must be notified if a project requires prevailing wages as additional costs may be applied to the quotation.

13. Pricing is valid for 30 days from the date of this quote.

14. A 2.09% surcharge will be imposed on all Credit Card transactions, which is not greater than our cost of acceptance. A surcharge will not be applied to any ACH or Debit Card transaction.

15. Pricing remains valid for 180 days from order confirmation. For orders that have not shipped or transferred ownership to the buyer after 180 days, we reserve the right to implement a 1.5% quarterly price escalation fee.

16. If during the performance of this contract the cost of materials significantly increases through no fault of the seller, we reserve the right to equitably adjusted the price of this contract by an amount reasonably necessary t, cover any such significant increase in the costs of materials. As used herein, a significant cost increase shall mean any increase in the cost of materials exceeding 6% experienced by seller from the date of the contract signing.

17. Delivery pricing is based on Oldcastle Infrastructure's current fuel surcharge rate and is good for 7 days from th date stated on this Quote. Thereafter, Customer is responsible for paying Oldcastle Infrastructure's fuel surcharge rate in effect on each delivery date. Fuel surcharge rates are derived from pricing, as established by the U.S. Energy Information Administration's Gasoline and Diesel Fuel Index, published at https://www.eia.gov/petroleu m/gasdiesel/
Additional Item:

18. Every effort has been made to provide an accurate take-off however, the quantities are not guaranteed by Oldcastle but provided for the buyer's convenience only. It is the buyer's responsibility to verify the accuracy of the project requirements and quantities. Changes in quantities, dimensions, or specifications from this quote may require an adjustment in price. Buyer agrees to pay per unit price for the actual number of units delivered.

All products and services listed on this Quotation are provided under OLDCASTLE INFRASTRUCTURE, INC's Standard Terms and Conditions located at: https://oldcastleinfrastructure.com/support/terms-conditions/ ATTACHMENT 3
OUnited Rentals*

TRENCH SAFETY
BRANCH 901
2800 N GOLDEN STATE BLVD
TURLOCK CA 95382-9544
209-632-5084
209-632-5384 FAX

WOODWARD PARK
1882 BRIDEWELL AVE
MANTECA CA 95337
Office: 510-782-6065

SUAREZ AND MUNOZ CONSTRUCTION
2490 AMERICAN AVE
HAYWARD CA 94545-1810
RENTAL ITEMS:

E ui ment Description
1 9419030 TAPPING BOX 8' X 10' X 10'
MANHOLE BOX FOR 10 X 10
CAN BE HELD OFF THE BASE FOR 2 FT EXTRA
2 944/9937 ROAD PLATE 8' X 16' X 1 1/2"
ROAD PLATE FOR COVERING 10 XlO HOLE
21 944/9914 ROAD PLATE 4' X 8'
21 TOTAL PLATES
26 PLATES PER TRUCK
1 9419041
1 9419040
TAPPING BOX 6' X 10' X 10'
TAPPING BOX 4' X 10' X 10'
1 942/1080 VSHORE 2' 17-27" CYL
UP TO DEPTH OF 6 FT DEEP
1 9 4 2 /1170 VS HORE : 3 . 5 ' 1 7 -27" CYL
RATED FOR TRENCHES UP TO 8 FT DEEP
1 942/1340 VSHORE: 7' 17-27" CYL
RATED TO UP TO 10 FT DEEP
SALES/MISCELLANEOUS ITEMS:
----"Q'-t y It em
1 CA PERSONAL PROP TAX REIMB CHARGE
1 DELIVERY CHARGE
1 PICKUP CHARGE
COMMENTS/NOTES:

ONSITE CONTACT: RICARDO MUNOZ
CELL#: 510-774-1541

DLV/PKU LOC SELECTED BY MAP PIN OPTION
Minimum
102.00
[DRSURCA/MCI)
TO SCHEDULE EQUIPMENT FOR PICKUP, CALL 800-UR-RENTS (800-877-3687) WE ARE AVAILABLE 24/7 TO SUPPLY YOU WITH A CONFIRMATION#

IN ORDER TO CLOSE THIS CONTRACT

RENTAL QUOTE
Customer#
Quote Date
Estimated Out
Estimated In
UR Job Loe
UR Job#
Customer Job
P.O. #
Ordered By
Written By
Salesperson
# 253831172
ID:
932676
10/03/25
10/06/25 12:00 PM
10/20/25 12:00 PM
1882 BRIDEWELL AVE,
199

WOODWARD PARL SHORIN

RICARDO MUNOZ
: VLADIMIR ORELLANA
: JEFF PARKER
This is not an invoice
Please do not pay from this document
Day
400.00

15.00 4.00
300.00
185.00

5.00 8.00

8.00 Price

23.910
900.000
900.000
Week 4 Week
400.00 1,150.00
102.00 400.00

21.00 69.00
300.00 905.00
185.00 615.00

15.00 45.00

24.00 72.00

25.00 75.00
Rent al Subtot al :

Unit of Measure
EACH
EACH
EACH
Sales/Misc Subt ot al:

Agreement Subt otal :

Tax:

Estimat ed Total:

Estimated Amt
800.00
408.00
882.00
600.00
370.00

30.00 48.00

50.00 3,188.00
Ext ended Amt.

23.91 900.00
900.00
1,823.91
5,011.91
370.07
5,381.98
lmpqual wifldavlif".a 11e"1cAe &HODDml,ad'a.dapaeeumuandaeupn NOTICE: This Is not a rental agreement. The rental of equipment and any Items listed above is subject to availability and subject to the terms and conditions of the Rental and Service Agreement, which are available at https:l/www.unltedrentals.comllegal/rental-servlce-tenns-US and which are Incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGREB'IBIT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST.

UlINVPDF Page: 1
ATTACHMENT 3

UNDERGROUND REPUBLIC WATER WORKS
2025 E LELAND RD
PITTSBURG, CA 94565
Phone 925-315- 7 4 73
QUOTE TO: SHIP TO:
111111111111111 II II I II I II Ill lH
Quotation

EXPIRATION DATE QUOTE NUMBER
10/16/2025 S100044129
UNDERGROUND REPUBLIC WATER PAGE NO.

WORKS
2025 E LELAND RD
PITTSBURG, CA 94565
Phone 1 of 2 925-315-7473
SUAREZ & MUNOZ CONSTRUCTION, INC.
2490 AMERICAN AVE
SUAREZ & MUNOZ - #25-016
HAYWARD, CA 94545

WOODWARD PARK RESTROOM REPLACEMENT
710 E. WOODWARD AVE
MANTECA, CA 95337

CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON 1638 #25-0016 WOODWARD

WRITER SHIP VIA TERMS
Jimmy Sockol OT OUR TRUCK Net 30 Days

ORDER QTY DESCRIPTION
**
**LIST PER RICKY MUNOZ**
**
**
**
28ft 6X14 SDR26 PVC SEWER PIPE GASKETED
1 ea 6 SDR26 90 GXG
2ea 6 MANHOLE WATERSTOP GASKET
1 ea 6 PVC SDR26 CROSS GXG 926-0066
1 ea 6 SDR35 HXFIP C/O ADAP
1 ea 6 SDR35 MIP PLUG
1 ea G05T CONG TRAFFIC VAL VE BOX
1 ea G05CT Cl LID MK� *SEWER*
**
**
**
**2" WATER SYSTEM**
240ft 2 SCH40 BELL END PVC PIPE SW
Sea 2 PVC 90 ELL SOC SCH40 406-020
Subtotal -------
1ea 2 PVC MALE ADAPTER MPTXSOC SCH40
436-020
Subtotal -------
**
**2" BACKFLOW PREVENTER**
2ea 2 PVC MALE ADAPTER MPTXSOC SCH40
436-020
** Continued on Next Page **
Printed By: JSOCKOL on 10/8/2025 8:12:28 AM PDT
Jimmy Sockol

SHIP DATE
10/08/2025

UNIT PRICE

8.310/ft

70.650/ea

16.500/ea
294.550/ea

45.650/ea

29.500/ea

70.000/ea

50.000/ea

1.120/ft

3.400/ea

2.200/ea

2.200/ea

ORDERED BY

RICKY MUNOZ

EXT PRICE
232.68

70.65 33.00
294.55

45.65 29.50

70.00 50.00
826.03
268.80

17.00 2.20
288.00

4.40 ATTACHMENT 3
II I Ill I I IIIIII I I 111111111111111
Quotation
EXPIRATION DATE QUOTE NUMBER PAGE NO.
10/16/2025 S100044129 2 of 2

ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE
2ea 2 BRASS 90 ELL *LOW LEAD* 34.400/ea 68.80
2ea 2 X 36 BRASS NIPPLE 278.100/ea 556.20
2ea 2 BRASS UNION *LOW LEAD* 63.500/ea 127.00
2ea 2 X 6 BRASS NIPPLE 45.550/ea 91.10
2ea 2 BRASS STREET 90 ELL *LOW LEAD* 50.300/ea 100.60
1ea 2 975XL2 RP W/BV LEAD FREE 2-975XL2 1527 .150/ea 1527.15 1ea FREEZE BLANKET 36X24 189.000/ea 189.00
1ea GS-3 HINGED BACKFLOW CAGE (1 OW X 780.000/ea 780.00 24H X 40L)
Subtotal ------- 3444.25
**
**2" WATER SERVICE PER
W-10/C1 .2**
**METER & BOX BY CITY**
1ea 1 0X21P MUE DI DOUBLE SS/STRAP SADDLE DR2S111 539.750/ea 539.75 1ea 2 B25028N MUE MIP x COMP BALL CORP 481.250/ea 481.25 *LOW LEAD*
2ea 2 CTS(6136 1 1 /2 PEP) SS INSERT 12.000/ea 24.00

1.60 OD 6133T 4130-763
1 rl 2x100' CTS PE TUBING 250PSl*SDR9-PE471 0* 279.000/ea 279.00 1 rl #12X500 WIRE HMWPE SOLID BLUE 190.000/ea 190.00
(PE45)
1ea 2 B24276N MUE COMP X MFLG BALL AMS *LOW LEA 634.500/ea 634.50 2ea 5/8X2-1 /2 PLATED HEX BOLT 0.850/ea 1.70
2ea 5/8 HEX NUT *PLATED* 0.500/ea 1.00
1ea 2 METER GASKET DROP-IN 1/8 6.500/ea 6.50
*EPDM/98206*
1ea 2 BRZ OVAL METER FLANGE LF 60.300/ea 60.30
1ea 2 PVC MALE ADAPTER MPTXSOC SCH40 2.200/ea 2.20
436-020
Subtotal ------- 2220.20
Sales tax is not included in this quote. Subtotal 6778.48 The URWW terms & conditions are set forth at www.urwaterworks.com These terms & conditions are incorporated herein, and this quote is subject to such terms & conditions.

S&H Charges 0.00
Amount Due 6778.48
Printed By: JSOCKOL on 10/8/2025 8:12:28 AM PDT
ATTACHMENT 3

UNDERGROUND REPUBLIC WATER WORKS
2025 E LELAND RD
PITTSBURG, CA 94565
Phone 925-315-7 4 73
111111111111111 II I II I I II I lll Ill
Invoice

INVOICE DATE INVOICE NUMBER
09/26/2025 S100043365.001
REMIT TO: PAGE NO.

UNDERGROUND REPUBLIC WATER
WORKS
1175 CAMPBELL AVE 1 of 2 SAN JOSE, CA 95126
BILL TO: SHIP TO:

SUAREZ & MUNOZ CONSTRUCTION, INC.
2490 AMERICAN AVE
SUAREZ & MUNOZ - #25-016
HAYWARD, CA 94545

WOODWARD PARK RESTROOM REPLACEMENT
710 E. WOODWARD AVE
MANTECA, CA 95337

CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER 1638 #25-0016 WOODWARD

WRITER SHIP VIA TERMS
Jimmy Sockol OT OUR TRUCK Net 30 Days

ORDER QTY SHIP QTY DESCRIPTION
252ft
1ea
1ea
2ea
3ea
2ea
2ea
4ea
6ea
42ft
5ea
5ea
5ea
5ea
240ft
4ea
**SAN IT ARY SEWER**
**PLANS NOT DATED - LIST PER RICKY
MUNOZ & PLAN INFORMATION**
252ft 6X14 SDR26 PVC SEWER PIPE GASKETED
1ea 3X1000 DETECTABLE TAPE: SEWER LINE BURIED
1 ea 6 FLEXIBLE WYE SADDLE W/2 SS STRAPS
NDS 6Y/C
2ea 6X6 SDR26 WYE GXGXG
3ea 6 SDR26 45 SXG
2ea 6 SDR35 CAP G
**TEMPORARY AT BATHROOM - CONNECT
BY OTHERS**
Subtotal -------
**CLEANOUT PER S-12 & S-13/C1 .2 &
S-13A/C1 .3**
2ea 6 SDR26 45 GXG
4ea 6X6 SDR26 WYE GXGXG
Sea 6 SDR26 45 SXG
42ft 6X14 SDR26 PVC SEWER PIPE GASKETED
Sea 6 SDR35 HXFIP C/O ADAP
5ea 6 SDR35 MIP PLUG
Sea G05T CONG TRAFFIC VAL VE BOX
5ea G05CT Cl LID MK: *SEWER*
**1-1/2" DOMESTIC WATER**
240ft 1-1/2 SCH40 BELL END PVC PIPE SW
4ea 1-1/2 PVC 90 ELL SOC SCH40 406-015
Subtotal -------
** REPRINT ** REPRINT ** REPRINT **
** Continued on Next Page **

SALESPERSON
Jimmy Sockol

SHIP DATE
09/26/2025

UNIT PRICE

8.310/ft

45.000/ea
440.000/ea
142.150/ea

52.450/ea

24.400/ea
-66.300/ea
142.150/ea

52.450/ea

8.310/ft

45.650/ea

29.500/ea

70.000/ea

50.000/ea

0.790/ft

1.950/ea

ORDERED BY

RICKY MUNOZ

EXT PRICE
2094.12

45.00 440.00
284.30
157.35

48.80 3069.57
132.60
568.60
314.70
349.02
228.25
147.50
350.00
250.00
2340.67
189.60

7.80 ATTACHMENT 3
II I Ill I I IIIIII I I I I II I I II I I II Ill
Invoice

INVOICE DATE
09/26/2025

ORDER QTY SHIP QTY DESCRIPTION
**BELOW ITEMS TEMP FOR TESTING @
BUILDING**
**CONNECT TO BUILDING BY OTHERS**
1ea 1ea 1-1/2 PVC 90 ELL SOC SCH40 406-015
1ea 1ea 1-1 /2 PVC MALE ADAPTER MPTXSOC
SCH40 436-015
Subtotal -------
**1-1/2" BACKFLOW PER W-15/C1.2**
**METER & BOX BY CITY**
**1-1/2" WATER SERVICE PER
W-1 0/C1 .2**
**4" STORM DRAIN**
14ft 14ft 4X14 SDR26 PVC SEWER PIPE GASKETED
** ncr-ntf'! I ** ·-· , .... 1 **. ·-· ..... ! **
Invoice is due by 10/26/2025
Past Due invoices· may be subject to 0% late charge.

Print ed B : y KELL YZ on 9/29/2025 10:53:30 AM PDT
Subtotal -------
INVOICE NUMBER PAGE NO.

S100043365.001 2 of 2

UNIT PRICE

1.950/ea

1.500/ea
Credi1
15% I

3.700/ft
Subtotal
S&H Charges
Tax
Payments
Amount Due

EXT PRICE

1.95 1.50
r---<_ "{ _ "{_ "{_ "\"
ll 200.85
J.. A-A 7--
minus tax and
�estocking Fee

51.80 51.80
5662.89

0.00 509.66

0.00 6172.55
8 ATTACHMENT 3
co
smc
Suarez & Munoz Construction, Inc.

General Engineering and Landscape Contractors
2490 American Ave., Hayward, CA 94545-1155
Lie. No. 873996, Class A, B, C8, C27
(510) 782-6065
(510) 782-6078 FAX
PCO 03 - Conduit Locating
Date: February 3, 2026
Project: Woodward Park Restroom Relocation - CIP 24086
To: City of Manteca
Attn: Michael Rosales
Item Description
Locate Existing Electrical Conduit from
1 Buried Christy Box
Inclusions:

Quantity Units
1 LS
Unit Price
$3,844.45
Total
Extension
$ 3,844.45
$ 3,844.45
Locate Existing Electrical Conduit from Buried Christy Box - Per Attached Modesto Electric Proposal.

Exclusions:

Permits & Fees
If you have any questions or need any further information please give me a call at (510) 782-6065.

Thank you,
I) & C , Joo.

Ricky Munoz
Project Manager
510-774-1541
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
P.C.O.NO.

TO DATE---'-----------
CONTRACT NO. -'C_IP_2_4_08_6 ___________ _ CONTRACTOR JOB NO._2-5-_01-6 _________ _ WORK PERFORMED BY Suarez & Munoz Construction, Inc. DATE PERFORMED TBD ------------
DESCRIPTION OF WORK-'C-'-on..;d.;.u·_,t L-'o-"ca-t_in .,__ _______________________ _ OATEOF REPORT_2/-Y_2_02_6 ________ _
m.1vn.1.Y ,vvn.1.Y
ID.NO. EQUIPMENT HOURS RATE EXTENDED AMOUNTS P.R.# LABOR HOURS RATE EXTENDED AMOUNTS Pick-up Truck 0.50 70.00 $ 35.00 Foreman 0.5 $100.00 $ 50.00 $ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
Eouioment Sub Total $ 35.00 $
$
Materials $
$ $
$ $
$ $
$ $
$ $
$ $
$
$
$
Materials Sub Total $ $
Equipment & Materials Sub Total $ 35.00 Sub Total $50.00 Subcontractor
DESCRIPTION UNIT UNIT COST EXTENDED AMOUNTS LABOR SURCHARGE - (SEE SPECIAL PROVISIONS) $0.00 SUBSISTANCE ---- NO. __ @$
Modesto Electric 1 $ 3.500.00 $ 3 500.00 TRAVEL EXPENSE ---- NO. __ @$ $ OTHER
$
Subcontractor Sub Total $3 500.00 TOTAL COST OF LABOR A $50.00 TOTAL COST OF MATERIAL & EQUIPMENT B $35.00
TOTAL COST OF SUBCONTRACTORS C $3.500.00
15% MARKUP ON LABOR COST (SEE CONTRACT) (A) $7.50

CONTRACTOR'S REPRESENTATIVE
15% MARKUP ON EQUIPMENT & MATERIAL (B) $5.25
5% Mark-up on Subcontractors (C) $175.00
2% Bonds (0) $71.70

RESIDENT ENGINEER/ INSPECTOR
TOTAL THIS REPORT $3,844.45
ATTACHMENT 3

MODESTO

EXECUTIVE

ELECTRIC
SUPERIOR SERVICE • EXECUTIVE TREATMENT

CHANGE ORDER REQUEST
Date: 1/30/26
Contractor: Suarez And Munoz
Project Name: Woodward Park Restroom Relocation
Attn: Ricky Munoz
Change Order Request:

COR#: 01
Subject: Buried Christy Box locating
Reference:

From: Daniel Stall
Please see the associated cost to try and locate some existing conduits and a Christy box that goes across the basin. There are spare conduits in the Christy box by the MSB and believed to go out toward the new restroom. If these conduits can be located it would eliminate the need to trench across the basin and save the city the cost of trenching. Please feel free to contact Lis with any questions you may have.

Signature:

Equipment Rental: $1,000.00
Labor: $2,500.00
TOTAL COR REQUEST: $3,500.00
Date:

Signature by Owner, Contractor or Authorized Representative required in order toproceed with any/all work.

ATTACHMENT 3
Suarez & Munoz Construction, Inc.

General Engineering and Landscape Contractors
2490 American Ave., Hayward, CA 94545-1155
Lie. No. 873996, Class A, B, CB, C27
(510) 782-6065
smc (510) 782-6078 FAX
I
I
PCO 04 - Trench Drain
Date: June 17, 2026
Project: Woodward Park Restroom Relocation - CIP 24086
To: City of Manteca
Attn: Michael Rosales
Item I Description
1 I New Trench Drain and Storm Drain Pipe
Inclusions:

I Quantity I Units
I 1 I LS
4" Wide Trench Drain along the east side of the building, up to 24 ft See attached Trench Drain Submittal
Unit Price
$13,616.46
Total
Relocate drain inlet and tie-in trench drain using a 4" dia. pvc storm drain pipe, up to 22 ft Exclusions:

Permits & Fees
Extension
$
$
If you have any questions or need any further information please give me a call at (510) 782-6065.

Thank you,
b U111Wf & C , JM.

Ricky Munoz
Project Manager
510-77 4-1541
13,616.46
13,616.46
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
P.C.O.NO.

TO DATE
___________ _
CONTRACT NO. _C_IP..;2a.;4.;.08'"'6
___________
_ CONTRACTOR JOB NO. ------------ 25-016
WORK PERFORMED BY Suarez & Munoz Construction, Inc. DATE PERFORMED TBD ------------ DESCRIPTION OF WORK Addltional Work for Sewer Tie-In to New Manhole per CCD 01 DATE OF REPORT_10_/8_/2_0_2_5 ________ _ -��-� svv,..._T
ID.NO. EQUIPMENT HOURS RATE EXTENDED AMOUNTS P.R.# LABOR HOURS RATE EXTENDED AMOUNTS Manhole Work
Pickuo Truck 4.00 60.00 S 240.00 Laborer 16 $128.00 s 2 048.00 Mini Excavator 16.00 80.00 S 1 280.00 Laborer 16 $92.00 s 1472.00 s Foreman 4 s100.00 s 400.00
s Cement Mason 16 5105.00 $ 1 680.00
$ $
$ $
$ $
s $
$ $
$ $
$ s
$ $
$ s
$ s
s s
$ $
s s
Equipment Sub Total $ 1,520.00 $
$
Materials $
Aco Trench Drain 1.00 S 3 998.00 s 3,998.00 $
4" Storm Drain Pioe 2.00 s 110.00 s 220.00 $
Fittin�s 1.00 300.00 s 300.00 s
s s
$ s
s s
s
s
s
Materials Sub Total $ 4,518.00 $
Equipment & Materials Sub Total $ 6,038.00 Sub Total $5,600.00 Subcontractor
DESCRIPTION UNIT UNIT COST EXTENDED AMOUNTS LABOR SURCHARGE - (SEE SPECIAL PROVISIONS) $0.00 SUBSISTANCE ---- NO. __ @$
TRAVEL EXPENSE ---- NO. __ @$
$ OTHER
$
Subcontractor Sub Total $0.00 TOTAL COST OF LABOR A $5 600.00 TOTAL COST OF MATERIAL & EQUIPMENT B $6,038.00
TOTAL COST OF SUBCONTRACTORS C $0.00
15% MARKUP ON LABOR COST (SEE CONTRACT) (A) $840.00

CONTRACTOR'S REPRESENTATIVE
15% MARKUP ON EQUIPMENT & MATERIAL (B) $905.70
5% Mark-up on Subcontractors (C) $0.00
2% Bonds (D) $232.76

RESIDENT ENGINEER I INSPECTOR
TOTAL THIS REPORT $13,616.46
ATTACHMENT 3
· j
/
/' ·
"\_ ,
,.,.)
'----"--- --
----'J..
•···· .
____ ..,(,.,,...,.,--
-
- ' _____ ..,_ __ -4' ·- ==>'- .. :-·
7\• -, i "it
···- d
- - 4ffL
7 1 !
,--y;:ey-S\- -a ssin
:w '-'---::.------- -
·-. ·-- ---
4 r r ·w••r,•• .•COlfJlBII
. ---- . ·-r ... ;c35'ii-:· , ____ ...,...
- -- ----- .w e ,• l \_ •• /I,
:_z---,._-
i" --· ·-·'::..d'' .••• •
I
f . )
C===:J
- -
.....

J d
deAcoTrench
••• -·
----1

·- -- -·-- -
,.

LEGEND
E-·-::.{:, ·."-:-:'J
--......,2 __
II
@'.ii[>
_!LJOI
, . I\ )
CONCRETE PER LANDSCAPE PLANS, SEE DETA/1.S 1 & 2,
SHEErL7.0.

PROPOSED CONlOORS

STORM DRAIN INLET
- DETAIL 5 ON SHEET L7, 1
UNDERGROUND VTil.llY IABEL AND DIRECTION.

SDR 26 PIC STORM DRAIN PIPE. SEE Pl.AN F'OR SIZE.
12-W X 121 MIN FRENCH DRAJN Al BACK OF WALL WITH
¾ CRUSHED DRAIN ROCK WRAPPED IN FILTER FABRIC &
4" SOR 35 P\IC PERFORATED STORM DRAJN PIPE
WRAPPED IN FlLTER FABRIC, SEE DETAIL• ON SHED" L7.1

FOR MORE INFORMATION
t_t MATCH GRADE/HUSH
SPOT ELEVATION (EX!STINC)
SPOTElEVAllON(PROPOSED) - EXISTINGCATCH!W>IN
CLEANDUT - OETAJLS S-13 ON SHEET Cl.2 OR S-13A
ONSHEETC1.3
BACKFLOW PREVENTER - DETAIL W-15 ON SHEE1 C1.2
[WI
THRUST BLOCK - DETAJL W-4 & W-5 ON SHEET C1.2
WATER METER - DETAJL W-10 ON SHEET Cl.2
ORY WELL WITH POP UP ORAIJW;( (MITTER - DETAIL 6
ON SHEET L7.1 i JI

SHEET NOTES
i
ii
(D CONNECT TO EXISTING WATER LINE, PER CITY OF w.NTECA STANDARD DRAWING NO. W-14, SHEET C1 .2.
@ CONNECT TO EXISTING SANITARY SEWER UNE. PER CllY OF MANTECA STANDARD ORAWING NO. S-14, SHEET C!.J.
@CONTRACTOR lO VERIFY EXACT LOCATION, DEPTH AND SIZE OF EXISTING UTILllY LINE PRIOR TO CONSTRUCTION.
0SANITARYSEWERCLEANOUTPER CrT'IOFMANlECASTANOAROORAWlJ<GS NO. S-12 & S-13 ON SHEET Cl.2 & S-13A &: S-6 ON SHEU Cl.J @ 1-t/2• w•TtR METER WffH A 1-1/2- REDUC£0 PRESSURE BACKflOW PREVENTER DEVICE POI CITY OF MANTECA STANDARD DRAWING NO. W-1 D &: W-15, SHEET C1.2.
@ TRENCH AND BACKFILL PER CllY Of w.NTECA SiANDARD DRAWING NO.

U-5& U-7, SHEET C!.J.
0 THRUST BLOCK, SEE CITY OF MANTECA STANOARO ORAWING ND. W-4 & W-5, SHEET C1.2 FOR SCHEDULE.
@ UTILJrr STUB FOR MURE USE, SEE CITY OF MANTECA STANDARD 011>.WING NO. W-6 ON SHEET C1 'I FOR VALVE BOX.
© ��Nw����w�Jf ci��"ctWrri�
u
�: �1c� �
E
� �: i�rw,
SHEETL7.1
@) 12• SQUARE CATCH BASIN WITH ADA. .t.CCESSIBLE GRATE. SEE DETAIL 5 ON SHEET l7.1 FOR MORE INFORMATION.
@NEWMOOIFIEOCITY'STANDARDSANITARYSEWERMANHOLESEEDETAIL11 ON SHEET C3.1. INSTALLATION SLIDE BOX OR CITY APPROYED EQUAL REQUIRED F'OR INSTAll.ATlON Of UAN HOLE. STORM DRAIN LINES MAY BE CUT TEMPORARILY FOR INSTALLATION OF BOX. CONTAACTOR S1-W.l.. NOTIFY CITY PRIOR TO INSTALLATION.
@ MAINTAIN I FOOT ClEARANCE BETWEEN POTABL.£ WATER AND SEWER UNE CllDSSll<CS

ABBREVIATIONS
AC
Bil
w
:

FFE
FG
Fl
FS
FSS
!
MH
PC
RS
lP i
TW
ASPHALTICCONCRETE(ASPHALl)

BOTTO OF RAMP

BOTTOM OF' WALL

ORAJNINLET

EDGE OF PAVEMENT

EXISTING

FINISH FLOOR ELEVATION

FINISH GRADE

FLOW LINE

FINISH SURFACE

FINISH SUB-SURFACE

GRADE BREAK

HIGHPOINT
IIM:Rl

MANHOLE

PLAYCURB(TOPOF)
RUBBER SURFACING (TOP OF POUR-IN-Pl.ACE)
o:4 R

TOP OF CURB

TOP OF CONCROE BAND
TOP OF OR!NKING FOUNTAIN SUMP
TOP or PAVEMENT (STANDAIRO OR PE"'10US)

TOP OF' RAMP
lOP or RUBBER MULCH

TOP OF PLAY AAEA SUMP

TOP OF WALL
i
:!
\;:l
:.r1
!
>1 .
\.,,, i.
-J: 1
::i i :::l ;ij

a:
iii

ADA PATH OF TRAVEL NOTE
CONTRACTOR TO VERIFY THAT All.. SLOPES AL.ONG Pl)J,, PATH OF TRAVEL DO NOT EXCEED 1.8 CROSS SLOPE AND 4.BX RUNNING SLOPE (EXCEPT AT RAMP LOCATIONS, WHICH CANNOT EXCEED 8.33 RUNNING SLOPE).

LANlllNGS SHALL NOT EXCEEC 2X IN All lliRECTIDNS. MJA PATH OF TRAva MUST CONFORM TO All STATE ANO FEDERAL REGULATIONS.

GENERAL NOTES.

1. SEELANDSCAfltPLANSf'ORMAT£RIALiYPE.

2. EXISTING CURB, GUTTER. SIOEWALKS. AND VTILmES lO BE PROTECTED IN PLACE UNL£SS ornERWISE NOTED

3. AU. ADA PATHS or lRAVEL SHALL COMPLY Will-I THE REOUIREt.400S OF M LATEST EOmON OF THE CAUFORNll BUILDING COOE AND
SHAI..L HAVE A MAXIMUM 1.BX CROSS SLOPE ANO A MAXUJUM 4.8,t

RUNNING SLOPE,

4. ALL LANDINGS SHAU. HAVE A MAXIMUM 2% SLOPE IN ANY DIRECTION PER THE LATEST EDITION OF THE CMJFORN BUILOING COD£.

5. FEATHER OUT FINISH GRADES TO ENSURE POSITlVE DRAINAGE. MATCH EXISTING GRADES WHERE APPLICJJU. MAX GRADES ON TURf SH,'.1.L BE 1:6 (16.6 )

6. CONCRETE WALKWAY. 5• PCC MR TIVE SOIL SUBGRADE TO BE COMPACTED PER CURRENT GEOTECHNPCAL REPORT.

7. USEGAJ.VANIZEDSlEELSTARlERCOUPLINGSFORALLCONNECTIONS

BETWEEN NC SOR PIPE AND CONCREJ( PIPE,

8. CORE OPENING AND USE KOR-N-SEAL." OR APPRCM::0 EQUAL FUJ(IBLE COUPLINGS ON ALL CONNECTIONS TO w.NHOLES OR DRAIN INLETS.

9. CONTRACTOR TO VERIFY EXACT LOCATION. DEPTH ANO SIZE OF EXISTING UTILITY LINES PRIOR TO CONSTRUCTION.
1 D. CONTRACTOR TO PR0\11DE DETAILEO CONNECTIONS TO CfTY INSPECTOR

FOR APPROVAL

11. CONTRACTOR TO PROVIDE SEWER AND WATER CONNECTIONS FROM CML STUBS TO RELOCATED BUILDING.

12. ROAC SHALL REMAJN OPEN DURINC CONSTRUCTION. CONTRACTOR SHAl.l.PROVIDETRAFF'ICCONTROLPLANFORR EWANDAPPROVAI...

TO CITY ENGINEERING DEPARTMENT PRIOR TO DEMOUTlON
COMMENCEMENT. A MINIMUM OF (2) TWO 12' W\OE TRAfFlC LANES SIW.L REMAIN OPEN AT ALL TIMES, IF IAINIMUM LANES CAN NOT BE METlWfflCFLAGGINGISREQUIRED.
{@ Know wnor, below,
Callbelo!vyoudlg.

N
7=r
2 D
·
=1
SCALE:1"=10'
K
v -
PUBLIC WORKS DEPARTMEN"
PARKS DIVISION • PARK
PLANNING AND DMLOPMENl
245 NORTH UNION ROAD
MANTECA, CA 9S337
PHONE:(209)456-8636

cc:

C <(
cc: 0.
; i=
cz
0 ::,
0 :t
0u

I- z <( LIJ u
Ow g5

0 oix:c
1-z :fl <(
ix:
mr
"'
.

Westwood
_..,....., .........

REVISIONS
REV# DATE DESCRIPTION
04/07 /26 RESTROOM REVISIONS

APPROVED SUBIECT TO THI DATA
SHOWN. CITY OF MA mt CA AND THE O
EE: :

R
: g se:i:;;,
MAY BE PflfSENTON TMES£ PlANS.
24086
MS/YC

GRADING &

UTILITY PLAN

AND NOTES
Cl.O
ATTACHMENT 3

UNDERGROUND REPUBLIC WATER WORKS
2025 E LELAND RD
PITTSBURG, CA 94565
Phone 925-315-7473
111111111111111 II I II II II I II I IH
Quotation

EXPIRATION DATE QUOTE NUMBER
07/01/2026 S100060209
UNDERGROUND REPUBLIC WATER PAGE NO.

WORKS
2025 E LELAND RD
PITTSBURG, CA 94565
Phone 1 of 1 925-315-7473
QUOTE TO: SHIP TO:

SUAREZ & MUNOZ CONSTRUCTION, INC.
2490 AMERICAN AVE
HAYWARD, CA 94545
SUAREZ & MUNOZ - #25-008

WOODWARD PARK SPLASH PAD
710 E WOODWARD AVE
MANTECA, CA 95337

CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME/ RELEASE NUMBER SALESPERSON 1457 #25-008 WOODWARD PARK

WRITER SHIP VIA TERMS
Jimmy Sockol OT OUR TRUCK Net 30 Days

ORDER QTY DESCRIPTION
**
**LIST PER RICKY MUNOZ**
**
**
**
Bea K100 1 MTR. CHANNELS 39.37"
1ea K100 1/2 MTR. CHANNELS
Bea "ACO 41 OD PERFORATED GALVANIZED

STEEL GRATE ADA HEEL PROOF BICYCLE

PROOF PEDESTRIAN RATED CLASS A

DRAIN LOK BOL TLESS LOCKING SYSTEM
1 METER LONG 12666
1 ea "ACO 41 OD PERFORATED GALVANIZED

STEEL GRATE ADA HEEL PROOF BICYCLE

PROOF PEDESTRIAN RATED CLASS A

DRAINLOK BOL TLESS LOCKING SYSTEM
1/2 METER LONG 12667
2ea ACO UNIVERSAL END CAP FOR KS100
CHANNELS 96822
10ea K100 INSTALLATION CHAIRS
97477
1ea ACO GRATE REMOVAL TOOL 01318
1 ea ACO 10 OUNCE POLYMER SEALANT TUBES
Sales tax is not included in this quote.

The URWW terms & conditions are set forth at www.urwaterworks.com These terms & conditions are incorporated herein, and this quote is subject to such terms & conditions.

Printed By: JSOCKOL on 6/17/2026 1 :57:44 PM PDT
Jimmy Sockol

SHIP DATE
06/17/2026

UNIT PRICE
230.000/ea
156.700/ea
105.000/ea

80.000/ea

31.250/ea

52.500/ea

52.500/ea

45.000/ea
Subtotal
S&H Charges
Amount Due

ORDERED BY

RICKY MUNOZ

EXT PRICE
1840.00
156.70
840.00

80.00 62.50
525.00

52.50 45.00
3601.70

0.00 3601.70
ATTACHMENT 3

ACO DRAIN
KlassikDrain - KlOO Galvanized steel edge rail channel system One meter channel

39.37" (1 meter)

3.74" (95mm)
,.....,....----------- ;;. .rd-1.33" (34mm)
B
Knock-outs included on every 5th channel
Type K901 G In-line catch basin

19.69' (0.5 meter)
Outlet flow rates
Outlet Product !Outlet size Invert GPM CFS
(Sch. 40) Depth
A Bottom outlet - KOO 4" round 3.94" 108 0.24
A Bottom outlet - K40 4" round 11.81" 187 0.42
B Bottom outlet - KOO 6" oval 3.94" 177 0.39
B Bottom outlet - K40 6" oval 11.81" 306 0.68
C End outlet - K20 4" round 7.87" 132 0.29
C End outlet - K40 4" round 11.81" 171 0.38
D Kl-308-6 6" outlet cap 6" oval 9.84" 233 0.52
E Kl-408-6 6" outlet cap 6" oval 11.81" 264 0.59
F Type Kl-901G 4" round 19.30" 226 0.50
G Type Kl-901G 4" round 25.67" 265 0.59
H Type Kl-901G 4" round 25.30" 263 0.59
I Type Kl-901G 4" round 18.56" 222 0.49
J Type Kl-901G 6" round 25.85" 586 1.30
K Type Kl-901G 4" round 26.43" 269 0.60
L Type Kl-901G 4" round 19.36" 227 0.51
M Type Kl-901G 6" round 27.30" 604 1.35
N Type Kl-901G 6" round 19.99" 505 1.12
0 Type Kl-901G 8" round 27.30" 1051 2.34
p Type Kl-901G 6" round 26.43" 593 1.32
Q Type Kl-901G 4" round 27.17" 273 0.61
R Type Kl-901G 4" round 20.68" 235 0.52
s Type Kl-901G 4" round 18.99" 224 0.50
T Type Kl-901G 6" round 27.17" 602 1.34
Note: These are the pipe flow rates at the specified outlet, NOT channel flow rates. Catch basin flow rates are without trash bucket - using trash bucket reduces flow.

Sep 13/1

5.12" (130mm)
lj .. j/ 3.94"(100rnm) UJ 3.94"(100mm)
to

11.81" (300mm)

10.06" (255mm)
Half meter channel

19.69' (0.5 meter)
,a ]

6.69" (170mm) Kl-0103

8.66" (220mm) Kl-0203 '8!if 10.63" (270mm) Kl-0303

12.60" (320mm) Kl-0403

22.67" (576mm)
Total capacity = 10.49 gallons.

End Caps 6" Oval inlet cap

0.125' (3mm)---Ir 1.50" (38mm)
iLJ r :
d

10. ! m)Ll[I]-b
l
i-
? _
40 pipe Kl-404-6
= C 12.61" (320mm) LJ
.... 1.85' (47mm)---I 1--
6" Oval outlet cap
D Kl-308-6

10.64" (270mm)
E
Kl-408-6

12.61" (320mm)

5.50" (140mm)

1.50" (38mm)
[]

5.50" (140mm)
■
ATTACHMENT 3

ACO DRAIN
KlassikDrain K100 Galvanized steel edge rail channel system i :iJ-J
Description I Part I Invert I Weieht
No. Lbs.

Description I Part I bVert
I
Weieht
No. Lbs.

Kl-00 Neutral channel -39.37" (lm)D 74041 3.94 100 28.1 Kl-28 Sloped channel - 39.37" (lm) 74028 9.45 240 49.8 Kl-1 Sloped channel - 39.37" (lm) 74001 4.13 105 28.1 Kl-29 Sloped channel - 39.37" (1ml 74029 9.65 245 50.6 Kl-2 Sloped channel - 39.37" (1ml 74002 4.33 llO 28.9 Kl-30 Sloped channel· 39.37" (lml(i) 74030 9.84 250 51.4 Kl J Sloped channel 39.37' (1ml 74003 4.53 115 29.7 Kl-030 Neutral channel -39.37" (lmJD 74047 9.84 250 51.4 Kl-4 Sloped channel - 39.37" (1 ml 74004 4.72 120 30.5 Kl-0303 Neutral chamel -19.69" (0.5mJD 74048 9.84 250 24.0 Kl-5 Sloped channel• 39.37" (lm)© 74005 4.92 125 31.3 Kl-31 Sloped channel - 39.37" (lm) 74031 10.04 255 52.2 Kl-6 Sloped channel- 39.37" (1ml 74006 5.12 130 32.1 Kl-32 Sloped channel - 39.37" (1ml 74032 10.24 260 53.0 Kl-7 Sloped channel 39,37" (lm) 74007 5.31 135 32.9 Kl-33 Sloped channel· 39.37" (1ml 74033 10.43 265 53.8 Kl-8 Sloped channel - 39.37" (lm) 74008 5.51 140 33.7 Kl-34 Sloped channel - 39.37" (1ml 74034 10.63 270 54.6 Kl-9 Sloped channel• 39.37" (1ml 74009 5.71 145 34.5 Kl-35 Sloped channel· 39.37" (lm)D 74035 10.83 275 55.4 Kl-10 Sloped channel - 39.37" (lm)D 74010 5.91 150 35.3 Kl-36 Sloped channel- 39.37" (lm) 74036 11.02 280 56.2 Kl-010 Neutral channel -39.37" (lm)D 74043 5.91 150 35.3 Kl-37 Sloped channel- 39.37" (lm) 74037 11.22 285 57.0 Kl-0103 Neutral channel-19.69" (O.Sm)ll 74044 5.91 150 17.0 Kl-38 Sloped channel- 39.37" (lm) 74038 11.42 290 57.9 Kl-11 Sloped channel - 39.37" (1 ml 74011 6.10 155 36.1 Kl-39 Sloped channel-39.37" (lm) 74039 11.61 295 58.7 Kl-12 Sloped channel - 39.37" (lm) 74012 6.30 160 36.9 Kl-40 Sloped channel - 39.37" (lm)D 74040 11.81 300 59.5 Kl-13 Sloped channel• 39.37" (lm) 74013 6.50 165 37.7 Kl-040 Neutral channel -39.37" (lm)ll 74049 11.81 300 59.5 Kl-14 Sloped channel- 39.37" (lm) 74014 6.69 170 38.5 Kl-0403 Neutral channel -19.69" (O.Sm)D 74050 11.81 300 27.5 Kl-15 Sloped channel - 39.37" (lm}D 74015 6.89 175 39.3 Kl-901G In-line catch basin -19.69" (0.5mJ3) 94608 27.63 702 52.6 Kl-16 Sloped channel- 39.37" (lm) 74016 7.09 180 40.1 Kl-621G catch basin-19.69" (0.5mJl> 94617 28.86 733 55.8 Kl-17 Sloped channel - 39.37" (lm) 74017 7.28 185 40.9 Kl-631G catch basin-19.69" (0.5m)'il> 94631 40.86 1038 65.8 Kl-18 Sloped channel- 39.37" (lm) 74018 7.48 190 41.7 Kl-Series 600 Optional plastic riser 99902 10.0 Kl-19 Sloped channel - 39.37" (lm) 74019 7.68 195 42.5 Foul air trap -fits both 900 & 600 series basins 90854 1.2 Kl-20 Sloped channel - 39.37" (lm)D 74020 7.87 200 43.4 Kl-304-6 6' Inlet Cap 96839 9.84 250 5.2 Kl-020 Neutral channel -39.37" (lm)D 74045 7.87 200 43.4 Kl-308-6 6' Outlet Cap 96840 9.84 250 5.0 Kl-0203 Neutral charmel - 19.69" (0.5mJD 74046 7.87 200 20.5 Kl-404-6 6" Inlet Cap 96834 11.81 300 6.0 Kl-21 Sloped channel - 39.37" (lm) 74021 8.07 205 44.2 Kl-408-6 6' Outlet Cap 96836 11.81 300 5.8 Kl-22 Sloped channel· 39.37" (1 ml 74022 8.27 210 45.0 Universal end cap 96822 ll.81 300 0.4 Kl-23 Sloped channel-39.37" (1ml 74023 8.46 215 45.8 Debris strainer for 4' bottom knockout 93488 0.2 Kl-24 Sloped channel- 39.37" (lm) 74024 8.66 220 46.6 4' Oval to 6' round outlet adapter 95140 1.1 Kl-25 Sloped channel· 39.37" (lm)D 74025 8.86 225 47.4 Klnstallation device 97477 2.8 Kl-26 Sloped channel· 39.37" (1ml 74026 9.06 230 48.2 Grate removal tool 01318 0.3 Kl-27 Sloped channel- 39.37" (lm) 74027 9.25 235 49.0 Kl -Quicklok locking bar 02899 0.1 Notes:

1. This channel offers a bottom knockout feature; 4" round/6" oval.

2. Inverts shown are for the male end; for female invert depth subtract 5mm ("'0.2"1 from the male invert (except for neutral channels, where it will be same as male invert).

To calculate the overall channel depth add 20mm ("'0.8"1 to invert depth.

3. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, trash bucket and plastic base. Select an appropriate grate.

4. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, deep trash bucket, plastic riser and plastic base. Select an appropriate grate.

Specifications
General
The surface drainage system shall be ACO Drain
KlOO complete with gratings secured with 'Quicklok'
locking as manufactured by ACO Polymer Products,
Inc. or approved equal.

Materials
The trench system bodies shall be manufactured
from polyester polymer concrete with the minimum
properties as follows:

Compressive strength:

Flexural strength:

ACO Polymer Products, Inc.
14,000 psi
4,000 psi
Northeast Sales Office West Sales Office
P.O. Box 245 P.O. Box 12067
Chardon, OH 44024 Casa Grande, AZ 85130
Tel: (4401285-7000 Tel: (5201421-9988
Water absorption 0.07%
Frost proof YES
Salt proof YES
Dilute acid and alkali resistant YES
The nominal clear opening shall be 4" (100mml
with overall width of 5.12" (130mm). Pre-cast units
shall be manufactured with either an invert slope of

0.5% or with neutral invert and have a wall thickness
of at least 0.50" (13mml. Each unit will feature a
partial radius in the trench bottom and a male to
female interconnecting end profile. Units shall have
horizontal cast in anchoring keys on the outside
wall to ensure maximum mechanical bond to the
surrounding bedding material and pavement surface.

The galvanized steel edge rail will be integrally
cast in by the manufacturer to ensure maximum
homogeneity between polymer concrete body and
edge rail. Each edge rail shall be at least 3/32"
(2.5mm) thick.

Grates
Grates shall be specified. See separate ACO Spec
Info grate sheets for details. After removal of grates
and 'Quicklok' bar there shall be uninterrupted
access to the trench to aid maintenance.

Installation
The trench drain system shall be installed in
accordance with the manufacturer's installation
instructions and recommendations.

Southeast Sales Office
4211 Pleasant Road
Follow us on SPECZ
Fort Mill, SC 29708
Toll free: (800) 543-4764 Toll Free: (8881 490-9552
Toll free: (8001 543-4764
Fax: (803) 802-1063
Electronic Contact:
[email protected]
www.ACODrain.us II; Fax: (440) 285-7005 Fax: (5201421-9899 © September 25, 2013 ACO Polymer Products, Inc. This information is believed to be accurate but it is not guaranteed to be so. We cannot assume liability for results that buyer obtains with our product since conditions of use are beyond the control of the company. It is the customer's responsibility to evaluate suitability and safety of product for his own use. ACO Polymer Products Inc. reserves the right to change the product and specifications without notice.

Sep 13/1
ATTACHMENT 3

ACO DRAIN
Type 410D/412D Perforated galvanized steel grate (ADA)
Product Features
• Certified to EN 1433 Load Class A- 3,500 lbs - 70 psi • Uses 'Drainlok' boltless locking system
• Suitable for use with Kl00, KSlOO, Hl00-8, Hl00-10, and HlOOK-8 channels • Manufactured from 16 gauge galvanized steel
• Patented reinforcement underneath designed to prevent bowing and collapse • Complies with ADA - American Disabilities Act of 1990 Section 4.5.4 • Complies with ASME: Al 12.6.3 - 2001: Section 7.12
Heel Resistant Strainers and Grates
• Bicycle Tire Penetration Resistant to AS3996-2006
Specifications
General
The surface drainage system shall be ACO Drain KlOO, KSlOO, Hl00-8, Hl00-10, and HlOOK-8 channels* complete with ACO Type 410D/412D Perforated galvanized steel grate with 'Drainlok' locking as manufactured by ACO Polymer Products, Inc. or similar approved.

Materials
The covers shall be manufactured from galvanized steel and have minimum properties as follows:-
• Independently certified to meet Load Class A
to EN 1433 - 3,500 lbs - 70 psi
• 16 gauge galvanized steel
• Intake area of 14.l sq. in. (91.0 cm2} per half meter of grate The overall width of 4.84" (123mm) and overall length of 39.37" (1000mm) (Type 410D) and 19.69" (500mm)(Type 412D). Perforations measure 0.25" (6.35mm) in diameter.

Installation
The trench drain system and grates shall be installed in accordance with the manufacturer's installation instructions and recommendations. • delete as appropriate
ATTACHMENT 3

ACO DRAIN
Type 410D/412D Perforated galvanized steel grate (ADA)
'3 ■'41 ]
Plan view
Side elevation
Description Part No. Length Width Weight
Inches (mm) Inches (mm) lbs.

Drainlok grates
Type 410D perforated galvanized grate
Type 412D perforated galvanized grate
12666
12667

39.37(1000) r 4.84(123) 6.3

19.69 (500) 4.84 (123) 3.2
'Dralnlok' locking mechanism
ACO Polymer Products, Inc.

Northeast Sales Office West Sales Office
9470 Pinecone Drive 825 W. Beechcraft St.

Mentor, OH 44060 Casa Grande, AZ 85122
Tel: (440) 639-7230 Tel: (520) 421-9988
Toll free: (800) 5434764 Toll Free: (888) 490-9552
Fax: (440) 639-7235 Fax: (520) 421-9899
ACO Drainlok 1 is a patented,
boltless locking system that
Drainlok clip removes the need for bolts and
bars and improves the hydraulic
capacity of the channel. The
Drainlok™ mechanism simply
clips into the channel edge rail for
rapid installation. ACO Drainlok™
grates are fitted with an ant shunt
mechanism that restricts unwanted
grate movement when installed,
improving durability and longevity
of the system.

Southeast Sales Office
4211 Pleasant Road
Follow us on
ll _, ti Fort Mill, SC 29708
Toll free: (800) 5434 764
Fax: (803) 802-1063
Electronic Contact:
[email protected]
www.ACODrain.us
© August 2016 ACO Polymer Products, Inc. This information is believed to be accurate but it is not guaranteed to be so. We cannot assume liability for results that buyer obtains with our product since conditions of use are beyond the control of the company. It is the customer's responsibility to evaluate suitability and safety of product for his own use. ACO Polymer Products Inc. reserves the right to change the product and specifications without notice.

SPECZ
lllo
ATTACHMENT 3
co
smc
Suarez & Munoz Construction, Inc.

General Engineering and Landscape Contractors
2490 American Ave., Hayward, CA 94545-1155
Lie. No. 873996, Class A, B, C8, C27
(510) 782-6065
(510) 782-6078 FAX
PCO 05 - Fence Revisions per Revised Project Drawings
Date: June 24, 2026
Project: Woodward Park Restroom Relocation - CIP 24086
To: City of Manteca
Attn: Michael Rosales
Item Description
Fence Revisions per Revised Project
1 Drawings
Inclusions:

Per MA Fence Proposal (Attached)
Exclusions:

Permits & Fees
Per MA Fence Proposal (Attached)
Quantity Units
1 LS
Unit Price Extension
$2,439.60 $
Total $
If you have any questions or need any further information please give me a call at (510) 782-6065.

Thank you,
l & C ,J .

Ricky Munoz
Project Manager
510-774-1541
2,439.60
2,439.60
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
P.C.O.NO.

TO DATE ___________
_
CONTRACT NO._C_IP_2_4_08_6 ___________
_ CONTRACTOR JOB NO. _2_5-_01_6 _________
_
WORK PERFORMED BY Suarez & Munoz Construction, Inc.

DESCRIPTION OF WORK Fence Revisions per Revised Project Drawings DATE PERFORMED_TB_D ___________ _
DATE OF REPORT_6/_2_4/_20_2_6 ________ _
nVIJl'\LY HVUKLY
ID.NO. EQUIPMENT HOURS RATE EXTENDED AMOUNTS P.R.# LABOR HOURS RATE EXTENDED AMOUNTS $ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
Equipment Sub Total $ $
$
Materials $
$ $
$ $
$ $
$ $
$ $
$ $
$
$
$
Materials Sub Total $ $
Equipment & Materials Sub Total $ Sub Total $0.00
Subcontractor
DESCRIPTION UNIT UNIT COST EXTENDED AMOUNTS LABOR SURCHARGE· (SEE SPECIAL PROVISIONS) $0.00 SUBSISTANCE ---- NO. __ @$
AAA Fence 1 $ 2.280.00 $ 2,280.00 TRAVEL EXPENSE ---- NO. -- @$ $ OTHER
$
Subcontractor Sub Total $2,280.00 TOTAL COST OF LABOR A $0.00 TOTAL COST OF MATERIAL & EQUIPMENT B $0.00
TOTAL COST OF SUBCONTRACTORS C $2,280.00
15% MARKUP ON LABOR COST (SEE CONTRACT) (A) $0.00

CONTRACTOR'S REPRESENTATIVE
15% MARKUP ON EQUIPMENT & MATERIAL (B) $0.00
5% Mark-up on Subcontractors (C) $114.00
2% Bonds (D) $45.60

RESIDENT ENGINEER/ INSPECTOR
TOTAL THIS REPORT $2,439.60
ATTACHMENT 3
AAA FENCE COMPANY, INC.
2560 San Juan Hollister Rd, Hollister, CA 95023
PHONE (408) 727-5465 FAX (408) 970-8680
Suarez & Munoz June 18, 2026
ATN: Ricky Munoz
PROJECT: Woodward Park Splash Pad Phase II Restroom Relocation -AAA Fence Job #25079 CHANGE ORDER #1 - New Gates
1) Additional Cost- Per Fence plan Revisions-
- 1 ea 7'H x 8'W double swing gates per new gate Dimensions. Det 11 / L 7 .1 *Plan sheet L3 .1 does not show equal gate leafs at North side gate.

See below for full list of exclusions by AAA Fence Co.

THE ADDITONAL COST IS $2,280.00

PLEASE ADVISE
Thanks.

AAA Fence Company Inc.
___ CY 'R ----
Cmz Ramirez
Estimator
Accepted for
Customer by ______ _
Title -------------
EXCLUSIONS: Bond Premium, Waiver of Subrogation on Workers Compensation Insurance, Building Permits, Railroad Protective Liability Policy, Special Coverage Insurance Premiums, Penalties for Delays beyond AAA Fence Control, Clearing I Grubing, Grading, Concrete & Asphalt Patching, Lightning Protection System., Temporary Fences, Surveys and Layout staking, Traffic Control, Painting, Demo/ Removal of fences, Embeds for fence posts such as Weld Plates/ Post Pockets / Sonitube or Sleeves, Core-Drilling and Saw Cutting, Dewatering or Casings for post holes that encounter water during or after post hole drilling, Removal or Disposal of Dirt Spoils (Dirt spoils will be left near the fence post holes), Removal or Disposal of Hazardous Substances, Padlocks & Locking Hardware, Keying and cores for locks, Knox Boxes and Knox Padlocks, Guardrails, Handrails, Concrete Mowbands and Flat Work, Hand Digging post holes, Potholing, Liability For Locating Underground Utilities (except as identified by USA Underground), Liability For Damages To Un-located Underground Utilities, Landscape Restoration - Damages or repairs to landscaping, flower/ planter beds, trees, shrubbery, drain lines and pipes, sprinklers and irrigation lines, electrical or phone lines, etc .. during installation of this scope of work. Repairs to exisitng fences as needed, Windscreens, Guardrails, Railings, Handrails, Signs on fences and gates, Bollards, POWER, FENCE GROUNDING & ELECTRICAL WORK, CONDUITS, TELEPHONE LINE(S), ACCESS CONTROL WIRING, AND ACCESS CONTROLS EXCLUDED UNLESS SPECIFICALLY INCLUDED ABOVE. (CONDUITS BY OTHERS TO BE CLEARLY LABELED, MARKED ON DRAWINGS, AND HAVE PULL STRINGS.), ENGINEERING CALCULATIONS, STAMPED DRAWING, CAD DRAWINGS, 3D DRAWINGS, BIM MODELING.UNDERGROUND UTILITIES BEYOND U.S.A. ARE TO BE LOCATED AND CLEARLY MARKED, OR EXPOSED BY G.C., OWNER, END USER OR THEIR RESPECTIVE REPRESENTATIVE PRIOR TO MOBILIZATION TO BEGIN DIGGING.

Proposal is Valid for 60 Days - Acceptance of this Proposal will require this Proposal and Bid Clarifications to be incorporated into the Contract Documents as an Exhibit and shall include all Exclusions noted above. AAA Fence Company will be provided with two complete sets of plans and specifications free of charge. AAA Fence Company's Bid Clarifications listed below are incorporated into and made part of this Proposal. The Proposal, Bid Clarifications, and Exclusions are Material terms of the bid Proposal and any subcontract agreement. After 60 Days the Proposal & prices shall not be reasonably relied upon.

ATTACHMENT 3
smc
Suarez & Munoz Construction, Inc.

General Engineering and Landscape Contractors
2490 American Ave., Hayward, CA 94545-1155
Lie. No. 873996, Class A, B, C8, C27
(510) 782-6065
(510) 782-6078 FAX
PCO 06 - Credit (Electrical Trenching)
Date: June 24, 2026
Project: Woodward Park Restroom Relocation - CIP 24086
To: City of Manteca
Attn: Michael Rosales
Item Description Quantity Units Unit Price Extension
Partial Credit SOV Line item # 2 "Electrical
1 Trenching and Conduit" 1 LS -$52,272.00 $
Total $
Inclusions:

Partial Credit SOV Line item # 2 "Electrical Trenching and Conduit" Exclusions:

Permits & Fees
If you have any questions or need any further information please give me a call at (510) 782-6065.

Thank you,
l & C , JM.

Ricky Munoz
Project Manager
510-774-1541
(52,272.00)
(52,272.00)
ATTACHMENT 3
smc
Suarez & Munoz Construction, Inc.

General Engineering and Landscape Contractors
2490 American Ave., Hayward, CA 94545-1155
Lie. No. 873996, Class A, B, C8, C27
(510) 782-6065
(510) 782-6078 FAX
PCO 07 - Utility Relocations Due to Restroom Revision
Date: July 6, 2026
Project: Woodward Park Restroom Relocation - CIP 24086
To: City of Manteca
Attn: Michael Rosales
Item Description
Utility Relocations Due to Restroom
1 Revision
2 3/4" Crushed Grey Rock
3 Credit - Mulch
Inclusions:

Relocate Drain Inlet and pour new base
Relocate sewer cleanouts due to fence footing clash
relocate potable water pipe at trench drain location
Clearing and Grubbing
Remove and dispose trash left behind by PRC
Item 2
Quantity Units
1 LS
1 TN
1 LS
3/4" Washed Crushed Grey Rock includes Material and Trucking cost.

Includes Mirafi 140N Fabric
Item 3
Credit for mulch includes material and trucking cost.

Trucking cost calculated 1hr of trucking@ $130/hr
Exclusions:

Permits & Fees
Unit Price Extension
$2,508.36 $
$2,922.29 $
-$257.56 $
Total $
If you have any questions or need any further information please give me a call at (510) 782-6065.

Thank you,
b & C ,JM.

Ricky Munoz
Project Manager
510-77 4-1541
2,508.36
2,922.29
(257.56)
5,173.09
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
CONTRACT NO. -=C'-"I P....:2
::.;4.a.; 0 8=-=6'--- - - - - - - - - - - -
WORK PERFORMED BY Suarez & Munoz Construction Inc.

DESCRIPTION OF WORK Utility Relocations Due to Restroom Revision HOURLY
ID.NO. EQUIPMENT HOURS RATE
EauiPment Sub Total
Materials
1 -1/2 " C opper C ouoler 1.00 $ 15 .00
1 -1/2 " Sch 8 0 nipple 1. 0 0 $ 6 .00
45's - 4 " • Sewer 6. 0 0 22.15
6 " to 4" reducer - Sewer 2 .00 41.90
4" Cleanout C aPS - Sewer 2.00 17.10
Concrete Baos for Drain Inlet Base Relocation 12. 0 0 10. 0 0 Materials Sub Total
Equipment & Materials Sub Total
Subcontractor

EXTENDED AMOUNTS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$ 15 .0 0
$ 6 .0 0
$ 132 .90
$ 83.80
$ 34.20
$ 120. 0 0
$
$
$ 391.9 0
$ 391.90
P.C.O. NO. ___________ _
TO DATE ___________ _
CONTRACTOR JOB NO. -=2=5 -0--=----'--' 1 6'----- - - - - - - - - -

DATE PERFORMED ------------ TBD
DATE OF REPORT�7�ffl���02:;.:6;...._ _______ _
HOURLY
P.R.# LABOR HOURS RATE I EXTENDED AMOUNTS
Labor Foreman 8 $117. 0 0 $ 936 .00
Laborer 8 $102.00 $ 81 6 .00
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Sub Total $1,7 5 2.0 0
DESCRI P TION UNIT UNIT C OST EXTENDED AMOUNTS LABOR SURCHARGE - (SEE SPECIAL PROVISIONS) $0. 0 0 SUBSISTANCE ---- NO. __ @$
$ TRAVEL EXPENSE
---- NO. __ @$
$ OTHER
$
Subcontractor Sub Total $0.00 TOTAL C OST OF LABOR A $1 ,75 2 .00 TOTAL COST OF MATERIAL & EQUIPMENT B $391.90
TOTAL COST OF SUB C ONTRACTORS C $0 .0 0
15 % MARKUP ON LABOR COST (SEE CONTRACT) (A) $2 6 2 .8 0

CONTRACTOR'S REP RESENTATIVE
15 % MARKUP ON EQUIPMENT & MATERIAL (B) $5 8 .79
5% Mark-up on Subcontractors (C) $0.00
2 % Bonds (D) $42.8 8

RESIDENT ENGINEER/ INS P ECTOR
TOTAL THIS REPORT $2 ,5 0 8 .36
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
CONTRACT NO._C_IP_2_4_08_6 ___________ _
WORK PERFORMED BY Suarez & Munoz Construction, Inc.

DESCRIPTION OF WORK 3/4" Crushed Washed Rock - Grey
ID.NO. EQUIPMENT HOURS
HOURLY

RATE EXTENDED AMOUNTS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
EauiDment Sub Total $
Materials
3/4 • Crushed Grev Rock 18.00 $ 70.47 $ 1,268.46
Mirafi 140N 1.00 $ 821.22 $ 821.22
$
$
$
$
$
$
$
Materials Sub Total $ 2,089.68
Equipment & Materials Sub Total $ 2,089.68
Subcontractor

DESCRIPTION UNIT UNIT COST EXTENDED AMOUNTS
$
$
$
Subcontractor Sub Total $0.00
15%

CONTRACTOR'S REPRESENTATIVE
15%
P.C.O. NO. __ -'-----------
CONTRACTOR ������-2-5--0-16
_________ _
DATE PERFORMED--'T""'B""D _________ _
DATEOFREPORT_7�/6�n�0=26�--------
HOURLY
P.R.# LABOR HOURS RATE I EXTENDED AMOUNTS
$
Laborer 2 $102.00 $ 204.00
Laborer 2 $102.00 $ 204.00
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Sub Total $408.00
LABOR SURCHARGE - (SEE SPECIAL PROVISIONS) $0.00
SUBSISTANCE ---- NO. __ @$
TRAVEL EXPENSE ---- NO. __ @$
OTHER
TOTAL COST OF LABOR A $408.00
TOTAL COST OF MATERIAL & EQUIPMENT B $2 089.68
TOTAL COST OF SUBCONTRACTORS C $0.00
MARKUP ON LABOR COST (SEE CONTRACT) (A) $61.20
MARKUP ON EQUIPMENT & MATERIAL (B) $313.45
5% Mark-up on Subcontractors (C) $0.00
2% Bonds (D) $49.95

RESIDENT ENGINEER/ INSPECTOR
TOTAL THIS REPORT $2,922.29
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
CONTRACT NO. �C�IP-'2�4�08�6 ___________ _
P.C.0. NO. ___________ _
TO DATE ___________ _
CONTRACTOR JOB NO. -"2=5-""
0 "'"' 16'--- - - - - - - - - -
WORK PERFORMED BY Suarez & Munoz Construction, Inc. DATE PERFORMED_T_B_D _________ _ DESCRIPTION OF WORK""'C"'"' re'""d""it
-' - M"""u""lc=h _________________________ _ DATE OF REPORT-'-7 '"" /6=I 2=0 2=6 '-- - - - - - - - -

HOURLY HOURLY
ID.NO. EQUIPMENT HOURS RATE EXTENDED AMOUNTS P.R.# LABOR HOURS RATE EXTENDED AMOUNTS $ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
Equipment Sub Total $ $
$
Materials $
Mulch 9.00 $ 111. 2 5 $ (1 0 1.25) $
$ $
$ $
$ $
$ $
$ $
$
$
$
Materials Sub Total $ (1 0 1.25) $
Equipment & Materials Sub Total $ (101.25) Sub Total $0. 0 0 Subcontractor
DESCRIPTION UNIT UNIT COST EXTENDED AMOUNTS LABOR SURCHARGE· (SEE SPECIAL PROVISIONS) $0 .0 0 SUBSIST ANCE ---- NO. __ @$
Truckina 1 $ 1130. 0 0 ) $ (130. 0 0 1 TRAVEL EXPENSE
---- NO. __ @$
$ OTHER
$
Subcontractor Sub Total ($130.001 TOTAL COST OF LABOR A $0. 0 0 TOTAL COST OF MATERIAL & EQUIPMENT B -$1 0 1.2 5
TOTAL COST OF SUBCONTRACTORS C -$130.0 0
15% MARKUP ON LABOR COST (SEE CONTRACT) (A) $0. 0 0

CONTRACTOR'S REPRESENTATIVE
15% MARKUP ON EQUIPMENT & MATERIAL (B) -$15.19
5% Mark-up on Subcontractors (C) -$6.50
2% Bonds (D) -$4. 6 3

RESIDENT ENGINEER/ INSPECTOR
TOTAL THIS REPORT -$2 57.56
ATTACHMENT 3
- ----------- - - -------;;;,, -----
P.O. Box 11462
Pleasanton, CA 94588
Office: (925) 449-5400 Fax: (925) 449-5407
Email: [email protected]
Quote
107732
Company: SUAREZ & MUNOZ CONSTRUCTION, INC. (E)
Attn: RICKY
Job: UNKNOWN
City: MANTECA
tern Qty -Ton/Yard Delivery Material Description -Material Trucking # Type Cost
1 21 TONS TRAN 3/4 X 1/2 CRUSHED ROCK INCL
- -
This bid is VALID for 90 DAYS from the above date
Terms & Conditions
1 Prices are quoted FOB destination unless otherwise noted. 2 Sales tax on the full delivered price willbe based on city & county of destination. 3 All invoices not paid within 30 days are subject to a 1 .5% finance charge.

Cost
INCL
Date: 07/06/2026
Fax: 510.782.6078
-
Truk Dump Bridge Total
Code Fee Tolls Delivery
Per Ld Price
y 69.75
-
Est Est
Round Lds
Trip
1 4 Effective January 1, 2025 a FUEL SURCHARGE may be charged on estimated trucking Rates Only. It may fluctuate with fuel and energy costs.
5 Unless otherwise noted, pricing is based on full truckload quantities. Partial loads will be adjusted accordingly. 6 All samples for testing, approval and quality control to be taken from stockpiles at the plant. 7 Any ADDED ADDITIONAL testing from Quotes will be at the contractor/owner's expense. 8 Written approval is required prior to shipment unless waived by Pleasanton Trucking, Inc. 9 Materal is considered accepted upon delivery and is no longer the responsibility of Pleasanton Trucking, Inc. 10 Some materials are subject to limited availability.
11 Pleasanton Trucking, Inc. is not responsible for delays due to material, fuel or trucking shortages, supplier's inability to produce, road closures, inclement weather or other unforseen circumstances beyond our control. 12 Stand-By time wili be billed at $2.67 per minute for any delivery requiring more than 30 Min on site to unload. 13 These prices are based on normal weekday hours of service, weekends are additional cost. 14 Trucking costs are bid by hourly, tonnnage, yardage or loads. 15 All jobs are subject to pre-lien.
16 Rates subject to change if haul amount is adjusted after bid is accepted. 17 Loads Are Subject to an ENVIRONMENTAL FEE.
18 One load orders are subject to a 2 hour minimum at the current hourly rate. 19 PTI Is in Compliance with the California Air Resource, It Does Not Mean All Trucks Are in Tier 4 Compliance. 20 There will be a Additional charge after 30 Minute on all off hauling Jobs site Bids. 21 Due to GARB and Storm Water, we are required to charge $12.00 per load environmental fee on all loads, these are subject to change due to quarries.
22 A Inflation Fee of up to 10% may be added to jobs over 90 DAYS OLD 23 Cancelled or changed orders after placed could be subject to restocking fee 24 These quotes are not eligible for prevailing wage rates.

25. All quotes must be signed by a person authorized to sign contracts before any deliveries are made.

26. Buyer is to not rely on Pleasanton Trucking Inc to select materials and all materials are sold as is, WITHOUT MATERIAL WARRANTY.

27. PTI takes due diligence in producing materials to the best of our ability. PTI is not responsible for defects in products. Buyer assumes all responsibilty once product has been delivered and buyer assumes all risks.

Thank you,
Tom Bonnell, President
Bid Accepted By (signature): _________________________ _ Print Name: __________________________ _
PO#: _____________________ _
This quote must be signed & returned prior to placement of any orders for these materials.

Remember, we can also supply special mixes, organic compost & decorative rock for a variety of landscaping jobs.

Env
Fee
Per Ld

13.00 ATTACHMENT 3
ATTACHMENT 3
What can ·we help you find?

HOME I ALL PRODUCTS / LANDSCAPE SUPPLY / EROSION CONTROL / GEOTEXTILES / OL0CASTLE : 70201180
Mirafi l!ION Geotextile Non-Woven Filter Fabric

12.5 ft. x 360 ft. Roll
• Durable polypropylene material ensures long-lasting performance and reliability • Ideal for internal structure and general landscape applications • Generous 12.5 ft. x 360 ft. coverage area
Available by Request Check ottler Branches
SIZE .AVAILABILITY RETAIL PRICE YOUR PRICE
• Roll (1) Available by Request CD $1.009.50 $821.22
ATTACHMENT 3
Ricky Munoz
From:

Sent:

To:

Cc:

Subject:

Adam Rulifson <[email protected]>
Friday, January 16, 2026 3:32 PM
Ricky Munoz

PACIFIC LANDSCAPE SUPPLY
City of Manteca - Woodward Park
[CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe]
Hey Ricky
Chris passed along your request for material. The price on the organic compost is $15.25 a yard and the Arbor Mulch is $11.25 a yard. There is a short load fee for material for loads less than 25 yards. If this material is delivered on a transfer it is $430. Now if you put the material on the same truck we wave the short load fee. Let me know if you have any questions.

Regards,
Adam Rulifson
0: 209-593-1199
C: 925-817-0298
www.pacificlandscapesupply.com
·
1 ATTACHMENT 3
co
smc
Suarez & Munoz Construction, Inc.

General Engineering and Landscape Contractors
2490 American Ave., Hayward, CA 94545-1155
Lie. No. 873996, Class A, B, C8, C27
(510) 782-6065
(510) 782-6078 FAX
PCO 08 - Added Truncated Domes, Concrete Joints and Cleanout Relocation
Date: July 17, 2026
Project: Woodward Park Restroom Relocation - CIP 24086
To: City of Manteca
Attn: Michael Rosales
Item Description Quantity Units Unit Price Extension
Added Truncated Domes, Concrete Joints
1 and Cleanout Relocation 1 LS $2,500.00 $
Total $
Inclusions:

Added Truncated Domes, Concrete Joints and Cleanout Relocation Exclusions:

Permits & Fees
If you have any questions or need any further information please give me a call at (510) 782-6065.

Thank you,
b & C , J .

Ricky Munoz
Project Manager
510-77 4-1541
2,500.00
2,500.00
ATTACHMENT 3

LABOR, MATERIAL & EQUIPMENT BREAKDOWN
2490 American Ave., Hayward, CA 94545-1155
P.C.O.NO.

TO DATE
___________
_
CONTRACT NO . ..;C.;.IP..;2c.4.;.08.;.;6 ___________ _ CONTRACTOR JOB NO. ------------ 25-016 WORK PERFORMED BY Suarez & Munoz Construction, Inc. DATEPERFORMED....;;TB..;;;.;;;;.D _________
_
DESCRIPTION OF WORK Added Truncated Domes, Concrete Joints and Cleanout Relocation DATE OF REPORT ------------ 7/17/2026 HUUKLY nuur<LT
ID.NO. EQUIPMENT HOURS RATE EXTENDED AMOUNTS P.R.# LABOR HOURS RATE EXTENDED AMOUNTS $ Labor Foreman 8 $117.00 $ 936.00
$ Laborer 8 $102.00 $ 816.00
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
Equipment Sub Total $ $
$
Materials $
$ $
Truncated Domes 1.00 $ 384.75 $ 384.75 $
$ $
$ $
$ $
$ $
$
$
$
Materials Sub Total $ 384.75 $
Equipment & Materials Sub Total $ 384.75 Sub Total $1,752.00 Subcontractor
DESCRIPTION UNIT UNIT COST EXTENDED AMOUNTS LABOR SURCHARGE • (SEE SPECIAL PROVISIONS) $0.00 SUBSISTANCE ---- NO. __ @$
$ TRAVEL EXPENSE ---- NO.
__ @$
$ OTHER
$
Subcontractor Sub Total $0.00 TOTAL COST OF LABOR A $1,752.00 TOTAL COST OF MATERIAL & EQUIPMENT B $384.75
TOTAL COST OF SUBCONTRACTORS C $0.00
15% MARKUP ON LABOR COST (SEE CONTRACT) (A) $262.80

CONTRACTOR'S REPRESENTATIVE
15% MARKUP ON EQUIPMENT & MATERIAL (B) $57.71
5% Mark-up on Subcontractors (C) $0.00
2% Bonds (D) $42.74

RESIDENT ENGINEER/ INSPECTOR
TOTAL THIS REPORT $2,500.00
ATTACHMENT 3