HomeMy WebLinkAbout2022-04-18 I01D_05 Warrior Ln Improvements Phase 2_Pmt Est 1AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 18, 2022
AGENDA ITEM:Consideration of approval of Payment Estimate No. 1 to Absolute
Concrete Construction, Inc. for the Warrior Lane Improvements - Phase
2 project, in the amount of $18,620.00.
FORMAT:Consent Agenda
SYNOPSIS INCLUDING PRO & CON: Absolute Concrete Construction Inc. requested
Payment Estimate No. 1 for the work completed on Warrior Lane Improvements - Phase 2 project
in the amount of $18,620.00. Shive-Hattery has reviewed the payment estimate and recommends
payment.
The partial payment is for the pay period ending March 31, 2022. This pay estimate is for
clearing and grubbing and mobilization.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $18,620.00
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:Beth Richardson
REVIEWED BY:Sara Kappos SKK
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
I1D5
S-H Project No.: 4203290
April 12, 2022
Rudy Koester, Public Works Director
City of Waukee
805 University Avenue
Waukee, IA 50263
RE: Pay Request #1 – Review and Recommendation to Approve
Warrior Lane Improvements - Phase 2
Dear Mr. Koester:
Attached please find a detailed pay request for the Warrior Lane Improvements - Phase 2 project. The
pay request includes the following items:
• Clearing and Grubbing
• Mobilization
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 Absolute Concrete
Construction, Inc. of Slater, IA in the amount of $18,620.00 for the work completed to date.
Sincerely,
SHIVE-HATTERY, INC.
Blake Peterson, PE
Civil Engineer
Enc. Pay Request #1
CITY OF WAUKEE
230 W HICKMAN ROAD
WAUKEE, IOWA 50263
Contractor: Absolute Concrete Construction, Inc.
1000 W. 6th Avenue
Slater, IA 50244
Division I
(Road)
Division II
(Parking Lot)
Division I
(Road)
Division II
(Parking Lot)
Item Estimated Estimated Unit Extended Quantity Quantity Value
No. Quantity Quantity Price Price Completed Completed Completed
1 LS 0.7 0.3 8,200.00$ 8,200.00$ 0.35 0.15 4,100.00$
2 CY 2,876 1,557 7.00$ 31,031.00$ -$
3 CY 717 0 38.00$ 27,246.00$ -$
4 CY 5,636 0 14.00$ 78,904.00$ -$
5 LS 0.0 1.0 45,000.00$ 45,000.00$ -$
6 SY 6,724 6,143 3.50$ 45,034.50$ -$
7 TON 144.0 15.0 290.00$ 46,110.00$ -$
8 SY 5,850 0 12.50$ 73,125.00$ -$
9 LF 282 76 80.00$ 28,640.00$ -$
10 LF 50 154 90.00$ 18,360.00$ -$
11 LF 611 195 100.00$ 80,600.00$ -$
12 LF 98 0 125.00$ 12,250.00$ -$
13 LF 62 0 150.00$ 9,300.00$ -$
14 LF 174 0 70.00$ 12,180.00$ -$
15 LF 327 13 20.00$ 6,800.00$ -$
16 EA 2 0 875.00$ 1,750.00$ -$
17 EA 0 2 2,500.00$ 5,000.00$ -$
18 LF 920 0 25.00$ 23,000.00$ -$
19 EA 5 0 825.00$ 4,125.00$ -$
20 EA 17 0 325.00$ 5,525.00$ -$
21 LF 226 0 10.00$ 2,260.00$ -$
22 LF 405 0 25.00$ 10,125.00$ -$
23 LF 92 0 50.00$ 4,600.00$ -$
24 LF 466 0 85.00$ 39,610.00$ -$
25 LF 100 0 200.00$ 20,000.00$ -$
26 EA 4 0 750.00$ 3,000.00$ -$
PAY REQUEST
Project Title Warrior Lane Improvements - Phase 2
4203290
Date April 12, 2022
$2,536,969.55 02/22/22
Pay Period End Date March 31, 2022
Pay Request Number 1
Original Contract Amount & Date
Estimated Completion Date November 18, 2022
BID ITEMS
S-H Project File Number
UnitDescription
CLEARING AND GRUBBING
TOPSOIL
MODIFIED SUBBASE
STORM SEWER G-MAIN, TRENCHED, RCP CLASS III,
15 IN.
STORM SEWER G-MAIN, TRENCHED, RCP CLASS III,
18 IN.
STORM SEWER G-MAIN, TRENCHED, RCP CLASS III,
24 IN.
STORM SEWER G-MAIN, TRENCHED, RCP CLASS III,
30 IN.
EXCAVATION, CLASS 10, ROADWAY
EXCAVATION, CLASS 10, ROADWAY, WASTE
EXCAVATION, CLASS 10, PARKING LOT
SUBGRADE PREPARATION, 12 IN.
SUBGRADE TREATMENT - CEMENT STABILIZATION
SUBDRAIN, 6 IN.
SUBDRAIN CLEANOUT
SUBDRAIN OUTLETS
REMOVAL OF SUBDRAIN
ROCK CHIMNEY
STORM SEWER G-MAIN, TRENCHED, RCP CLASS III,
36 IN.
STORM SEWER G-MAIN, TRENCHED, HDPE DUAL-
WALL, 18 IN.
REMOVAL OF STORM SEWER PIPE LESS THAN OR
EQUAL TO 36 IN.
STORM SEWER ABANDONMENT, PLUG
APRON, CONCRETE, 15 IN. DIA.
WATER MAIN, TRENCHED, PVC, 8 IN.
WATER MAIN, TRENCHED, PVC, 12 IN.
WATER MAIN, TRENCHLESS, PVC, 12 IN.
FITTING, DUCTILE IRON, 8 IN.
P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\01\PayRequest01_Warrior Lane Phase 2.xlsx
Pay Request 1
Page 1 of 5
27 EA 15 0 1,250.00$ 18,750.00$ -$
28 EA 5 0 3,500.00$ 17,500.00$ -$
29 LF 579 0 20.00$ 11,580.00$ -$
30 EA 1 0 2,000.00$ 2,000.00$ -$
31 EA 3 0 3,500.00$ 10,500.00$ -$
32 EA 1 0 6,500.00$ 6,500.00$ -$
33 EA 1 0 1,250.00$ 1,250.00$ -$
34 EA 1 0 3,750.00$ 3,750.00$ -$
35 EA 3 0 300.00$ 900.00$ -$
36 EA 2 0 6,000.00$ 12,000.00$ -$
37 EA 1 0 10,500.00$ 10,500.00$ -$
38 EA 5 2 3,500.00$ 24,500.00$ -$
39 EA 6 0 5,500.00$ 33,000.00$ -$
40 EA 0 2 5,500.00$ 11,000.00$ -$
41 EA 1 0 12,000.00$ 12,000.00$ -$
42 EA 0 3 9,000.00$ 27,000.00$ -$
43 EA 0 1 5,000.00$ 5,000.00$ -$
44 EA 5 0 1,500.00$ 7,500.00$ -$
45 EA 1 0 2,500.00$ 2,500.00$ -$
46 EA 1 0 2,000.00$ 2,000.00$ -$
47 EA 1 0 2,000.00$ 2,000.00$ -$
48 EA 2 0 1,000.00$ 2,000.00$ -$
49 EA 2 0 2,500.00$ 5,000.00$ -$
50 SY 0.0 1,507.2 56.00$ 84,403.20$ -$
51 SY 0.0 3,726.5 60.00$ 223,590.00$ -$
52 SY 4,242.7 0.0 90.00$ 381,843.00$ -$
53 SY 634.5 0.0 50.00$ 31,725.00$ -$
54 TON 46.3 0.0 50.00$ 2,315.00$ -$
55 SY 639.1 297.6 12.00$ 11,240.40$ -$
56 SY 537.8 3,841.9 12.00$ 52,556.40$ -$
57 SY 975.4 83.1 48.00$ 50,808.00$ -$
58 SY 1,315.2 85.2 6.00$ 8,402.40$ -$
59 SY 541.3 0.0 50.00$ 27,065.00$ -$
60 SY 0.0 469.7 65.00$ 30,530.50$ -$
61 SF 170 0 50.00$ 8,500.00$ -$
62 SY 735.0 0.0 60.00$ 44,100.00$ -$
63 SY 2,616.0 0.0 12.00$ 31,392.00$ -$
64 LS 1.0 0.0 927.50$ 927.50$ -$
CONNECTION TO EXISTING WATER SYSTEM
REMOVAL OF WATER MAIN
VALVE, GATE, DIP, 8 IN.
VALVE, GATE, DIP, 12 IN.
FIRE HYDRANT ASSEMBLY, WM-201
FITTING, DUCTILE IRON, 12 IN.
INTAKE, SW-501
INTAKE, SW-503
INTAKE, SW-505
INTAKE, SW-505, MODIFIED
INTAKE, SW-506
FIRE HYDRANT ADJUSTMENT
FIRE HYDRANT RELOCATION
VALVE BOX ADJUSTMENT
MANHOLE, STORM SEWER, SW-401, 60 IN.
MANHOLE, STORM SEWER, SW-401, 84 IN.
REMOVAL OF INTAKE/MANHOLE
CONNECTION TO EXISTING STORM SEWER SYSTEM
STD / S-F PCC PAVEMENT, CLASS C, CLASS III, 6 IN.
STD / S-F PCC PAVEMENT, CLASS C, CLASS III, 7 IN.
STD / S-F PCC PAVEMENT, CLASS C, CLASS III, 9 IN.
INTAKE, SW-513
MANHOLE/INTAKE ADJUSTMENT, MINOR
MANHOLE/INTAKE ADJUSTMENT, MAJOR
CONNECTION TO EXISTING MANHOLE
CONNECTION TO EXISTING INTAKE
SPECIAL SUBGRADE PREPARATION FOR SHARED
USE PATH
SIDEWALK, PCC, 4 IN.
SIDEWALK, PCC, 5 IN.
DETECTABLE WARNINGS
DRIVEWAY, PAVED, PCC, 7 IN.
PAVEMENT, HMA, 8 IN.
GRANULAR SHOULDERS, TYPE A
REMOVAL OF SIDEWALK/SHARED USE PATH
REMOVAL OF DRIVEWAY
SHARED USE PATH, PCC, 6 IN.
PAVEMENT REMOVAL
RECTANGULAR RAPID FLASHING BEACON, REMOVE
AND REINSTALL
P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\01\PayRequest01_Warrior Lane Phase 2.xlsx
Pay Request 1
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65 STA 8.77 28.70 125.00$ 4,683.75$ -$
66 STA 34.64 0.00 85.00$ 2,944.40$ -$
67 EA 0 28 125.00$ 3,500.00$ -$
68 EA 12 0 250.00$ 3,000.00$ -$
69 STA 0.48 2.09 450.00$ 1,156.50$ -$
70 STA 34.64 0.00 85.00$ 2,944.40$ -$
71 EA 11 0 125.00$ 1,375.00$ -$
72 EA 20 19 150.00$ 5,850.00$ -$
73 EA 13 16 150.00$ 4,350.00$ -$
74 EA 7 11 75.00$ 1,350.00$ -$
75 LS 0.9 0.1 20,000.00$ 20,000.00$ -$
76 AC 1.5 0.7 7,500.00$ 16,500.00$ -$
77 AC 3.0 0.0 3,500.00$ 10,500.00$ -$
78 EA 725 0 25.00$ 18,125.00$ -$
79 EA 50 0 50.00$ 2,500.00$ -$
80 EA 14 274 60.00$ 17,280.00$ -$
81 EA 20 11 450.00$ 13,950.00$ -$
82 EA 16 21 525.00$ 19,425.00$ -$
83 EA 24 0 450.00$ 10,800.00$ -$
84 EA 25 0 550.00$ 13,750.00$ -$
85 EA 1 0 750.00$ 750.00$ -$
86 CY 4.7 0.0 300.00$ 1,410.00$ -$
87 CY 183.7 0.0 120.00$ 22,044.00$ -$
88 CY 35.3 40.0 40.00$ 3,012.00$ -$
89 MGAL 17.16 27.81 60.00$ 2,698.20$ -$
90 EACH 6 6 400.00$ 4,800.00$ -$
91 LS 1.0 0.0 10,000.00$ 10,000.00$ -$
92 LS 0.7 0.3 2,000.00$ 2,000.00$ -$
93 LS 0.7 0.3 6,000.00$ 6,000.00$ -$
94 LF 400 950 2.75$ 3,712.50$ -$
95 LF 400 950 0.50$ 675.00$ -$
96 LF 1,250 450 1.75$ 2,975.00$ -$
97 LF 2,500 900 0.05$ 170.00$ -$
98 TON 120.0 40.0 50.00$ 8,000.00$ -$
99 AC 3.0 0.0 3,000.00$ 9,000.00$ -$
100 EA 19 12 180.00$ 5,580.00$ -$
101 EA 38 24 40.00$ 2,480.00$ -$
102 EA 10 0 3,000.00$ 30,000.00$ -$
PAINTED SYMBOLS AND LEGENDS, DURABLE
PAVEMENT MARKINGS REMOVED
GROOVES CUT FOR PAVEMENT MARKINGS
GROOVES CUT FOR SYMBOLS AND LEGENDS
TYPE A SIGN
PAINTED PAVEMENT MARKINGS,
SOLVENT/WATERBORNE
PAINTED PAVEMENT MARKINGS, DURABLE
PAINTED SYMBOLS AND LEGENDS,
SOLVENT/WATERBORNE
1 GALLON PERENNIAL
2 GALLON PERENNIAL
3 GALLON SHRUB
1.75" B&B DECIDUOUS TREE
2" B&B DECIDUOUS TREE
POSTS, STEEL, AS PER PLAN
REMOVAL OF TRAFFIC SIGN
TEMPORARY TRAFFIC CONTROL
HYDRAULIC SEED, FERTILIZE, MULCH TYPE 1
(URBAN)
HYDRAULIC SEED, FERTILIZE, MULCH TYPE 4 (TEMP
URBAN)
DOUBLE-SHREDDED HARDWOOD MULCH
WATERING FOR PLANTINGS
MOBILIZATION FOR WATERING
IRRIGATION
SWPPP PREPARATION
6-8' HEIGHT DECIDUOUS B&B TREE - CLUMP
8' HEIGHT B&B EVERGREEN TREE
2.5" EXISTING TREE TRANSPLANTING
COMPOST AMENDMENT
IMPORTED PLANTING SOILS
STABILIZED CONSTRUCTION ENTRANCE
EROSION CONTROL MULCHING, HYDROMULCHING
INLET PROTECTION DEVICE, SEDIMENT FILTER
INLET PROTECTION DEVICE, MAINTENANCE AND
REMOVAL
EXISTING HYDRODYNAMIC SEPARATOR CLEANOUT
SWPPP MANAGEMENT
FILTER SOCK, 9 IN. DIA.
FILTER SOCK, REMOVAL
SILT FENCE
SILT FENCE, MAINTENANCE AND REMOVAL
P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\01\PayRequest01_Warrior Lane Phase 2.xlsx
Pay Request 1
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103 LF 288 165 24.90$ 11,279.70$ -$
104 EA 0 1 675.00$ 675.00$ -$
105 LF 294 165 3.00$ 1,377.00$ -$
106 CY 40.9 0.0 800.00$ 32,720.00$ -$
107 EA 2 0 475.00$ 950.00$ -$
108 SF 1,493.4 0.0 28.00$ 41,815.20$ -$
109 SY 126.7 0.0 140.00$ 17,738.00$ -$
110 LS 0.7 0.3 25,000.00$ 25,000.00$ -$
111 LS 0.7 0.3 155,000.00$ 155,000.00$ 0.07 0.03 15,500.00$
112 LS 0.7 0.3 6,220.00$ 6,220.00$ -$
113 LS 1.0 0.0 60,000.00$ 60,000.00$ -$
114 LS 0.0 1.0 35,000.00$ 35,000.00$ -$
2,536,969.55$ 19,600.00$
Description
None
UNIT PAVERS ON GRANULAR BASE
PCC EDGING BAND
CONSTRUCTION SURVEY
MOBILIZATION
CONCRETE WASHOUT
CHAIN LINK FENCE, 72 IN.
GATE, CHAIN LINK, 72 IN.
REMOVAL OF FENCE
COMBINED CONCRETE SIDEWALK AND RETAINING
WALL
COMMUNITY MARKER SIGN FOOTING
TOTAL -$
NO EXCUSE ROADWAY AND PARKING LOT
COMPLETION ENHANCEMENT PAYMENT
SITE LIGHTING - PARKING LOT
TOTAL
MATERIALS STORED SUMMARY
# of Units Unit Price Extended Cost
-$
P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\01\PayRequest01_Warrior Lane Phase 2.xlsx
Pay Request 1
Page 4 of 5
$18,620.00 is recommended for approval for payment in accordance with the terms of the ContractThe amount of:
Pay Request 6
Pay Request 7
Pay Request 11
Pay Request 9
Pay Request 10
Pay Request 8
Total Previously Approved -$
Amount Due This Request 18,620.00$
Pay Request 5
Percent Complete 1%
Percent of Contract Period Utilized 14%
Liquidated Damages
Total Earned Less Retainage 18,620.00$
Total Previously Approved (list each)Pay Request 1
Pay Request 2
Pay Request 3
Pay Request 12
Pay Request 4
Approved Change Order 3
Revised Contract Price 2,536,969.55$ 19,600.00$
Materials Stored -$
Retainage (5%) 980.00$
Total Completed
Contract Price 2,536,969.55$ 19,600.00$
Approved Change Order 1
Approved Change Order 2
Total Approved
PAY REQUEST SUMMARY
Date:
Approved By:
City of Waukee
Signature:
Name:
Title:
Date:
Recommended By:
Shive-Hattery, Inc.
Signature:
Name:
Title:
Date:
Contractor:
Absolute Concrete Construction, Inc.
Signature:
Name:
Title:
P:\Projects\DM\4203290\Construction\_Warrior Lane Phase 2\CASupport\Pay Requests\01\PayRequest01_Warrior Lane Phase 2.xlsx
Pay Request 1
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