Work Order Signature Document
EZIQC Contract No.: CA-R5-GB02-123021-NCM
San Leandro - Tennis Court Resurfacing
New Work Order
108351.00
Modify an Existing Work Order
Work Order Title:
Work Order Number.: Work Order Date:
X
11/20/2022
Contractor Name:
Contact:
Phone:
Contact:
Phone:
Darin Terrazas
805-544-5583
Owner Name: City of San Leandro
Jennifer Auletta
(510) 577-6022
Newton Construction & Management
Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell EZIQC Contract No CA-R5-GB02-123021-NCM.
Brief Work Order Description:
San Leandro - Tennis Court Resurfacing - Washington Manor Park Liquidated Damages Will apply: Will not apply:
Estimated Completion Date:
Time of Performance Estimated Start Date:
X
Work Order Firm Fixed Price: $406,754.27
Owner Purchase Order Number:
Approvals
City of San Leandro Date Contractor Date
2.00
11/20/2022
Work Order Signature Document
3.00 Detailed Scope of Work
To: Darin Terrazas From: Jennifer Auletta
Newton Construction & Management City of San Leandro
2436 Broad St 835 East 14th Street
San Luis Obispo, CA 93401 San Leandro, CA 94577
805-544-5583 (510) 577-6022
Work Order Number:
Date Printed:
Work Order Title:
Brief Scope:
November 20, 2022
108351.00
San Leandro - Tennis Court Resurfacing
San Leandro - Tennis Court Resurfacing - Washington Manor Park Preliminary Revised X Final
The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work.
DETAILED SCOPE OF WORK
PROJECT NAME: Tennis Courts Resurfacing Project
OWNER: City of San Leandro Public Works Dept.
PROJECT LOCATION: Washington Manor Park - 14900 Zelma Avenue, San Leandro 94579 PROJECT DESCRIPTION The Tennis Courts Resurfacing Project consists of the resurfacing of tennis courts and converting some of the existing tennis courts into new pickleball courts at Washington Manor Park, located at 14900 Zelma Avenue, San Leandro 94579, refer to the project plans sheets 1 to 11, dated November 2021 by CSG Consultants, Inc., and the specifications for detailed information and requirements. There are four courts, 2 Courts are to be converted into 6 Pickle Ball Courts.
DETAILED SCOPE OF WORK
Asphalt Repairs and Surface Prep.
1. Grind all surface cracks to remove edges.
2. Crack Filling and Leveling: Lance all cracks and fill with Acrylic Patch Compound. Fill all scrapes, gauges, and rough surfaces with Acrylic Patch Compound. NOTE: All cracks will reappear without slipsheet overlay system. Based on the subcontractor's experience the Rite Way system is not suitable due to the size, depth, and quantities of cracks at the site and will not be used on this project.
3. Flood and Fill Areas of Standing Water: Straightedge leveling of low areas to eliminate standing water.
Assumes the court has industry standard 1% slope and average of 3 water holes less than 10' diameter and 3/8" depth. Additional corrections will be additional cost.
4. Slipsheet Overlay System Layers Structure:
a. Substrate: Cracked, uneven asphalt or concrete existing b. Slipsheet Layer: Fiberglass Felt, GLASFAB #30
c. Carpet Coat Membrane #1: Jute/Burlap reinforced membrane d. Topping ½”: Mix Carpet coat/gravel/plaster sand.
e. e/f Carpet Coat Membrane #2/Refinement Coats/Hot Roll. f. Tennis Court Surface System.
5. Installation Process:
11/20/2022
Scope of Work
Detailed Scope of Work Continues..
Work Order Title:
Work Order Number: 108351.00
San Leandro - Tennis Court Resurfacing
a. After cleaning out cracks, they are then filled with oxyrene epoxy which is left to dry for at least 1 hour before the slipsheet can be installed.
b. Slip-sheets are rolled out one-by-one. A light layer of epoxy glue is poured onto one side of each slip-sheet as it is being rolled out for attachment to the following sheet. c. Primary membrane and fine sand are mixed and applied using a squeegee to secure the Slip-sheets. d. The secondary membrane is applied by squeegee over a burlap (jute) mesh for increased flexibility and strength.
e. Rock and sand aggregates are combined with an AC waterproof binder f. After flooding the court and court-patching any pools more than 1/3 inch deep, three refinement coats (including a second jute coat) are applied by squeegee on top of of the secondary membrane. g. The Court is then rolled multiple times for compaction and leveling purposes. h. Once the court is devoid of any surface inconsistencies the acrylic tennis surfacing materials can be installed.
6. Minimum Cure Time: Minimum cure time is 14 days prior to application of any coatings.
7. Acrylic Tennis Surfacing: Squeegee apply 3 coats of Sportmaster acrylic tennis surfacing over prepared substrate.
8. Install 4' Vinyl Cover Chain Link Fence, 9 Gauge Coiled Spring Mesh, Top And Bottom Rails, 2-1/2" Line Post At 10' On Center, 3" Corner Post, as a divider between new Pickle Ball courts.
9. Striping:
a. Paint tennis court lines for 2 tennis court(s) per USTA regulations. b. Paint pickle ball court lines for 6 pickle ball court(s) per plans and/or specifications.
10. Fencing: Washington Manor Park ONLY - Remove and replace existing 16-foot-high chain link fencing on west and south sides of tennis courts using existing posts. See Attachment A, TS-4. a. Fence Windscreen:
Windscreen has been removed from the Scope of Work. b. Furnish and install new chain link fence at ends of pickleball courts only (3' openings): 4' High, 2" Line Posts (18" diameter x 3' deep concrete footing), 1-5/8" top/bottom rail, 2" 9-gauge structure, schedule 40 galvanized, galvanized.
11. Tennis Nets and Pickleball Net Posts:
a. Tennis nets 2 tennis courts: On existing posts furnish and install new Tennis Nets. b. New pickleball net posts and nets on 6 courts: Excavate footings and pour concrete for new 3" diameter aluminum sleeves, install new pickleball net posts and net per plans and specs.
Clarifications:
• Contractor will be allowed to use onsite electricity and water during construction. • Removal of existing windscreen or slats will be by others. • Pavement to have 1% slope to drain all in one direction to within +/- 1/8” in 10’ tolerance; our material will follow existing contours.
• Tree trimming by others.
• 5-year warranty on slip sheet this system
• Patching acrylic patching compound will be used in place of the RiteWay Crack Repair. • No root barrier or removal of roots is included for Washington Park. • Chain link fence gates locations are not shown in the plans or specs and are not included in our price.
Exclusions:
• All tree trimming, arborist or tree surgeon, any warranty to maintain the health and longevity of the trees and shrubs.
11/20/2022
Scope of Work
Detailed Scope of Work Continues..
Work Order Title:
Work Order Number: 108351.00
San Leandro - Tennis Court Resurfacing
• Tree/bush/limbs pruned away from court surface and overhanging and intertwined with fence. • Root barriers and root removal/cutting outside court to prevent roots from growing into/under court. • Contractor is not responsible for life of the trees and controlling future intrusions.
Subject to the terms and conditions of EZIQC Contract CA-R5-GB02-123021-NCM.
Contractor Date
City of San Leandro Date
11/20/2022
Scope of Work
4.00 Contractor's Price Proposal - Summary
Owner PO #:
San Leandro - Tennis Court Resurfacing
108351.00
IQC Master Contract #: CA-R5-GB02-123021-NCM
Work Order #:
Title:
Re:
Date: November 20, 2022
Proposal Value:
Contractor: Newton Construction & Management
$406,754.27
Washington $406,754.27
Proposal Total
Thisl total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$406,754.27
The Percentage of NPP on this Proposal: %
11/20/2022
Contractor's Price Proposal - Summary
5.00 Contractor's Price Proposal - Detail
San Leandro - Tennis Court Resurfacing
108351.00
IQC Master Contract #: CA-R5-GB02-123021-NCM
Work Order #:
Owner PO #:
Title:
Re:
Date: November 20, 2022
Proposal Value:
Contractor: Newton Construction & Management
$406,754.27
Labor Equip. Material (Excludes)
Sect. Item Mod. UOM Description Line Total
Washington
01 22 16 00 0002 Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal.
1 EA $8,755.97
Installation x x = 8,755.97
Quantity Unit Price Factor Total
7,959.97 1.00 1.1000
2% Bond Fee, for Washington Manor Park.
01 22 20 00 0023 LaborerFor tasks not included in the Construction Task Catalog® and as directed by owner only.
2 HR $1,393.58
Installation x x = 1,393.58
Quantity Unit Price Factor Total
16.00 75.41 1.1550
Used to flood entire court areas at Washington Manor Park with water and mark out areas of water pooling , then squeegee off excess water. - See Construction Notes on Sheet 6, note 3, "Flood entire court with water and then fill all low spots with Court Patch Binder and Asphalt Emulsion (Leveling Course) to ⅛” tolerance. 2 men for 1 day.
01 22 20 00 0023 LaborerFor tasks not included in the Construction Task Catalog® and as directed by owner only.
3 HR $1,393.58
Installation x x = 1,393.58
Quantity Unit Price Factor Total
16.00 75.41 1.1550
Used to flood entire court areas at Washington Manor Park with water and verify areas of water pooling have been eliminated, then squeegee off excess water. - See Construction Notes on Sheet 6, note 3, "Flood entire court with water and then fill all low spots with Court Patch Binder and Asphalt Emulsion (Leveling Course) to ⅛” tolerance. 2 men for 1 day.
01 22 23 00 0682 20 KW, 60 Hertz Towable Diesel Powered Generator SetFuel consumption:
100% load – 1.6 gallons per hour, 75% load - 1.3 gallons per hour, 50% load -
0.9 gallons per hour.
4 MO $1,657.29
Installation x x = 1,657.29
Quantity Unit Price Factor Total
1.00 1,434.88 1.1550
Used to supply power at Washington Manor Park for entire duration of project to power saws , jackhammers, etc.
5 01 22 23 00 0885 WK 4,000 PSI Pressure Washer With Full-Time Operator $4,021.70 Installation x x = 4,021.70
Quantity Unit Price Factor Total
1.00 3,481.99 1.1550
Required to clean concrete to remove dust or debris prior to application of primer two workers using pressure washers in advance of the applicators at Washington Manor Park . 6 01 22 23 00 1511 MO 500 To 600 Gallon Water Trailer With Pump $1,151.60 Installation x x = 1,151.60
Quantity Unit Price Factor Total
1.00 997.06 1.1550
Used to flood entire court(Washington Manor Park) with water and mark out areas of water pooling. Also used for mixing products to be applied to court surfaces. Used at finish to verify no pooling of water on finished courts.
11/20/2022
Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 108351.00
San Leandro - Tennis Court Resurfacing
Washington
01 31 33 00 0004 Cement Mason Minimum ChargeThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
7 EA $821.98
Installation x x = 821.98
Quantity Unit Price Factor Total
1.00 711.67 1.1550
Used for finishing concrete at new posts, 1 day for Washington Manor Park. 01 66 19 00 0047 Transfer Delivered Materials Distances Greater Than 125', Per CY Of Material Per 125'
8 CY $140.41
Installation x x = 140.41
Quantity Unit Price Factor Total
20.50 5.93 1.1550
(Washington Manor Park) Moving material products and sand to locations across court. 2934 SY x 1/4" = 20.5 CY
9 01 66 19 00 0050 EA Handling Material For Over 125' Per 9" x 24" x 48" Container Per 125' Segment $160.78 Installation x x = 160.78
Quantity Unit Price Factor Total
160.00 0.87 1.1550
Wheel barrow materials in and out, for new posts (Washington Manor Park). 10 01 74 19 00 0022 MO Ramped Concrete Washout BinIncludes delivery. $834.94 Installation x x = 834.94
Quantity Unit Price Factor Total
1.00 722.89 1.1550
01 74 19 00 0024 Vacuum, Pickup, Swap And Dump, Concrete Washout BinIncludes vacuum the liquid from the full bin and pick up the bin, and recycle all material. An empty bin will be left at the site if the project is not completed. 11 EA $2,495.79
Installation x x = 2,495.79
Quantity Unit Price Factor Total
2.00 1,080.43 1.1550
12 02 41 13 13 0039 SF Up To 3" By Hand, Break-up And Remove Bituminous Paving $384.75 Installation x x = 384.75
Quantity Unit Price Factor Total
96.00 3.47 1.1550
Remove concrete for new net posts.
13 03 01 30 71 0023 SF Grinding Cured, Warped, Or Rough Concete Slabs $3,093.55 Installation x x = 3,093.55
Quantity Unit Price Factor Total
1,440.00 1.86 1.1550
Grinding courts 960' (crack repair) x 18" = 1440 SF
03 01 30 71 0031 Sika Top 111 PlusSikaTop 111 PLUS is a two-component, polymer-modified, portland-cement, fast-setting, screed mortar. Yield: Approximately 0.5 cu. ft./unit. Approximately 0.75 cu. ft./unit (SikaTop 111 + 42 lbs. of 3/8" pea gravel).
14 BAG $17,980.02
Installation x x = 17,980.02
Quantity Unit Price Factor Total
108.00 144.14 1.1550
Used to apply penetrating corrosion inhibitor with sand at low areas at court before final straight edging by tennis court company. based on on 5,167 SF x 1/4" coverage at crack repair areas, and water ponding areas. 03 01 30 71 0050 >1/4" To 1/2" Wide, Latex Emulsion, Gravity Fed Non Structural Crack Repair For Concrete, Surface Applied With Squeeze Tube (Quikrete® Concrete Crack Seal)
15 LF $7,950.10
Installation x x = 7,950.10
Quantity Unit Price Factor Total
960.00 7.17 1.1550
Seal all cracks on court with court patch binder. - See Construction Notes Sheet 6, Number 4. 03 01 30 71 0069 Up To 1/4" Wide, Moisture Tolerant, Low Viscosity, High Strength Epoxy Resin, Structural Crack Repair For Concrete, Installed With Automated Injection Equipment (Sikadur® 52)
16 LF $47,877.98
Installation x x = 47,877.98
Quantity Unit Price Factor Total
1,920.00 21.59 1.1550
Estimated crack repair at 240 LF per court x 4 courts = 960 LF. Two coats are required = 1920 LF.
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Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 108351.00
San Leandro - Tennis Court Resurfacing
Washington
03 30 53 00 0007 Hand Mix And Place ConcreteFor use where conventional equipment access is limited or when directed by the owner.
17 CF $18,301.55
Installation x x = 18,301.55
Quantity Unit Price Factor Total
550.00 28.81 1.1550
03 30 53 00 0007 Hand Mix And Place ConcreteFor use where conventional equipment access is limited or when directed by the owner.
18 CF $1,123.05
Installation x x = 1,123.05
Quantity Unit Price Factor Total
33.75 28.81 1.1550
4'-high chain link divider for Pickle Ball courts. 2'-6" x 18" x 18" = 5.625 CF x 6 posts = 33.75 CF 03 30 53 00 0007 Hand Mix And Place ConcreteFor use where conventional equipment access is limited or when directed by the owner.
19 CF $9,982.67
Installation x x = 9,982.67
Quantity Unit Price Factor Total
300.00 28.81 1.1550
Washington Manor Park - Excavation for Net Posts. 3' x 30" x 30" = 18.75 CF x 16 net posts = 300 CF. 07 24 13 00 0013 20.0 OZ, Fiberglass Reinforcing Mesh For Exterior Insulation Finishing Systems (EIFS) (Dryvit Panzer® 20), Embedded In A Layer Of Base Coat 20 SF $12,806.64
Installation x x = 12,806.64
Quantity Unit Price Factor Total
1,600.00 6.93 1.1550
BOTH SITES - Estimated crack repair at 240 LF per court x 4 courts = 960 LF. Apply 20” stress mat, See RiteWay Crack Repair Installation Guidelines, Number 6. (20" x 960 LF = 1600 SF) 09 65 66 00 0029 Slip Sheet Membrane For Engineered Athletic Flooring Systems (Taraflex Isolsport)
21 SF $90,256.32
Installation x x = 90,256.32
Quantity Unit Price Factor Total
26,400.00 2.96 1.1550
SLIP SHEET - Install Slipsheet system with 2 reinforcement membranes. This will require 3-5 days of curing.
This is a professionally recommended system to keep cracks from resurfacing. Washington Manor measures 220' x 120' = 26,400 SF.
22 11 68 16 00 0182 EA Concrete Cutting for Playground Shade Structure, Per Core $5,031.94 Installation x x = 5,031.94
Quantity Unit Price Factor Total
22.00 198.03 1.1550
Washington Manor Park - Used for core cutting concrete for 16 new net posts, and 6 new 4' chain link posts. 11 68 23 33 0003 Round, Powder Coated Steel, Tennis Court Net Posts With Internal Brass Winder
23 PR $8,235.89
Installation x x = 8,235.89
Quantity Unit Price Factor Total
6.00 1,188.44 1.1550
Washington Manor Park - Pickle Ball Net posts.
11 68 23 33 0004 Square, Powder Coated Steel, Tennis Court Net Posts With Internal Brass Winder
24 PR $3,441.39
Installation x x = 2,840.93
Quantity Unit Price Factor Total
2.00 1,229.84 1.1550
Demolition 4.00 x 129.97 x 1.1550 = 600.46
Washington Manor Park - Tennis Court Net posts.
25 11 68 23 33 0008 PR Galvanized Steel Ground Sleeves For Tennis Court Net Posts $2,444.72 Installation x x = 2,444.72
Quantity Unit Price Factor Total
8.00 264.58 1.1550
Washington Manor Park - See Pages 20-21(Sheet 7-8) on Detailed Scope of Work 11 68 23 33 0012 42' Length, Anti-Vandal, Aluminum Coated Flexible Steel Mesh, Tennis Court Net
26 EA $11,971.48
Installation x x = 11,058.43
Quantity Unit Price Factor Total
8.00 1,196.80 1.1550
Demolition 4.00 x 197.63 x 1.1550 = 913.05
6 Pickle ball courts and 2 tennis courts at Washington Manor Park.
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Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 108351.00
San Leandro - Tennis Court Resurfacing
Washington
27 31 05 16 00 0026 CY Silica Sand #20 (For Playground Use Only) $2,811.85 Installation x x = 2,811.85
Quantity Unit Price Factor Total
15.00 162.30 1.1550
Washington Manor Park - Used to mix with cement.
31 23 16 13 0008 Excavation For Trenching By Hand In Loose Rock Or Compacted AggregateIncludes stockpiling excess materials and trimming sides and bottom of trench.
28 CY $2,801.10
Installation x x = 2,801.10
Quantity Unit Price Factor Total
12.40 195.58 1.1550
Washington Manor Park - Excavation for Net Posts - 3' x 30" x 30" = .7 CY x 16 net posts = 11.2 CY. Also posts for 4'-high chain link CY divider for Pickle Ball courts. 2'6" x 18" x 18" = .2 CY x 6 posts = 1.2 CY 29 32 18 23 53 0004 EA Paint Markings On Asphalt Tennis Court 2 Coats $3,549.45 Installation x x = 3,549.45
Quantity Unit Price Factor Total
8.00 384.14 1.1550
Used for 2 Tennis Court and 6 Pickle Ball court markings. 32 18 23 61 0006 Up To 1/2" Thick, Acrylic Latex Patching Compound, Athletic Surfacing System (California Products Plexipave® Court Patch Binder), Per CoatFor patching depressions and uneven texture in new or existing asphalt or concrete surfaces. Includes ultra fine silica sand and portland cement. Applied with trowel or metal screed.
30 SY $61,683.93
Installation x x = 61,683.93
Quantity Unit Price Factor Total
600.00 89.01 1.1550
Flood entire court with water and then fill all low spots with Court Patch Binder and Asphalt Emulsion (Leveling Course) to 1/8” tolerance. - See Construction Notes Sheet 6, Number 3. Also used to achieve 1% slope for drainage on all courts per code. Calculation based on subcontractors extensive experience in resurfacing tennis courts.
32 18 23 61 0008 100% Acrylic Emulsion Color Coating, Athletic Surfacing System (California Products Fortified Plexipave®), First CoatIncludes ultra fine silica sand.
Applied with rubber squeegee.
31 SY $11,282.68
Installation x x = 11,282.68
Quantity Unit Price Factor Total
2,933.50 3.33 1.1550
Apply 3 coats of full color acrylic. Color to be determined - See Construction Notes Sheet 6, Number 9.
Washington Manor measures 220' x 120' = 26,400 SF = 2933 SY 32 18 23 61 0009 100% Acrylic Emulsion Color Coating, Athletic Surfacing System (California Products Fortified Plexipave®), Second CoatIncludes ultra fine silica sand.
Applied with rubber squeegee.
32 SY $8,978.71
Installation x x = 8,978.71
Quantity Unit Price Factor Total
2,933.50 2.65 1.1550
Apply 3 coats of full color acrylic. Color to be determined - See Construction Notes Sheet 6, Number 9.
Washington Manor measures 220' x 120' = 26,400 SF = 2933 SY 32 18 23 61 0010 100% Acrylic Emulsion Color Coating, Athletic Surfacing System (California Products Fortified Plexipave®), Third CoatPrice per coat for third or additional coats. Includes ultra fine silica sand. Applied with rubber squeegee. 33 SY $7,725.08
Installation x x = 7,725.08
Quantity Unit Price Factor Total
2,933.50 2.28 1.1550
Apply 3 coats of full color acrylic. Color to be determined - See Construction Notes Sheet 6, Number 9.
Washington Manor measures 220' x 120' = 26,400 SF = 2933 SY 32 18 23 61 0011 Non-Textured, 100% Acrylic Emulsion Color Coating Finish, Athletic Surfacing System (California Products Plexipave® Plexichrome®), Per CoatNon-textured finish coat over Plexipave® for faster playing surfaces. Applied with rubber squeegee followed by wide hair-type push broom.
34 SY $24,598.28
Installation x x = 24,598.28
Quantity Unit Price Factor Total
8,800.50 2.42 1.1550
Washington Manor Park - Apply 3 coats of sand filled emulsion to court surfaces - See Construction Notes Sheet 6, Number 8. 2933.5 SY x 3 = 8800.5
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Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 108351.00
San Leandro - Tennis Court Resurfacing
Washington
32 31 13 13 0154 4' Vinyl Cover Chain Link Fence, 9 Gauge Coiled Spring Mesh, Top And Bottom Rails, 2-1/2" Line Post At 10' On Center, 3" Corner Post 35 LF $3,999.77
Installation x x = 3,999.77
Quantity Unit Price Factor Total
100.00 34.63 1.1550
Washington Manor Park - Install 4'-high chain link divider between top and bottom courts with 3' openings between courts.
See sheets 9 and 10.
32 31 13 13 0182 16' Full Height Fabric Galvanized Chain Link #9 Gauge, 1.2 Oz Coating, 2" Mesh
36 LF $15,613.75
Installation x x = 12,279.73
Quantity Unit Price Factor Total
340.00 31.27 1.1550
Demolition 340.00 x 8.49 x 1.1550 = 3,334.02
Washington Manor Park - Remove and replace existing 16-foot-high chain link fencing on west and south sides of
tennis courts using existing posts. See Attachment A, TS-4.
Subtotal for Washington $406,754.27
Proposal Total
This total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$406,754.27
The Percentage of NPP on this Proposal: %
11/20/2022
Contractor's Price Proposal - Detail
Subcontractor Listing
108351.00
San Leandro - Tennis Court Resurfacing
IQC Master Contract #: CA-R5-GB02-123021-NCM
Work Order #:
Owner PO #:
Title:
Re:
Date: November 20, 2022
Proposal Value:
Contractor: Newton Construction & Management
$406,754.27
Name of Contractor Duties Amount %
No Subcontractors have been
selected for this Work Order
$0.00 0.00
6.00
11/20/2022
Subcontractor Listing
TENNIS COURTS RESURFACING PROJECT NTS NOV 2021 Project Location-Washington Manor Park Project Location-Heath Park 14900 Zelma Avenue, San Leandro 143rd Avenue, San Leandro WASHINGTON MANOR PARK TENNIS COURTS RESURFACING NTS NOV 2021
1 2 3 4
Sheet 2 N
Remove existing windscreen and install 120" high
windscreen per specs. on all 4 sides*
Resurface tennis courts #1-4 per specifications and install tennis court line markings on courts 1 and 2 per Sheet 4. Install pickleball court line markings on courts 3 and 4 per sheet 5
Remove existing 192" high chain-link
fabric on fence on these sides only
and replace per specifications *Alternate Bid: Install 120" high Noise Reducing Fence, AcoustiFence or equivalent HEATH PARK TENNIS COURT RESURFACING NTS NOV 2021
Sheet 3
1 2
3 4
Resurface Tennis Courts #1-4 per specs. and install pickleball court line marking on Courts #3 and 4 per Sheet 5, total of 6 pickleball courts Remove existing windscreen and install 108" high
windscreen on 2 sides only
Install tennis court line marking on Courts
#1 and #2 per Sheet 4 (total of 2 courts)
*Alternate Bid: Install 108" high Noise Reducing Fence, AcoustiFence or equivalent
TYPICAL TENNIS COURT LINE MARKING
NTS NOV 2021 TENNIS COURTS RESURFACING PROJECTSheet 4
TYPICAL PICKLEBALL LINE MARKINGS NTS NOV 2021 TENNIS COURTS RESURFACING PROJECT CONVERSION OF 2 TENNIS COURTS TO 6
PICKLEBALL COURTS- LINE SPACING BET.
COURTS AND FENCE SUBJECT TO
FINAL ADJUSTMENT BY CITY Sheet 5
Install 4'-high chain link divider between top and
bottom courts with 3' openings between courts.
See sheets 9 and 10 10' 10' 112'+ Varies from 12' to 20' 20' 20' 20' Construction Notes - Repair and Resurfacing of Tennis Courts
1. Clean and prepare surface for repair work by pressure washing the entire surface and opening up all the cracks and remove all the loose dirt, old crack repair or weeds.
2. Grind raised cracks and raised court surfaces adjacent to concrete gutter/fence.
3. Flood entire court with water and then fill all low spots with Court Patch Binder and Asphalt Emulsion (Leveling Course) to 1/8” tolerance.
4. Seal all cracks on court with court patch binder.
5. Sand down all repaired areas or buffed flush.
6. Install Riteway Crack Repair System per manufacturer’s specifications
7. Install pickleball posts (Washington Manor Park)
8. Apply 3 coats of sand filled emulsion to court surfaces.
9. Apply 3 coats of full color acrylic. Color to be determined
10. Apply line marking for tennis and pickleball courts as shown on Sheets 4 and 5. Acquire City approval prior to painting of lines.
CONSTRUCTION NOTES NTS NOV 2021 Sheet 6
RiteWay Crack Repair - Installation Guidelines
1. Crack must be free of dirt & debris.
2. Crack must be filled from bottom to top with court patch binder or cement and let dry.
3. Filled Crack must be scraped or buffed flush with court and cleaned, broomed and blown.
4. Area to be repaired must be DRY and at 60°F or higher.
5. First layer is to be centered over Crack by removing a few inches of the release liner exposing the soft sealant apply to Crack when centered, pull release liner to move along Crack. If Crack turns cut tape and butt up another piece and continue. Make sure there are no bubbles. If a bubble is found cut with razor knife and press out bubble. Roll with tape machine pressing firmly.
6. Apply Liquid Acrylic (NO Sand) and Latex binding formula (NO Sand) (50/50) over tape with paint roller approximately 24” wide. Apply 20” stress mat centered over first layer making sure there are no wrinkles, etc. Using roller saturate stress mat with liquid acrylic, making sure there are no bubbles and roll smooth.
7. Apply bonding edge ½ on fabric ½ on court and roll on Liquid Acrylic making sure there are no wrinkles or bubbles and let dry.
8. When dry use 9” roller to apply binding formula over the RiteWay Tape area of the repair, approximately 12” wide, let dry and repeat once more
9. When totally dry squeegee resurfacer with sand lengthwise over crack this will fill voids where layers overlap and hide the repair. Minimum of two coats required.
Repair is complete.
Install net posts or net post sleeves as follows:
1.The distance from center of post to center of post, should be 42 feet for doubles courts or 33 feet for singles courts.
2.Anchor each post in a concrete footing as shown in the diagram.
Pour the concrete into a bell-shaped hole 24 inches in diameter at the top and 30 inches in diameter at the bottom. Make the hole at least 36 inches deep.
3.While pouring the concrete hold the ground sleeve in place with the plugged end down. Use a plumb line to set the sleeve pointing straight up. You may also set the net post into the sleeve and use a level. Let concrete dry.
4.The footing dimensions illustrated are approximate and may be varied in different regions according to local soil and frost conditions.
TENNIS NET POSTS INSTALLATION
Net Posts Specifications:
1. Tennis Net Posts - Use Edwards Wimbledon 3" Square posts
2. Pickleball Net Posts - Use Edwards 3" Classic Round postsNTS NOV 2021 Sheet 7 PICKLEBALL NET POSTS INSTALLATION NTS NOV 2021 Sheet 8 ** **Center Anchor not part of work 48-iNCH HIGH
CHAIN-LINK DIVIDER
BETWEEN PICKLEBALL
COURTS NOV 2021 NTS PICKLEBALL COURT CHAIN-LINK DIVIDER DETAILSSheet 9 PICKLEBALL COURT CHAIN-LINK DIVIDER DETAILS NTS Nov 2021 Sheet 10 xxx
ACOUSTIFENCE NOISE REDUCING FENCE
SAMPLE INSTALLATION
Sheet 11