HomeMy WebLinkAbout2026-05-18 I01I_07 10th St Extension_Pmt Est 1AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: May 18, 2026
AGENDA ITEM:Consideration of approval of Payment Estimate No. 1 to Elder
Corporation for the 10th Street Extension Project, in the amount
of $128,529.85.
FORMAT:Consent Agenda
SYNOPSIS INCLUDING PRO & CON: Elder Corporation requested Payment Estimate No. 1
for the work completed on the 10th Street Extension Project, in the amount of $128,529.85.
Shive-Hattery, Inc. has reviewed the payment estimate and recommends payment.
The partial payment is for the pay period ending May 1, 2026. This pay estimate is for topsoil
stripping and earthwork grading, SWPPP preparation and erosion control measures.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $128,529.85
COMMISSION/BOARD/COMMITTEE COMMENT:
STAFF REVIEW AND COMMENT:
RECOMMENDATION: Approve Payment Estimate No. 1
ATTACHMENTS: I. Payment Estimate No. 1
II. Letter of Recommendation
PREPARED BY:Lisa Bauman
REVIEWED BY:Sara Kappos
I1I7
S-H Project No.: 2240021750
May 13, 2026
Rudy Koester, Public Works Director
City of Waukee
805 University Avenue
Waukee, IA 50263
RE: Pay Request #1 – Review and Recommendation to Approve
10th Street Extension
Dear Mr. Koester:
Attached please find a detailed pay request for the 10th Street Extension project. The pay request
includes the following items:
• Topsoil Stripping
• Earthwork Grading
• SWPPP Preparation
• Erosion Control Measures
We have reviewed the detailed quantities, and they are in line with the work completed. If City staff
concurs with this payment, we recommend the City of Waukee issue payment to Elder Corporation of
Des Moines, IA in the amount of $128,529.85 for the work completed to date.
Sincerely,
SHIVE-HATTERY, INC.
Patrick Watts, PE
Civil Engineer
Enc. Pay Request #1
CITY OF WAUKEE
230 W HICKMAN ROAD
WAUKEE, IOWA 50263
Contractor: Elder Corporation
5088 E University Avenue 4/6/2026
Des Moines, IA
Item Estimated Unit Extended Quantity Value
No. Quantity Price Price Completed Completed
1 LS 1 81,000.00$ 81,000.00$ -$
2 CY 70,944 4.75$ 336,984.00$ 20,076.00 95,361.00$
3 CY 145,347 3.00$ 436,041.00$ 11,203.00 33,609.00$
4 CY 67,555 4.90$ 331,019.50$ -$
5 CY 1,450 11.25$ 16,312.50$ -$
6 CY 18,300 5.25$ 96,075.00$ -$
7 CY 850 5.30$ 4,505.00$ -$
8 CY 2,625 12.15$ 31,893.75$ -$
9 LS 1 16,000.00$ 16,000.00$ -$
10 SY 66,601 2.45$ 163,172.45$ -$
11 TON 137 300.00$ 41,100.00$ -$
12 SY 66,601 9.45$ 629,379.45$ -$
13 LF 1,848 20.50$ 37,884.00$ -$
14 LS 1 7,675.00$ 7,675.00$ -$
15 CY 786 200.00$ 157,200.00$ -$
16 LF 937 82.00$ 76,834.00$ -$
17 LF 949 550.00$ 521,950.00$ -$
18 LF 3,138 620.00$ 1,945,560.00$ -$
19 LF 290 2,000.00$ 580,000.00$ -$
20 LF 564 29.00$ 16,356.00$ -$
21 EA 4 24.00$ 96.00$ -$
22 LF 7,750 185.00$ 1,433,750.00$ -$
23 LF 4,218 63.00$ 265,734.00$ -$
MODIFIED SUBBASE
REMOVAL OF KNOWN PIPE AND CONDUIT, GAS MAIN
REMOVALS, AS PER PLAN
SPECIAL PIPE EMBEDMENT OR ENCASEMENT, CLSM
SANITARY SEWER G-MAIN, TRENCHED, 8 IN.
SANITARY SEWER G-MAIN, TRENCHED, 12 IN.
SANITARY SEWER G-MAIN, TRENCHED, 24 IN.
SANITARY SEWER G-MAIN WITH CASING PIPE, TRENCHLESS, 24 IN.
SANITARY SEWER FORCE MAIN, TRENCHED, 3 IN.
SANITARY SEWER FITTING, 3 IN.
REMOVAL OF SANITARY SEWER, ANY TYPE OR SIZE
STORM SEWER, TRENCHED, RCP CLASS III, 15 IN.
EXCAVATION, CLASS 10
EXCAVATION, CLASS 10 STOCKPILE
EXCAVATION, CLASS 12, BOULDERS AND ROCK FRAGMENTS
EXCAVATION, CLASS 20
OVEREXCAVATION, CORE TRENCH (POND)
OVEREXCAVATION, DREDGING (POND)
DRAWDOWN AND CONTROL OF WATER (POND)
SUBGRADE PREPARATION
SUBGRADE TREATMENT, CEMENT STABILIZATION, 4%
PAY REQUEST
Project Title 10th Street Extension
2240021750
Date May 13, 2026
$23,240,000.00
Pay Period End Date May 1, 2026
Pay Request Number 1
Original Contract Amount & Date
Estimated Interim Completion Date August 13, 2027
S-H Project File Number
September 30, 2027Estimated Completion Date
BID ITEMS
UnitDescription
CLEARING AND GRUBBING
TOPSOIL STRIP, SALVAGE, & RE-SPREAD
P:\Projects\2024\2240021750\Construction\CASupport\Pay Request\01 - Not Done\PayRequest01_10thStExt.xlsx
Pay Request 1
Page 1 of 7
24 LF 1,677 66.00$ 110,682.00$ -$
25 LF 1,615 79.00$ 127,585.00$ -$
26 LF 398 114.00$ 45,372.00$ -$
27 LF 906 129.00$ 116,874.00$ -$
28 LF 178 145.00$ 25,810.00$ -$
29 LF 862 193.00$ 166,366.00$ -$
30 LF 758 242.00$ 183,436.00$ -$
31 LF 219 270.00$ 59,130.00$ -$
32 LF 599 400.00$ 239,600.00$ -$
33 LF 586 490.00$ 287,140.00$ -$
34 LF 114 490.00$ 55,860.00$ -$
35 LF 395 39.00$ 15,405.00$ -$
36 EA 5 2,000.00$ 10,000.00$ -$
37 EA 3 2,500.00$ 7,500.00$ -$
38 EA 2 2,800.00$ 5,600.00$ -$
39 EA 1 4,600.00$ 4,600.00$ -$
40 EA 1 6,000.00$ 6,000.00$ -$
41 EA 2 6,900.00$ 13,800.00$ -$
42 EA 2 8,800.00$ 17,600.00$ -$
43 LF 17,202 18.00$ 309,636.00$ -$
44 EA 16 980.00$ 15,680.00$ -$
45 EA 188 370.00$ 69,560.00$ -$
46 LF 946 6.75$ 6,385.50$ -$
47 STA 91 450.00$ 40,950.00$ -$
48 LF 3,000 30.00$ 90,000.00$ -$
49 LF 1,623 48.00$ 77,904.00$ -$
50 LF 7,454 58.00$ 432,332.00$ -$
51 LF 98 207.00$ 20,286.00$ -$
52 LF 530 180.00$ 95,400.00$ -$
53 EA 18 810.00$ 14,580.00$ -$
54 EA 76 1,100.00$ 83,600.00$ -$
55 LF 183 52.00$ 9,516.00$ -$
56 LF 380 80.00$ 30,400.00$ -$
57 EA 3 1,700.00$ 5,100.00$ -$
58 EA 3 870.00$ 2,610.00$ -$
PIPE APRON, RCP, 72 IN.
SUBDRAIN, 6 IN.
SUBDRAIN CLEANOUT
STORM SEWER, TRENCHED, RCP CLASS III, 72 IN.
STORM SEWER, TRENCHED, RCPP CLASS C 25, 30 IN. (POND)
REMOVAL OF STORM SEWER, ANY TYPE OR SIZE
PIPE APRON, RCP, 15 IN.
PIPE APRON, RCP, 24 IN.
PIPE APRON, RCP, 30 IN.
PIPE APRON, RCP, 42 IN.
PIPE APRON, RCP, 54 IN.
PIPE APRON, RCP, 60 IN.
STORM SEWER, TRENCHED,RCP CLASS III, 18 IN.
STORM SEWER, TRENCHED, RCP CLASS III, 24 IN.
STORM SEWER, TRENCHED, RCP CLASS IV, 24 IN.
STORM SEWER, TRENCHED, RCP CLASS III, 30 IN.
STORM SEWER, TRENCHED, RCP CLASS III, 36 IN.
STORM SEWER, TRENCHED, RCP CLASS III, 42 IN.
STORM SEWER, TRENCHED, RCP CLASS III, 48 IN.
STORM SEWER, TRENCHED, RCP CLASS III, 54 IN.
STORM SEWER, TRENCHED, RCP CLASS III, 60 IN.
SUBDRAIN OUTLETS AND CONNECTIONS
REMOVAL OF SUBDRAIN
LOCATE TILE LINES
FIELD TILE REPAIR AND FITTINGS, PVC, UNSPECIFIED DIA.
WATER MAIN, TRENCHED, PVC, 8 IN.
WATER MAIN, TRENCHED, PVC, 12 IN.
WATER MAIN, TRENCHLESS, PVC, 8 IN.
WATER MAIN, TRENCHLESS, PVC, 12 IN.
FITTING, DUCTILE IRON, 8 IN.
FITTING, DUCTILE IRON, 12 IN.
WATER SERVICE PIPE, COPPER, 1 IN.
WATER SERVICE PIPE, COPPER, 2 IN.
WATER SERVICE CORPORATION
WATER SERVICE CURB STOP AND BOX
P:\Projects\2024\2240021750\Construction\CASupport\Pay Request\01 - Not Done\PayRequest01_10thStExt.xlsx
Pay Request 1
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59 EA 2 8,300.00$ 16,600.00$ -$
60 EA 1 2,100.00$ 2,100.00$ -$
61 LF 2,811 33.00$ 92,763.00$ -$
62 EA 6 9,400.00$ 56,400.00$ -$
63 EA 10 2,600.00$ 26,000.00$ -$
64 EA 25 4,400.00$ 110,000.00$ -$
65 EA 2 570.00$ 1,140.00$ -$
66 EA 37 8,800.00$ 325,600.00$ -$
67 EA 1 3,100.00$ 3,100.00$ -$
68 EA 5 1,300.00$ 6,500.00$ -$
69 EA 8 6,500.00$ 52,000.00$ -$
70 EA 12 11,000.00$ 132,000.00$ -$
71 EA 1 11,000.00$ 11,000.00$ -$
72 EA 1 25,000.00$ 25,000.00$ -$
73 EA 3 4,400.00$ 13,200.00$ -$
74 EA 3 7,100.00$ 21,300.00$ -$
75 EA 2 9,700.00$ 19,400.00$ -$
76 EA 3 25,000.00$ 75,000.00$ -$
77 EA 2 40,000.00$ 80,000.00$ -$
78 EA 1 40,000.00$ 40,000.00$ -$
79 EA 1 4,600.00$ 4,600.00$ -$
80 EA 2 6,400.00$ 12,800.00$ -$
81 EA 4 11,000.00$ 44,000.00$ -$
82 EA 2 15,000.00$ 30,000.00$ -$
83 EA 2 25,000.00$ 50,000.00$ -$
84 EA 57 5,300.00$ 302,100.00$ -$
85 EA 9 8,000.00$ 72,000.00$ -$
86 EA 2 13,000.00$ 26,000.00$ -$
87 EA 4 3,000.00$ 12,000.00$ -$
88 EA 8 4,600.00$ 36,800.00$ -$
89 EA 1 6,000.00$ 6,000.00$ -$
90 EA 5 22,000.00$ 110,000.00$ -$
91 EA 17 25,000.00$ 425,000.00$ -$
92 EA 1 41,000.00$ 41,000.00$ -$
93 EA 1 12,000.00$ 12,000.00$ -$
MANHOLE, SW-401, 72 IN.
MANHOLE, SW-401, 96 IN.
MANHOLE, SW-404, (9 FT X 5 FT)
INTAKE, SW-502, 84"
INTAKE, SW-502, 96"
INTAKE, SW-505
INTAKE, SW-506
INTAKE, SW-506, MODIFIED TYPE B
INTAKE, SW-512, 30 IN. CASE 1
INTAKE, SW-513 (4 FT X 4 FT)
INTAKE, SW-513 (5 FT X 5 FT)
INTAKE, SW-516, MODIFIED TYPE A
INTAKE, SW-516, MODIFIED TYPE C
WATER CONTROL STRUCTURE, 5 FT. X 5 FT. BOX (POND)
EXTERNAL DROP CONNECTION, 8 IN.
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT ADJUSTMENT
FIRE HYDRANT ASSEMBLY REMOVAL
MANHOLE, SW-301, 48 IN.
MANHOLE, SW-301, 60 IN.
MANHOLE, SW-301, 72 IN.
MANHOLE, SW-303, 72 IN.
MANHOLE, SW-401, 48 IN.
MANHOLE, SW-401, 60 IN.
WATER YARD HYDRANT
WATER MAIN REMOVAL, ANY TYPE OR SIZE
CONNECTION TO EXISTING WATER SYSTEM
VALVE, GATE, 8 IN.
VALVE, GATE, 12 IN.
VALVE BOX ADJUSTMENT
INTAKE, SW-502, 48"
INTAKE, SW-502, 60"
INTAKE, SW-502, 72"
WATER METER PIT
MANHOLE, SW-404, (9 FT X 5 FT) MODIFIED
P:\Projects\2024\2240021750\Construction\CASupport\Pay Request\01 - Not Done\PayRequest01_10thStExt.xlsx
Pay Request 1
Page 3 of 7
94 EA 1 20,000.00$ 20,000.00$ -$
95 EA 1 10,000.00$ 10,000.00$ -$
96 EA 11 3,600.00$ 39,600.00$ -$
97 SY 2,465 67.00$ 165,155.00$ -$
98 SY 795 82.00$ 65,190.00$ -$
99 SY 49,584 72.00$ 3,570,048.00$ -$
100 SY 1,712 120.00$ 205,440.00$ -$
101 SY 820 55.00$ 45,100.00$ -$
102 SY 1,351 55.00$ 74,305.00$ -$
103 TON 118 60.00$ 7,080.00$ -$
104 SY 283 9.00$ 2,547.00$ -$
105 SY 12,027 47.00$ 565,269.00$ -$
106 SY 668 102.00$ 68,136.00$ -$
107 SY 16,733 3.50$ 58,565.50$ -$
108 SY 1,027 53.00$ 54,431.00$ -$
109 SF 842 52.00$ 43,784.00$ -$
110 SY 705 63.00$ 44,415.00$ -$
111 TON 112 39.00$ 4,368.00$ -$
112 TON 125 39.00$ 4,875.00$ -$
113 SY 12,652 11.25$ 142,335.00$ -$
114 SY 829 123.00$ 101,967.00$ -$
115 SY 4,566 1.50$ 6,849.00$ -$
116 LS 1 281,000.00$ 281,000.00$ -$
117 STA 238.41 108.00$ 25,748.28$ -$
118 EA 74 242.00$ 17,908.00$ -$
119 STA 9.10 124.00$ 1,128.40$ -$
120 STA 234.59 82.00$ 19,236.38$ -$
121 EA 74 180.00$ 13,320.00$ -$
122 LS 1 19,000.00$ 19,000.00$ -$
123 SF 608.55 33.00$ 20,082.15$ -$
124 EA 115 260.00$ 29,900.00$ -$
125 EA 12 13,000.00$ 156,000.00$ -$
126 AC 7.40 3,800.00$ 28,120.00$ -$
127 AC 49.20 2,700.00$ 132,840.00$ -$
128 AC 8.20 1,900.00$ 15,580.00$ -$
EXTERNAL DROP CONNECTION, 12 IN.
CONNECTION TO EXISTING MANHOLE
REMOVE MANHOLE OR INTAKE
PAVEMENT, PCC, 8 IN.
PAVEMENT, PCC, 9 IN.
PAVEMENT, PCC, 10 IN.
PAVEMENT, COLORED PCC, 10 IN.
PAVEMENT, ASPHALT, 6 IN.
PAVEMENT, ASPHALT, 8 IN.
GRANULAR SHOULDERS, TYPE B
REMOVAL OF DRIVEWAY
SHARED USE PATH, PCC, 6 IN.
SHARED USE PATH, REINFORCED PCC, 6 IN.
SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATH
SIDEWALK, PCC, 4 IN.
PAINTED SYMBOLS AND LEGENDS, DURABLE
PAVEMENT MARKINGS REMOVED
GROOVES CUT FOR PAVEMENT MARKINGS
GROOVES CUT FOR SYMBOLS AND LEGENDS
TEMPORARY TRAFFIC CONTROL
TRAFFIC SIGNS
POSTS, PERFORATED SQUARE STEEL TUBE
RECTANGULAR RAPID FLASHING BEACON ASSEMBLY
CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND
HYDROMULCHING, TYPE 1 (URBAN)
CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING,
TYPE 2 (RURAL)
HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE
4 (TEMP. URBAN)
DETECTABLE WARNING
DRIVEWAY, PAVED, PCC, 7 IN.
DRIVEWAY, GRANULAR, 8 IN.
DRIVEWAY, GRANULAR, TEMPORARY
PAVEMENT REMOVAL
PCC MAINTENANCE BAND
REMOVAL OF GRAVEL DRIVEWAY/SHOULDER
TRAFFIC SIGNAL
PAINTED PAVEMENT MARKINGS, DURABLE
P:\Projects\2024\2240021750\Construction\CASupport\Pay Request\01 - Not Done\PayRequest01_10thStExt.xlsx
Pay Request 1
Page 4 of 7
129 AC 49.20 1,900.00$ 93,480.00$ -$
130 SQ 362 56.00$ 20,272.00$ -$
131 MGAL 78.50 77.00$ 6,044.50$ -$
132 EA 2 520.00$ 1,040.00$ -$
133 EA 2 460.00$ 920.00$ -$
134 EA 8 530.00$ 4,240.00$ -$
135 LS 1 1,000.00$ 1,000.00$ 1.00 1,000.00$
136 LS 1 4,600.00$ 4,600.00$ -$
137 LF 41,250 1.50$ 61,875.00$ -$
138 LF 41,250 0.01$ 412.50$ -$
139 SY 33,320 1.25$ 41,650.00$ -$
140 TON 727 91.75$ 66,702.25$ -$
141 LF 95,600 1.50$ 143,400.00$ 1,690.00 2,535.00$
142 LF 95,600 0.01$ 956.00$ -$
143 TON 325 51.50$ 16,737.50$ -$
144 AC 49.20 460.00$ 22,632.00$ -$
145 AC 13.30 1,800.00$ 23,940.00$ -$
146 EA 184 129.00$ 23,736.00$ -$
147 EA 368 1.00$ 368.00$ -$
148 SY 1,084 61.00$ 66,124.00$ -$
149 LF 5,545 3.00$ 16,635.00$ -$
150 LF 100 46.00$ 4,600.00$ -$
151 LS 1 16,500.00$ 16,500.00$ -$
152 LS 1 92,000.00$ 92,000.00$ -$
153 LS 1 2,900.00$ 2,900.00$ -$
154 LS 1 539,944.99$ 539,944.99$ -$
155 LS 1 11,000.00$ 11,000.00$ -$
156 LS 1 11,000.00$ 11,000.00$ -$
157 LS 1 1.00$ 1.00$ -$
158 CY 1,484 990.00$ 1,469,160.00$ -$
159 LF 288 2,700.00$ 777,600.00$ -$
160 LS 1 234,000.00$ 234,000.00$ -$
161 SY 1,339 45.00$ 60,255.00$ -$
162 LF 432 184.00$ 79,488.00$ -$
163 TON 2,730 35.00$ 95,550.00$ -$
DEMOLITION WORK
CONSTRUCTION SURVEY
MONUMENT PRESERVATION AND REPLACEMENT
MOBILIZATION
MAINTENANCE OF POSTAL SERVICE
MAINTENANCE OF SOLID WASTE CONNECTION
CONCRETE WASHOUT
STRUCTURAL CONCRETE (PEDESTRIAN UNDERPASS)
PRECAST CONCRETE ARCH, 16'-0" SPAN X 5'-0" RISE
PEDESTRIAN UNDERPASS LIGHTING
CONCRETE COATING
ORNAMENTAL METAL RAILING
SPECIAL BACKFILL
SILT FENCE, REMOVAL
STABILIZED CONSTRUCTION ENTRANCE
EROSION CONTROL MULCHING, CONVENTIONAL
EROSION CONTROL MULCHING, HYDROMULCHING, BFM
INLET PROTECTION DEVICE
INLET PROTECTION DEVICE, MAINTENANCE
GRID-TIED CONCRETE BLOCK MAT
REMOVAL OF FENCE
WOOD FENCE
6-8' HEIGHT DECIDUOUS B&B TREE - CLUMP, FURNISHED AND
INSTALLED (WITH WARRANTY)
6' HEIGHT B&B EVERGREEN TREE, FURNISHED AND INSTALLED
(WITH WARRANTY)
SWPPP PREPARATION
SWPPP MANAGEMENT
FILTER SOCK, 8 IN.
FILTER SOCK, REMOVAL
TEMPORARY RECP, TYPE 2D
RIP RAP, CLASS E
SILT FENCE
HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE
5 (TEMP.)
SOD
WATERING FOR SOD
2" B&B DECIDUOUS TREE, FURNISHED AND INSTALLED (WITH
WARRANTY)
P:\Projects\2024\2240021750\Construction\CASupport\Pay Request\01 - Not Done\PayRequest01_10thStExt.xlsx
Pay Request 1
Page 5 of 7
164 TON 4,964 28.90$ 143,459.60$ -$
165 TON 793 29.85$ 23,671.05$ -$
166 LF 60 56.00$ 3,360.00$ -$
167 LF 7,325 22.50$ 164,812.50$ -$
168 LF 73,250 1.25$ 91,562.50$ -$
169 LF 14,650 3.50$ 51,275.00$ -$
170 LF 1,220 7.25$ 8,845.00$ -$
171 EA 90 1,900.00$ 171,000.00$ -$
172 EA 1 1,000.00$ 1,000.00$ -$
173 LF 7,325 1.00$ 7,325.00$ -$
174 LF 87,900 0.10$ 8,790.00$ -$
175 LF 8,525 4.50$ 38,362.50$ -$
176 LS 1 100,000.00$ 100,000.00$ -$
177 EA 4 970.00$ 3,880.00$ -$
178 LF 2207 13.75$ 30,346.25$ -$
23,240,000.00$ 132,505.00$
GRANULAR BACKFILL
MODIFIED SUBBASE (UNDERPASS BACKFILL)
UTILITY SLEEVE, 12 IN.
JOINT UTILITY TRENCH INSTALLATION
TOTAL
FIELD FENCE
CONDUIT, 2 IN. (JUT)
CONDUIT, 4 IN. (JUT)
CONDUIT, 4 IN. (NON-JUT)
HANDHOLE, TYPE IV, FURNISH AND INSTALL
HANDHOLE AND JUNCTION BOX, INSTALL ONLY
TRACER WIRE
PULL ROPE
FIBER OPTIC CABLE, 144 COUNT, SM
NO EXCUSE ROADWAY COMPLETION ENHANCEMENT PAYMENT
GATES, FIELD FENCE
P:\Projects\2024\2240021750\Construction\CASupport\Pay Request\01 - Not Done\PayRequest01_10thStExt.xlsx
Pay Request 1
Page 6 of 7
$128,529.85 is recommended for approval for payment in accordance with the terms of the Contract
1%
Percent of Contract Period Utilized 5%
Liquidated Damages
-$
128,529.85$
Pay Request 9
Pay Request 2
Pay Request 3
Date:
Approved By:
City of Waukee
Signature:
Name: Brad Deets
Title: City Administrator
TOTAL -$
PAY REQUEST SUMMARY
Contractor:
Elder Corporation
Signature:
Name: Nick Tometich
Title: Project Manager
Date:
Recommended By:
Shive-Hattery, Inc.
Signature:
Name: Patrick Watts
Title: Civil Engineer
Date:
Pay Request 7
Pay Request 8
The amount of:
Pay Request 10
Total Previously Approved
Amount Due This Request
Percent Complete
Total Completed
Contract Price $23,240,000.00 132,505.00$
128,529.85$
Total Previously Approved (list each)Pay Request 1
-$
MATERIALS STORED SUMMARY
# of Units Unit Price Extended Cost
Total Approved
Pay Request 4
Pay Request 6
Revised Contract Price 23,240,000.00$ 132,505.00$
Materials Stored -$
Retainage (3%) 3,975.15$
Pay Request 5
Approved Change Order 1
Approved Change Order 2
Total Earned Less Retainage
Description
None
Approved Change Order 3
P:\Projects\2024\2240021750\Construction\CASupport\Pay Request\01 - Not Done\PayRequest01_10thStExt.xlsx
Pay Request 1
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05/14/2026 05/14/2026