HomeMy WebLinkAboutDave Schmitt Construction - Final Qty - FY19 Brock 3rd Addition, Cont. 970 - 7.13.20CITY OF WATERLOO, IOWA
FINAL QUANTITY ADJUSTMENT
PROJECT: F.Y. 2019 DYSART RD. & W. 2ND ST RECONSTRUCTION PROGRAM,
CONTRACT NO. 970
Date Prepared: July 1, 2020 AMOUNT: $ 60,735.40 DECREASE
TO: K. Cunningham Construction Co., Inc. , Contractor
You are hereby ordered to make the following changes from the plans and specifications or
perform the following extra work on your contract dated June 3. 2019
A. Description of change to be made or extra work to be done:
Adjust original construction quantities to actual construction quantities.
B. Reason for ordering change or extra work:
As -built quantities varied for some bid items
C. Settlement for cost of work to be made as follows:
Compensation already made to contractor through bid items.
See attached summary
BY: Quentin Hart
TOTAL DECREASE _ $60,735.40
7/13/2020
Mayor Date
ATTEST:
Ke//e �e/chle
7/13/2020
City Clerk Date
K. Cunningham Construction Co., Inc.
CONTRACTOR
BY:
TITLE: 7+ �J:,i7�
APPROVED:
ity77_$70
En in r
g7/ Date
Final Quantity Adjustment Contract No. 970
Page 1/1
INCR/DECK
COST
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F.Y. 2019 DYSART ROAD & W. 2ND STREET RECONSTRUCTION PROGRAM CONTRACT NO. 970
FINAL QUANTITY ADJUSTMENT SUMMARY '.. K CUNNINGHAM
BID ITEM DESCRIPTION CONST
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1 :TOPSOIL, 4 INCHES, ON OR OFF SITE 1 SY $850
2 EXCAVATION, CLASS 10 CY �. $7.50
SUBGRADE PREPARATION SY $1.25
SUBGRADE TREATMENT, WOVEN GEOTEXTILE OR GEOGRID SY $2.25
SUBBASE, MODIFIED TON $19.50
SUBBASE, MODIFIED (Dysart) �, SY $11.55'.
SUBBASE, MODIFIED (W 2nd) I SY $8.00'
GRANULAR SHOULDER, TYPE B __.. TON $21.00'
STORM SEWER, TRENCHED, RCP 2000D, 24 INCH LF $98.00'
STORM SEWER, TRENCHED, RCP Z000D, 15 INCH LF $86.60
STORM SEWER, TRENCHED, RCP Z000D, 12 INCH LF I� — $70.00I
10 SUBDRAI N, TYPE SP, 6INCH LF $1050
11 SUBDRAIN, TYPE SP, 4 INCH LF $9.00I
12 .SUBDRAIN OUTLETS AND CONNECTIONS, CMP, 60R 8 INCHEACH $325.00
13 :'.STORM SEWER SERVICE STUB, TYPE S,4INCH LF $15.00I
14 MANHOLE, SW-402 EACH $5,500.00
15 MANHOLE, SW-406, SHALLOW RECTANGULAR EACH_.... $5,850.00I
REMOVE MANHOLE OR INTAKE, STORM EACH 'i, $650.00
INTAKE, SW-501, SINGLE GRATE EACH I $4,985.00
INTAKE, SW 507, R&R TOP & INSERT ONLY EACH ' $3,000.00
INTAKE, E-1-C, R&R BOXOUT ONLY _ EACH $1,500.00I
FURNISH AND INSTALL SW-603 TYPE CASTING EACH $1,700.00I
MANHOLE MODIFICATION, SW-406 EACH $2,255.00I
MANHOLE MODIFICATION, ST-5, W. 2ND ST. EACH $3,345.00
FURNISH AND INSTALL MANHOLE FRAME AND COVER, SA-2, W. 2ND ST. EACH $380.00I
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WATER SERVICE KILL EACH
DIVISION 7 - STREETS AND RELATED WORK
PCC PAVEMENT I
PAVEMENT, PCC, 7 INCH, C-SUD OR IDOT QMC SY
PAVEMENT, PCC, 91NCH, C-SUD OR!DOT QMC SY 7
PAVEMENT, PCC, 10 INCH, C-SUD OR IDOTQMC SY
PCC PAVEMENT SAMPLES AND TESTING LS
CONCRETE WASHOUT LS
COLD WEATHER CONCRETE PROTECTION SY
LINSEED OIL TREATMENT '', SY
.
SIDEWALKS, SHARED USE PATHS AND DRIVEWAYS
REMOVAL OF SIDEWALK AND DRIVEWAY SY
SIDEWALK, PCC C-4, 41NCH, C-4 SY
SIDEWALK, PCC C-4, 6 INCH PEDESTIAN RAMP, C-4 SY
DETECTABLE WARNING SF
DRIVEWAY AND SIDEWALK, PAVED, PCC, 7 INCH, C-4 SY
DRIVEWAY, GRANULAR TON
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TOTAL PAID CONTRACTOR
yM
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ESTIMATES 1-12
PAYMENTS TO CONTRACTOR
FINAL CONTRACT AMOUNT
FINAL QUANTITY ADJUSTMENT
CHANGE ORDER NO. 2
CHANGE ORDER NO.1
ORIGINAL CONTRACT AMOUNT
TOTAL DECREASE
48 I CONSTRUCTION SURVEY
DIVISION 11 -MISCELLANEOUS
47 I INLET PROTECTION DEVICE, MAINTENANCE
46 INLET PROTECTION DEVICE, INTERMEDIATE AND DROP IN OR SURFACE APPILIED
45 I WATTLE, REMOVAL
EROSION AND SEDIMENT CONTROL
44 WATTLE, STRAW, 61NCH
43 (WARRANTY
42 (HYDRAULIC SEEDING, SEEDING, FERTILIZING AND MULCHING
1 SEEDING
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40 DIRECTIONAL SIGNS, PER DETAILS
41 DETOUR, DYSART ROAD
39 'TEMPORARY TRAFFIC CONTROL
TEMPORARY TRAFFIC CONTROL
38 PAINTED PAVEMENT MARKINGS,SOLVENT/WATERBOURNE STA
0
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DIVISION 8 - PAVEMENT MARFCINGS AND TRAFFIC CONTROL
37 !SAW CUT LF
36 ,PAVEMENT REMOVAL, CONCRETE SY
(PAVEMENT REHABILITATION
BID ITEM __.. DESCRIPTION
FINAL QUANTITY ADJUSTMENT SUMMARY
F.Y. 2019 DYSART ROAD & W. 2ND STREET RECONSTRUCTION PROGRAM CONTRACT NO. 970
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EACH
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AS
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$1,203,277.94
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87.67
657.00
TOTAL I-$1,203,277.94
SUBTOTAL I $1,143,114.04
12 I $41,587.53
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