HomeMy WebLinkAboutRieth Riley/Eng/CO #5/-172,023.87/96th and Keystone Parkway – Project #16-ENG-05City of Carmel Project 16 -ENG -05
96th Street and Keystone Parkway
CHANGE ORDER # 05 l
The purpose of this change order is to address changes to the proposed storm sewer brought about by Construction Changes 3
and 5. Additionally, a Field Change addressed proposed storm structures that were in conflict with existing IPL poles on the
north side of 96th Street, east of Keystone Parkway.
Work covered in this change order includes the following:
The Box Culvert structures, STR 810A and STR 811, were redesigned to avoid utilities. The box culvert structure was moved
under the westbound lanes of 96th Street which required several revisions to the original design of the structure. The cost
impacts of this redesign are summarized in a letter from Rinker Materials which is included with this change order. The box
culvert redesign also resulted in a revision to the pay quantity for the 7'x4' and 8'x4' structures.
The relocation of the box culvert resulted in the elimination of (4) proposed junction box structures. Vault STR 814 was a
complex structure that required the Contractor to solicit an engineering design. Rieth-Riley has requested compensation for
the design of this eliminated structure.
Construction Changes 3 and 5 altered a number of drainage structures. A summary of these changes is included with this
change order. New Pay Items are needed for Manhole, N4; Manhole, M7; and Manhole, K4, Modified.
Due to the existing IPL poles along the north side of 96th Street, a number of manholes could not be placed in their proposed
locations. A Field Change was proposed, and with the designer's approval, seven C-4 Manholes and one J-4 Manhole were
eliminated on north side of 96th Street. The corresponding curb inlets were connected with a trunk line beneath the curb and
gutter. This required new holes to be cored into each inlet and that additional cost is included in this change order. Several
manholes had already been cast by the manufacturer, so there is an additional cost to dispose of these manholes. The
documentation of the time and materials required for all of these changes is provided.
A contract time adjustment may be required but will be discussed at a later date.
Contract Price prior to this Change Order
.................
Contract Price will be increase ecrease by this Change Order
New Contract Price including this Change Order
-------------------
$28,869,321.79
----- ($172,023.87)
$28,697,297.92
Amount
Adjusted Contract
Price
Cumulative % Change
from Original Contract
Original Contract $28,793,000.00
$28,793,000.00
N/A
CO 01 $25,843.67
$28,818,843.67
0.09%
CO 02 $3,481.80
$28,822,325.47
0.10%
CO 03 $0.00
$28,822,325.47
0.10%
CO 04 $46,996.32
$28,869,321.79
0.26%
CO 05 ($172,023.87)
$28,697.297.92
-0.33%
TO:
CITY OF CARMEL
CONTRACT CHANGE ORDER NO.
DATE: 10/24/2018
PROJECT NAME: 16 -ENG -05
CITY REQ. NO.:
CITY PO NO.:
CITY PO DATE:
I. You are directed to make the following changes in this Contract:
The purpose of this change order is to address changes to the proposed storm sewer brought about by Construction
Changes 3 and 5. Additionally, a Field Change addressed proposed storm structures that were in conflict with existing
IPL poles on the north side of 96th Street, east of Keystone Parkway.
Work covered in this change order includes the following:
The Box Culvert structures, STR 810A and STR 811, were redesigned to avoid utilities. The box culvert structure was
moved under the westbound lanes of 96th Street which required several revisions to the original design of the structure.
The cost impacts of this redesign are summarized in a letter from Rinker Materials which is included with this change
order. The box culvert redesign also resulted in a revision to the pay quantity for the 7'x4' and 8'x4' structures.
The relocation of the box culvert resulted in the elimination of (4) proposed junction box structures. Vault STR 814 was
a complex structure that required the Contractor to solicit an engineering design. Rieth-Riley has requested
compensation for the design of this eliminated structure.
Construction Changes 3 and 5 altered a number of drainage structures. A summary of these changes is included with this
change order. New Pay Items are needed for Manhole, N4; Manhole, M7; and Manhole, K4, Modified.
Due to the existing IPL poles along the north side of 96th Street, a number of manholes could not be placed in their
proposed locations. A Field Change was proposed, and with the designer's approval, seven C-4 Manholes and one J-4
Manhole were eliminated on north side of 96th Street. The corresponding curb inlets were connected with a trunk line
beneath the curb and gutter. This required new holes to be cored into each inlet and that additional cost is included in
this change order. Several manholes had already been cast by the manufacturer, so there is an additional cost to dispose
of these manholes. The documentation of the time and materials required for all of these changes is provided.
A contract time adjustment may be required but will be discussed at a later date.
ITEM
AMOUNT
35
($136,050.00)
137
$26,465.00
138
$4,500.00
139
($119,024.16)
144
$975.00
145
($5,124.00)
146
($1,610.00)
148
$1,280.00
167
($5,100.00)
172
($1,700.00)
173
($5,000.00)
175
($6,500.00)
176
$5,700.00
178
$10,000.00
179
($3,800.00)
181
($4,000.00)
184
($23,800.00)
186
$6,500.00
Version 2016-08-31 AR -6
SCHEDULED ADJUSTMENT
(+) OR (-) DAYS
187
ts1.700.00)
188
64.500.00)
1889
t'_,?�)U.c►t11
190
191
$3,000.00
192
53,600.00
193
$1,800.00
331
$39,663.40
332
$8,000.00
333
$6,500.00
334
S10,432.67
335
$16,675.82
336
$9,792.40
H. The following referenced Documents further describe the changes outlined in Paragraph I, and
are to be considered a part of this Change Order: R -'.P.: W.D.C. No.:
Other:
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 28,869,321.79
Contract Price will be increased/decreased by this Change Order S 11 %?.()? ;,887)
New Contract Price including this Change Order S 28,697,297.92
Contract Time Prior to this Change Order Days 5131/2019 Completion Date
Net increased/decreased resulting from this Change Or& 0 Days
Current Contract Time including this Change Ord Days 5/31/2019 Completion Date
This Change Order is for full and final settlement of all direct, indirect, impact costs and time extension;
incurred at any time resulting from the performance of the changed work.
The Above Changes Are The Above Changes Are Ap roved:
Recommended Accepted:
American Structurepoint Inc. Rieth-Riley Construction Co, Inc � /�5 e�
ENGINEER CONTRACTORJ rain, t`tji, Mayr
7260 Sbadeland Station Indianapolis, IN 466221✓�
Address Address Vn;�rA rznckey- nto-ekl,>,-
Lodi W son, ?Member
Indianapolis, FN 4626 Indianapolis, IN 46221
City/State/Zip City/Statc/Zip J my I m< , PE, City
By: _
Phone: (3 r7) 401-0263
Date:
Treasurer
Date: 1 Z 110 Date:
Version 3o 16JU-31 AR -6
■m
o American Structurepoint, Inc.
EN $TRUCTUREPOINT p
Change Order Details
96th Street and Keystone Parkway
Description:
16 -ENG -05
Construction of a roundabout interchange at the
intersection of 96th Street and Keystone Parkway,
including the reconstruction of Keystone Parkway
from I-465 to 98th Street, and reconstruction of 96th
Street from Haverstick Road to Enterprise Drive.
The Project includes new construction of a twospan
bridge over 96th Street.
Change Order:
5 Date Created: 10/19/2018
Status:
Pending Approval Date Approved:
Type:
Changed Conditions
Summary:
Storm Drainage Revisions
Change Order Description:
The purpose of this change order is to address changes to the proposed storm
sewer brought about by Construction Changes 3 and 5. Additionally, a Field
Change addressed proposed storm structures that were in conflict with existing
IPL poles on the north side of 96th Street, east of Keystone Parkway.
Work covered in this change order includes the following:
The Box Culvert structures, STR 810A and STR 811, were redesigned to avoid
utilities. The box culvert structure was moved under the westbound lanes of
96th Street which required several revisions to the original design of the
structure. The cost impacts of this redesign are summarized in a letter from
Rinker Materials which is included with this change order. The box culvert
redesign also resulted in a revision to the pay quantity for the 7'x4' and 8'x4'
structures.
The relocation of the box culvert resulted in the elimination of (4) proposed
junction box structures. Vault STR 814 was a complex structure that required
the Contractor to solicit an engineering design. Rieth-Riley has requested
compensation for the design of this eliminated structure.
Construction Changes 3 and 5 altered a number of drainage structures. A
summary of these changes is included with this change order. New Pay Items
are needed for Manhole, N4; Manhole, M7; and Manhole, K4, Modified.
Due to the existing IPL poles along the north side of 96th Street, a number of
manholes could not be placed in their proposed locations. A Field Change was
proposed, and with the designer's approval, seven C-4 Manholes and one J-4
Manhole were eliminated on north side of 96th Street. The corresponding curb
inlets were connected with a trunk line beneath the curb and gutter. This
required new holes to be cored into each inlet and that additional cost is
included in this change order. Several manholes had already been cast by the
manufacturer, so there is an additional cost to dispose of these manholes. The
documentation of the time and materials required for all of these changes is
provided.
A contract time adjustment may be required but will be discussed at a later
date.
Awarded Project Amount:
$28,793,000.00
Authorized Project Amount:
$28,822,325.47
Change Order Details: 96th Street and Keystone Page 1 of 4 10/24/2018
Parkway
Change Order Amount: -$172,023.87
Revised Project Amount: $28,650,301.60
Increases/Decreases
Line Number Item Unit Unit Price Current Change Revised
Quantity Amount Quantity Amount Quantity Amount
Section: 1 - 801-08400
0350 35 CYS $75.000 3,709.00 $278,175.00 -1,814.00 -$136,050.00 1,895.00 $142,125.00
STRUCTURE BACKFILL, TYPE 5
Reason: Balancing Change Order
1370 137 LFT $395.000 645.00 $254,775.00
STRUCTURE, REINFORCED CONCRETE, BOX SECTIONS, 8 FT. X 4 FT.
Reason: Balancing Change Order
1380 138 LFT $375.000 424.00 $159,000.00
STRUCTURE, REINFORCED CONCRETE, BOX SECTIONS, 7 FT. X 4 FT.
Reason: Balancing Change Order
1390 139 EACH $29,756.040 5.00 $148,780.20
VAULT, REINFORCED BOX JUNCTION
Reason: Balancing Change Order
1440 144 LFT $39.000 3,757.00 $146,523.00
PIPE, TYPE 2, CIRCULAR, 12 IN.
Reason: Balancing Change Order
67.00 $26,465.00 712.00 $281,240.00
12.00 $4,500.00 436.00 $163,500.00
-4.00 -$119,024.16 1.00 $29,756.04
25.00 $975.00 3,782.00 $147,498.00
1450 145 LFT $42.000 2,403.00 $100,926.00 -122.00 -$5,124.00 2,281.00 $95,802.00
PIPE, TYPE 2, CIRCULAR, 15 IN.
Reason: Balancing Change Order
1460 146 LFT
$46.000
2,894.00
$133,124.00
-35.00
-$1,610.00
2,859.00
$131,514.00
PIPE, TYPE 2, CIRCULAR, 18 IN.
Reason: Balancing Change Order
1480 148 LFT
$64.000
1,379.00
$88,256.00
20.00
$1,280.00
1,399.00
$89,536.00
PIPE, TYPE 2, CIRCULAR, 30 IN.
Reason: Balancing Change Order
1670 167 EACH
$1,700.000
16.00
$27,200.00
-3.00
-$5,100.00
13.00
$22,100.00
MANHOLE, C15
Reason: Balancing Change Order
1720 172 EACH
$1,700.000
9.00
$15,300.00
-1.00
-$1,700.00
8.00
$13,600.00
MANHOLE, C5
Reason: Balancing Change Order
1730 173 EACH
$5,000.000
5.00
$25,000.00
-1.00
-$5,000.00
4.00
$20,000.00
MANHOLE, K5 MODIFIED
Reason: Balancing Change Order
1750 175 EACH
$6,500.000
3.00
$19,500.00
-1.00
-$6,500.00
2.00
$13,000.00
MANHOLE, L7
Reason: Balancing Change Order
Change Order Details: 96th Street and Keystone Page 2 of 4 10/24/2018
Parkway
13ne Number Item Unit
Unit Price
Current
Change
Revised
Quantity
Amount
Quantity
Amount
Quantity
Amount
1760 176 EACH
$1,900.000
11.00
$20,900.00
3.00
$5,700.00
14.00
$26,600.00
INLET, E7
Reason: Balancing Change Order
1780 178 EACH
$2,000.000
31.00
$62,000.00
5.00
$10,000.00
36.00
$72,000.00
INLET, HA5
Reason: Balancing Change Order
1790 179 EACH
$1,900.000
3.00
$5,700.00
-2.00
-$3,800.00
1.00
$1,900.00
INLET, J10
Reason: Balancing Change Order
1810 181 EACH
$2,000.000
3.00
$6,000.00
-2.00
-$4,000.00
1.00
$2,000.00
INLET, R13
Reason: Balancing Change Order
1840 184 EACH
$1,700.000
43.00
$73,100.00
-14.00
-$23,800.00
29.00
$49,300.00
MANHOLE, C4
Reason: Balancing Change Order
1860 186 EACH
$6,500.000
1.00
$6,500.00
1.00
$6,500.00
2.00
$13,000.00
MANHOLE, L4
Reason: Balancing Change Order
1870 187 EACH
$1,700.000
7.00
$11,900.00
-1.00
-$1,700.00
6.00
$10,200.00
MANHOLE, C7
Reason: Balancing Change Order
1880 188 EACH
$4,500.000
7.00
$31,500.00
-1.00
-$4,500.00
6.00
$27,000.00
MANHOLE, K4
Reason: Balancing Change Order
1890 189 EACH
$2,500.000
2.00
$5,000.00
-1.00
-$2,500.00
1.00
$2,500.00
CATCH BASIN, R13, MODIFIED
Reason: Balancing Change Order
1900 190 EACH
$6,500.000
1.00
$6,500.00
-1.00
-$6,500.00
0.00
$0.00
MANHOLE, M4
Reason: Balancing Change Order
1910 191 EACH
$3,000.000
17.00
$51,000.00
1.00
$3,000.00
18.00
$54,000.00
MANHOLE, J4
Reason: Balancing Change Order
1920 192 EACH
$1,800.000
8.00
$14,400.00
2.00
$3,600.00
10.00
$18,000.00
INLET, B15
Reason: Balancing Change Order
1930 193 EACH
$1,800.000
6.00
$10,800.00
1.00
$1,800.00
7.00
$12,600.00
INLET, C15
Reason: Balancing Change Order
(25 Items)
Totals
$1,701,859.20
-$263,088.16
$1,438,771.04
Change Order Details: 96th Street and Keystone Page 3 of 4 10/24/2018
Parkway
New Items
Line Number Item Unit
Pending Quantity
Unit Price
Dollar Amount
Section: 1 - 801-08400
3310 714-11086 LFT
1.148.00
$34.550
$39,663.40
STRUCTURE REINFORCED CONCRETE BOX SECTIONS,
Reason: Added Cost
3320 712.04784 EACH
1.00
$8,000.000
$8,000.00
STRUCTURE
Reason: Fault Structure 814, Design Cost
3330 720-91110 EACH
1.00
$6,500.000
X6,600.013
tiL N -HOLE, N4
3340 720-03194 EACH
1.00
510.432.670
$10,432.67
1vVkNHOLE
Reason:, M7
3350 720-92884 EACH
2.00
$3,337.910
S16,675.82
MANHOLE, K4, MODIFIED
3360 109-04299 DOL
1.00
$9.792.400
$9,792.40
FORCE ACCOUNIT WORK
Reason: T&M Storm Structure Modifications and Disposal Due to IPL Pole Conflicts
(6 Items)
Total:
+$91,064.29
Recommended for Processing:
Resident Project Representative Date
Confr�ctor
Owner
Date
Date
Change Order Details: 36th Street and Keystone Page 4 of 4 10/24/2018
Parkway
336 T&M Storm Structure Modifications & Disposal $9,792.40 1 DOL $9,792.40
184 MANHOLE, C4 $1,700.00L 7 EACH (11,900.00)
191 MANHOLE, J4 $3,000.00 I -1 EACH (3,000.00)
Total cost for Change Order No. 5 = (172,023.87)
Change Order No.5 -- Storm Drainage Revisions
Item No.
Description
Unit Price Quantity
Unit Extension
35
STRUCTURE BACKFILL, TYPE 5
$75.00 -1814
CYS
1 (136,050.00)
137
STRUCTURE, REINFORCED CONCRETE, BOX SECTIONS, 8 FT. X 4 FT.
$395.00
67
LFT
6,465.00
138
STRUCTURE, REINFORCED CONCRETE, BOX SECTIONS, 7 FT. X 4 FT.
$375.00
!
12
LFT
4,500.00_
139
VAULT, REINFORCED BOX JUNCTION
$29,756.041
-4
EACH
119,024.16)_144
144
PIPE, TYPE 2, CIRCULAR, 12 IN.
$39.00
25
.--(119,024.16),-
LFT 975.00
145
PIPE, TYPE 2, CIRCULAR, 15 IN.
$42.00
-122
LFT 5,124.00)
146
PIPE, TYPE 2, CIRCULAR, 18 IN.
$46.00
-35
LFT (1,610.00)
148
PIPE, TYPE 2, CIRCULAR, 30 IN.
$64.00
20
LFT 1,280.00
167
MANHOLE, C15
$1,700.00
1
-3
EACH (5,100.00)
172
MANHOLE, CS
$1,700.00
-1
EACH (1,700.00)
173
MANHOLE, K5 MODIFIED
$5,000.00
-1
EACH (5,000.00)
175
MANHOLE, L7
$6,500.00
-1
EACH. (6,500.00)
176
INLET, E7
$1,900.00
3
EACH Y 5,700.00
178
INLET, HAS
$2,000.00
j
5
EACH
—
10,000.00
179
INLET, J10
$1,900.00
-2
EACH
_
(3,800.00)
181
INLET, R13
$2,000.00
j
2
EACH
(4,000.00)
184
MANHOLE, C4
$1,700.00
-7
EACH (11,900.00)_
186
MANHOLE, L4
$6,500.00
1
EACH 6,500.00
187
MANHOLE, C7
_
$1,700.001
EACH (1,700.00)
188
189
MANHOLE, K4
CATCH BASIN, R13, MODIFIED Y
$4,500.00
$2,500.00.1
-1
-1
EACH (4,500.00)
EACH (2,500.00)
190
MANHOLE, M4
$6,500.00
-1
EACH ; (6,500.00)
191
MANHOLE, J4
$3,000.00
2
EACH1 6 0
192
INLET, B15
$1,800.00
2
EACH�3,600.00
193
INLET, C15
$1,800.00
1
EACH 1,800.00
331
Structure, Reinf. Conc., Box Sections - Added Cost
$34.55 1148.00.
LFT $39,663.40
332
Structure 814, Design Cost
$8,000.00
1
LS $8,000.00
333
Manhole, N4
$6,500.00
1
EA $6,500.00
334
--------------- ---
Manhole, M7
$10,432.67
1
EA $10,432.67
335
Manhole, K4, Modified
$8,337.91
2
EA $16,675.82
336 T&M Storm Structure Modifications & Disposal $9,792.40 1 DOL $9,792.40
184 MANHOLE, C4 $1,700.00L 7 EACH (11,900.00)
191 MANHOLE, J4 $3,000.00 I -1 EACH (3,000.00)
Total cost for Change Order No. 5 = (172,023.87)
I �HIL;Y CONSTRUCTION CO., INC,
100% Quality • 100% Employee Owned • Over 100 Years
April 26"', 2018
Tim Conarroe
Area Supervisor, Construction Solutions
American Structurepoint Inc.
7260 Shadeland Station
Indianapolis, IN 46256
Sent Via Email: TConarroe@structurepoint.com
RE: 96`fi and Keystone Box Culvert Redesign Price Increase Proposal
T'i m,
The following documentation is for the redesign price increase on the Box Culvert material. The
quantities that are used in the Rieth-Riley CO spreadsheet (attached) are approximate and based on
Rinker's Shop Dravvings. Listed below is the price increases for each item:
• 8' x 4' Box Sections, Price Increase @ 712' = $23,897.50✓
• 7' x 4' Box Sections, Price Increase @ 436' = $15,769.74 .✓
If you have any questions regarding the material price increases please let me know.
Thanks,
�eerJoseph
Project Manager
Rieth-Riley Construction Co., Inc.
Cell: (419)-966-4890
P.O. Box 276 • 7751 A. Minnesota St. - indianapolis, iN 46206
�R
Phone: (317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 4.126/18 Work Performed: 8' x 4' Box Culvert Redes
CONTRACT: 16 -ENG -05 PROJECT: 96th and Keystone Ave.
FORCE ACCOUNT/EXTRA WORK FOR- The attatched is for the redesign price increase on the new 8' x box culvert.
The pricing is for material only.
LABOR 109-05 (b)(1)
wn, ioa
EMPLOYEE
Regular 0-,wtme Coubletime TOTAL
FIATS
EXTENSION
CARPEN' `R
1 0.00
$27.51
$0.00
CARPENTER FOREMAN
1 0.00
$29.01
$0.00
COMBINATION
0.00
$30.51
$0.00
FINISHER
0,00
$26,22
$0.00
FOREMAN
0.00
$35.80
$0.00
LABORER
0.00
$25.22
$0.00
MECHANIC
0.00
$35.80
$0.00
OPERATOR (103)
1 0.00
$34.80
$0.00
OP=ERATOR (84 1)
0.00
533.25
$0.00
OPERATOR OILER (103)
0.00
j30.66
$0.00
OA TECH
0.00
$25.22
$0.00
SUPERINTENOENTjVROJECTMANAGER
0.00
544.80
$0.00
TEAMSTER
0.00
$28.41
$0.00
FR!fVGES
TOTAL LABOR
FICA 7.50 % x LINE (2)
$0.00 (2)
$0.00 (3)
EMPLOYEE
HOURS
X UNE (2)
RATE
EXTENSION
CARPENTER
0.00
x
$22.32 =
50.00
CARPENTER FOREMAN
0.00
x
$22.32 =
$0.00
COMBINATION
0.00
x
$15.16 =
S0.00
FINISHER
0.00 I
x
$15.16 =
$0.00
FOREMAN
7.00
x
$18.41 =
$0.00
LABORER
O no
x
$15.161 =
$0.00
`,t_CHANIC
000
x
$18.411
$0.00
OPERATOR (103)
0.uo
x
$18.411
SO.00
OPERATOR (SA 1)
0.00
x
$21.361
$0.00
OPERATOR 01--::R..(. 103)
0.00
x
$17.66 =
$0.00
OA T=ECH
000
x
$15.18 =
$0.00
SUP=RINTeNDE`ITIPROJECTtvIAN
000 1
x
S18.411
50.00
TEAMSTER
0,110
x
$14.91 =
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS CCMP`ENSA T ION
5.72 , %
X UNE (2)
$0.00 (51
BODILY INJURY I PROPERTY DAMAGE INSURANCE
5.800. %
X LINE (2)
$0.00 (S)
STATE UNEMPLOYMENT
3.85- %
x LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40 ; %
x LINE 12)
$0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9)
TOTAL LINES 2, 3. 4. 5. 5. 7, 5 & 9 $0.00 (10)
20%xUNE (10) $0.00(11)
GRAND TOTAL LABOR LINES (10) + (11) $0.00(12)
Page 1 of 2
MATERIAL 109.05 (b)f81
- mased or
Manu`aclureo Ceacnpann t?;,ardny Unit Urn Pnca
5 er"on
5
3
So ao I
5
i
3
5O.Co
T +AL LINES (23) • ?24) + (251
•oB
S0.00
S
13
MATEMALS PURCHASED
MATERIALS MANUFACTURED
$0.00 ilei
$0.00 (19)
TOTAL: LIVE (18) • (191 $0.70 (20)
2 % x LINE 1M) 50.00 (21)
GRAND TOTAL FOR MATERIALS* LINE 120)-1Z1) $0.00 (22)
EQUIPMENT 109.05 (bX4)
Equ anarl a CONTRAC"OR OWNED EQUIPMENT
FI-II^)A HCURLY RATE HOURS
EXTENSION
TOTAL TRUCKING
So ao I
50.00
FUEL. LUBRICANTS AND TRANSPORTATION COSTS
Moo
5O.Co
T +AL LINES (23) • ?24) + (251
•oB
S0.00
12%xUNE (26)
x:_^0
50 CO
GRAND TOTAL FOR EQUIPMENT: LINES (25)' (27)
30.ub
50.00
33.00 j
50.00
sir ,c
$0.00
sc.oa
$0.00
T-,ck<iq- Slnaghl Time
36.00 j
30.00
Thw mg-Over7me
30.00
So.00
Truckir+g - Double Time
10.00
TOTAL EQUIPMENT
SO OD
(23)
TOTAL TRUCKING
0.00
(24)
FUEL. LUBRICANTS AND TRANSPORTATION COSTS
$0.00
(29)
T +AL LINES (23) • ?24) + (251
$0 0
t26)
12%xUNE (26)
S0.00
(27)
GRAND TOTAL FOR EQUIPMENT: LINES (25)' (27)
S0.00
(23)
SUBCCNTRACTORS 109.05 (b)(b
item
TO -AL SUBCONTRACT WEEK ENDING
$22,250.00
(29)
10 F x LINE I30I S3.o-30.00 OP. LESS
$300.00
(31)
% % x LINE (30) OVER $2.0.30.00
$1,347.50
(32)
GRAND TOTAL FOR SUBCONTRACTORS. LINES i301 + (31) • a32)
$23,897.70
133)-/
TOTAL OF WORK COMPLETED FDR THE ViEEK
'OTAL LINES •;12). (17),122-1. (28) 3:33) 323,897.50 (34)
0 ?i OF BOND RATE BASED UPON LINE (34) $0.00 (38)
10 % x LME (36) $0.00 (36)
TOTAL EXTRA WORK LINES: (34) + (3.`) + (381 523,897.50 (37)
Pacia 2 Oi 2
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE 4fMI18 Work Performed. T x 4' Box Culvert Redes
CONTRACT: 16 -ENG -05 PROJECT: 96th and Keystone Ave.
FORCE ACCOUNT; EXTRA WORK FOR: The attatched is for the redesign price increase on the new T x 4' box culvert.
The pricing is for material only.
LABOR 109.05 (b)(1)
HOUR
i^rLG�c=
Replay _r. -re Doubladme TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.51
$0.00
CARPENTER FOREMAN
0.00
$29,01
$0,00
COMBINATION
0.00
$30.51
30.00
MISHER
0.00
$26.22
$0.00
=OREMAN
I I 0.00 1
$35.801
$0.00
LABORER
j 0.00
$25.221
30.00
41Ect1aNlc
0.00
$35,80
S0,00
OPERATOR (103)
0.00
$34.80
50.00
OPERATOR (841)
I 0.00
$33.25
50.00
OPERATOR OILER (I M)
0.00
$30.66
80.00
CIA TECH
0.00
$25.22
$0.00
SUPERINTENDENT.'PROJECT MANAGER
{{
I 0.00
$44.80
$0.00
ITEAMS7ER
0.00
$28.411
$0.00
FRINGES
TOTAL LABOR $0.00 (2)
FICA 7.e0 i % x LINE (2) $0.00 (3)
EMPLOYEE
HOURS
LINE (2)
RATE
EXTENSION
CARPENTER
0.00
X (
$22.32 =
$0.00
CARPENTER 'OREM�AN
0.00
X
$22.32 =
$0.00
COMBINATION
0.00
X
$15.16 =
$0.00
FINISHER
000
X
$15.16 =
$0.00
FOREMAN
0.00
x
$18.41 =
$0.00
LABORER
0.00
x
$15.16 =
$0.00
%IECHANIC
0.00
x
$18.41 =
$0.00
OP=ERATOR(103)
0.00
X
$18.41 =
$0.00
OPERATOR(841)
0.00
x
$21.36 =
$0.00
OPERATCR OILER (103)
0.00
X
$17.66 =
$0.00
QA TECH
0.00
X
$i 5.16 =
SUPERINTENDENTiPROJECT MA
0.00
x
$18.41 =
N
EAMSTE:3
0.00
x
$14.91 =
TOTAL FRINGES
00 (4)
WORKERS COMPENSATION
5,72 % X
LINE (2)
$0.00 (5)
BODILY INJURY I PROPERTY
DAMAGE INSURANCE 5.80 ° x
LME (2)
TS0.00 (6)
STATE JNEMPLOYMENT
3:85 % X
LINE (2)
$0.00 (7)
FEDERAL UNEI:IPLCYtdENT
0.40 % X
LINE (2)
$0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE �3)
$0.00 (9)
TOTAL LINES 2, 3,4.5.6. 7. 8 & 9
$0.00 (10)
20%xUNE (10)
$0.00(11)
GRAND TOTAL LABOR UNES (10)+(11)
$0.00(12)
Page 1 of 2
4i26i2013
MATERIAL 109.05 (b)(3)
�:rcraseli x
PASrpFCtl£d I 11d'> -'F==" Quantity Unit Lnit Price
Euen$Uon
$
S
5
s0.00
S
S
S
5
S
5
S
S
%LAT=_RIALS PURCHASED
MATERIALS MANUFACTURED
30.00 t's)
$0.00 i19)
TOTAL: UNE 081-(19) $0.00 (20)
12 %x LINE (20) 50.00 121)
DRANO TOTAL FOR MATERLALS LINE (20) + (2 1) 50.00 122)
EQUIPMENT 109.051b)(44l
ECuicment a
-ONTRACTOR OWNED EOUIP6IENT
FHWA HOURLY RAT= HOURS
EXTENSION
J
s0.00
$000
SO.
so.00
$0.00
$0.00
so.m
$0.00
i
Soon I
$0.00
I
$041 I I
$0.00
$0.00
$0.00
50.0c i I
$O.00
3o.cc
$0.00
SM
$0.00
Trucking - Striagi t Time
$0.0c
so.00
Trwking - Over Time
Soto
Truckmg • Dcucte Tme
f0.G0
TOTAL EQUIPMENT
50.00
(231
TOTAL TRUCKING
J
(24)
FUEL, LUBRICANTS AND TrRANSPORTAT pN COSTS
SO.
(251
TOTAL LINES (23) - ;24) + fv)
$0.00
(26)
12 %x ONE (26)
$0.00
(27)
GRAND TOTAL FOR EQUIPMENT. LINES 126) + (27)
SO.00
(23)
SUBCONTRACTORS 109.05(b)(6
TOTAL SUB:ONTRACTWEEKENDING
S14,E53.96
(291
10 % x LINE (30) 53.000.00 CR LESS
7 n z LINE (30) OVER 53.00100
70TAL
5300.00
.41815.7$
(31)
(32) ✓/
GRAND FOR SUBCONTRACTORS: ONES 1301 + (31) + (32)
$15,769.74
(33)
TOTAL OF WORK COMPLETED FOR THE WEEK
OTAL LINES,. 117), (221, (28)6 (33) 515,769.74 (34)
0 n OF 80NO RATE BASED UPONUNE- i34) SO.00 (35)
10%xLNE(35) 50.00 (36)
!UTAL EXTRA WORK LINES' (33) + (35) + (36) $15,769.74 (37) ✓
Page 2 of 2
a' d
FA1V11LY OWNED SINCE 1973
April 26"', 2018
Mr. Tyler Joseph
Rieth Riley Constiuction
1751 W. Nlinnesota St.
Indianapolis, IN 46221
Re: 96h and Keystone — Price Increase for 8'x4' and 7'x4' Box Culverts
Dear Mr. Joseph,
Please find summary net price increase to the Box Culverts per the revised locations and
design.
Footages were from Rinker's t,*e-off.
8'x4' Box Culvert = 712 Lft. x $31.25 = $22,250.00
7'x4' Box Culvert = 436 Lft. x $33.61= S14,653.96
If you have any questions please feel free to contact me.
Sincerely, .,
Thomas E. DelUyen
Seni roject Manager
Emailed: goseph(@xieth-riley.com
12900 N. Meridian St. `+ Suite 120 c_; Carmel, Indiana 46032 w.- w.gradexinc.com
317-573-3970 317-573-3979
Equal Opportunity Employer
Recapitulations (Autosaved)
Recapitulation
Pricing for 8'x 4' Box Culvert Redesign
4/26!2018
Description
Quantity WLit unit l3ricematerial cost unit cost
materials Labor
L & E cost
unit cost
Extended Unit cos
S i
5uPrice
$
$
$ -
5
Labor and Equipment
$ -
$
$ -
g
$
$ -
$ -
$ -
— �, --- ---
$ -
$ -
$ -
Materials
$ -
$
$ -
$
8' x 4' Price Increase per Lft
1 LF $ 27.90 $ 27.90
$ -
$ -
$ _
$
$ -
$ -
$
$
_
_
$ -
S
Subcontractor
$
$
-----�—
$ -
$ -
$
$
$ -
$ -
Sub Totals
$ 27.90
$ -
$
I $ -
Sales Tax N/A 0% $ - $
Allowable Mark up 12% $ 3.35 - 15% $ - 0% $ - 15% $
Sub Totals 1 $ 31.25 1 1 $ - I is - I is -
Additional Price per Lft. _ $ 31.25
Recapitulations (Autosaved)
Recapitulation
Pricing for Tx 4' Box Culvert Redesign
4126/2018
Descrintian
Quanfity uni unit pricematerial cost i ni Srjsj
material's I&bM
L & Ecost
. t Extended Unit cost
Sub
Sub Price
$
$
$
$
Labor and Equipment
$
$
$
$ -
$
$ -
$ -
$ -
$
$
$
$ -
-
$ -
$ --
$ -
Materials
$ -
$�
$
$
Tx 4' Price Increase per Lit
1 LF $ 30.01 $ 30.01
$-
$
Subcontractor
$
$ -
$ -
$ -
S -
$
$ -
$
is
Is -
$
Sub Totals
$ 30.01
1 $
1 $ -
$
Sales Tax NIA 00r0 $ - $ -
Allowable Mark up - 12% S 3.60 15% $ - 0% $ - 15% 5
Sub Totals 1 $ 33.61 $ $ $
Additional Price per Lft. = $ 33.61 i
R n
inkmer
MATERIALSO'
April 24, 2018
Tom Delclyen
Gradex
12900 N Meridan St
Ste 1200
Carmel IN 46032
Tom,
Concrete Pipe Division
6662 W 350 N
Greenfield, IN 46140
317-891-7500
317-891-7502 (fax)
Be low is the cost impact of the re -designed box culvert layout on the 96°i & Keystone Proj.ct.
8x4 box culvert increase is $27.90 / LF. -,'
7x4 box culvert increase is S30.01 / LF.
The contributing factors for the increase include:
Increased steel areas in the 8x4 box culvert and 7x4 box culvert due to incrcascd parallel loadin- tinder the
roadway with reduced cover than original design.
Increase of concrete strength requirement from 5000 psi to 6000 psi for re -designed loading conditions.
Design and fabrication of 8x4 to 7x4 transitional box culvert segment replacing a previously designed junction
box.
Design and fabrication of 7x4 bend section to replace previously designed junction box.
Design and fabrication of 8x4 bend section to replace previously designed junction box.
Installation oladditional steps and re -enforcement in box culvert sections to be used as manhole access points.
Should you need any additional information please don't hesitate to contact me.
Sincerely,
Eugene A. 1vIcGee
S:\Indy Group\letter of transmittal-neth-riley indy
RIETH-RILEY CONSTRUCTION CO., INC
q)
"100% EMPLOYEE 0WNED"
Indianapolis Office
1751 West Minnesota Street
P.O. Box 276
Indianapolis, IN 46206
Phone: (317)634-5561
Fax: ( 317)631-6423
wwwriethri ley.c om
Attention:
Letter of Transmittal
Mail To:
Attention:
Tim Conarroe
Tim Conarroe
Date Monday, April 23, 2018
In Reference To: 96th and Keystone Structure 814
Transmittal Codes
A
For Your Comments
F Reviewed
B
For Your Information
G Not Reviewed
C
As Requested
H Issued For Construction Use
D
For Approval
I To Be Completed and Returned to Sender
E For Correction
J For Prompt Action to be Taken
Description of Transmittal Document
Date on Transmittal/Revision Date
Number of Copies
Tfunand" Coils
Structure 814 Design, Invoice
April 23, 2018
1
B
Remarks
Signature
Copies Transmitted to:
'7 y& N je5epi,h
Rmth-Riley Job File
type your name, title here
Continuing... Assurance of Skill •
Integrity • Responsibility • In Construction
S:\Indy Group\letter of transmittal-neth-riley indy
I ) 3200713
cc 21392
Rieth Riley Construction Co., Inc.
Attn: Steve Rothgerber
INVOICE
INVOICE NUMBER
INVOICE DATE:
PROJECT NO.:
TAX NO.:
PROJECT MANAGER
735628
September 18, 2017
188440B
11-1531569
PRASAD, Mr. DANDI V
PROJECT DESCRIPTION: 16 -ENG -05; 96th Street/Keystone Structure 814 cast -place box
COMMENT: Inv01 01 -Sep -17
SERVICES PROVIDED THROUGH: September 1, 2017
LUMP SUM INVOICE FOR PROFESSIONAL ENGINEERING SERVICES
Contract Amount: $8,000.00
Total Earned To Date: $8,000.00
Amount Previously Invoiced: $0.00
Contract Balance: $0.00
Percent Complete To Date: 100%
Total Amount Due This Invoice: $8,000.00
Item # 333
Remit Payment to: WSP USA P.O. Box 732476, Dallas, TX 75373-2476
Wire Instructions: JPMorgan Chase Bank - 1 Chase Manhattan Plaza, New York, NY 10005
Account Name: WSP USA - # 910 268 5634 - ABA (Routing #): 021000021
PAGE 1 OF 1
US_LS_SUM
INDOT ITEM ITEM NO. DESCRIPTION
ORIG.
QTY.
REV.
QTY.
DIFF.
QTY. UNIT
RIETH RILEV
UNIT COST COST DIFF.
211-09264
33
STRUCTURE BACKFILL, TYPE 1
9,312
9,283
(29) CYS
$
0.01
$
(0.29)
211-09268
35
STRUCTURE BACKFILL, TYPE 5
3,709
1,895
(1,814) CYS
$
75.00
$
(136,050.00)
601-90027
67
GUARDRAIL, TIMBER, TREATED
390
385
(5) LFT
$
66.00
$
(330.00)
714-11177
137
STRUCTURE, REINFORCED CONCRETE, BOX SECTIONS, 8 FT. X 41
645
661
16 LFT
$
395.00
$
6,320.00
714-11304
138
STRUCTURE, REINFORCED CONCRETE, BOX SECTIONS, 7 FT. X 41
424
436
12 LFT
$
375.00
$
4,500.00
715-04985
139
VAULT, REINFORCED BOX JUNCTION
5
1
(4) EACH
$
29,756.04
$
(119,024.16)
715-05048
141
PIPE, TYPE 4, CIRCULAR, 6 IN.
18,898
18901
3 LFT
$
4.70
$
14.10
715-05149
144
PIPE, TYPE 2, CIRCULAR, 12 IN.
3,757
3,716
(41) LFT
$
39.00
$
(1,599.00)
715-05151
145
PIPE, TYPE 2, CIRCULAR, 15 IN.
2,403
2,389
(14) LFT
$
42.00
$
(588.00)
715-05152
146
PIPE, TYPE 2, CIRCULAR, 18 IN.
2,894
2,866
(28) LFT
$
46.00
$
(1,288.00)
715-05154
147
PIPE, TYPE 2, CIRCULAR, 24 IN.
1,259
1,256
(3) LFT
$
54.00
$
(162.00)
715-05156
148
PIPE, TYPE 2, CIRCULAR, 30 IN.
1,379
1,403
24 LFT
$
64.00
$
1,536.00
715-09064
157
VIDEO INSPECTION FOR PIPE
13,622
13,560
(62) LFT
$
1.28
$
(79.36)
720-03757
167
MANHOLE, C15
16
17
1 EACH
$
1,700.00
$
1,700.00
720-45030
176
INLET, E7
11
12
1 EACH
$
1,900.00
$
1,900.00
720-45042
178
INLET, HA5
31
32
1 EACH
$
2,000.00
$
2,000.00
720-45410
184
MANHOLE, C4
43
39
(4) EACH
$
1,700.00
$
(6,800.00)
720-95157
189
CATCH BASIN, R13, MODIFIED
2
1
(1) EACH
$
2,500.00
$
(2,500.00)
720-95335
190
MANHOLE, M4
1
-
(1) EACH
$
6,500.00
$
(6,500.00)
720-95422
191
MANHOLE, J4
17
19
2 EACH
$
3,000.00
$
6,000.00
720-98555
193
INLET, C15
6
5
(1) EACH
$
1,800.00
$
(1,800.00)
720-91110
N/A
MANHOLE, N4
-
1
1 EACH
$
15,000.00
$
15,000.00
-
$
16 -ENG -05 CONSTRUCTION CHANGE NO 3 ESTIMATE
$
(237,750.71)
From:
Tyler Joseph
To:
Conarroe, Tim
Subject:
FW: Added Item - Manhole, N4 (STR 807)
Date:
Thursday, June 07, 2018 5:07:47 PM
Attachments:
maae003.Dno
imaoe002.Dna
Tyler Joseoh.vcf
Tim,
See below response from Gradex regarding the Manhole,N4. Please include this on the Change
Order for the Construction Change's. Rieth-Riley is fine with the contract price of the M4 Manhole at
$6500.00 / EA. Let me know if you have any questions regarding the following. Item # 336
720-91110
Thanks,
IETH-WILEY CoNsrnwrim Co., INC.
Tyler Joseph
13T, - R-2--yEl
St
_ `�1 634-«61 UT. 21224 V
-- = 413: 366-45;.'
t:as=oF�reth_r _r::ror-
From: Mark Wilson [mailto:mwilson@gradexinc.com]
Sent: Thursday, June 07, 2018 3:14 PM
To: Tyler Joseph <tjoseph@rieth-riley.com>
Subject: Added Item - Manhole, N4 (STR 807)
Tyler,
I have looked into the revision that changed STR 807 from a Manhole, M4 (bid item 190, Qty = 1 EA)
to a Manhole, N4. Rinker does not manufacture an M4 manhole, and had substituted an N4 when
submitting their shop drawings. It looks as though the plans were changed to match Rinker's shop
drawings, but there is no cost impacts in this change. Gradex therefore, will provide the N4 manhole
at the bid price of the M4, $6,500 / EA. Please let me know if there are any questions.
Mark Wilson
Project Manager
A6GRADEX
FA,KLY O'.VNED SINCE 1573
12900 N Meridian St, Suite 120
Carmel, IN 46032
317-573-3970
317-573-3979 (fax)
317-220-3437 (mobile)
This e-mail and any attachments thereto, are intended only for use by the addressee(s) named
herein and may contain legally privileged and/or confidential information. If you are not the
intended recipient of this e-mail (or the person responsible for delivering this document to the
intended recipient), you are hereby notified that any dissemination, distribution, printing or copying
of this e-mail, and any attachment thereto, is strictly prohibited. If you have received this e-mail in
error, please respond to the individual sending the message, and permanently delete the original
and any copy of any e-mail and printout thereof.
This e-mail and any attachments thereto, are intended only for use by the addressee(s) named
herein and may contain legally privileged and/or confidential information. If you are not the
intended recipient of this e-mail (or the person responsible for delivering this document to the
intended recipient), you are hereby notified that any dissemination, distribution, printing or
copying of this e-mail, and any attachment thereto, is strictly prohibited. If you have received
this e-mail in error, please respond to the individual sending the message, and permanently
delete the original and any copy of any e-mail and printout thereof.
INDOT ITEM
ITEM NO. DESCRIPTION
ORIG.
QTY.
REV.
QTY.
DIFF.
QTY. UNIT
RIETH RILEV
UNIT COST COSI' DIFF.
203-02000
17
EXCAVATION, COMMON
54,920
54,930
10 CYS
$
14.50
$
145.00
207-08264
28
SUBGRADE TREATMENT, TYPE II
2,383
2,401
18 SYS
$
14.75
$
265.50
211-09264
33
STRUCTURE BACKFILL, TYPE 1
9,283
9,304
21 CYS
$
0.01
$
0.21
213-09269
36
FLOWABLE BACKFILL, NON -REMOVABLE
234
237
3 CYS
$
75.00
$
225.00
303-08210
40
COMPACTED AGGREGATE NO. 53 TEMPORARY FOR DRIVEWAYS
785
788
3 TON
$
35.00
$
105.00
610-09108
92
PCCP FOR APPROACHES, 9 IN.
1,730
1,748
18 SYS
$
69.07
$
1,243.26
715-05024
140
PIPE, TYPE 2, CIRCULAR, 36 IN.
1,004
1,009
5 LFT
$
75.00
$
375.00
715-05048
141
PIPE, TYPE 4, CIRCULAR, 6 IN.
18,901
18,882
(19) LFT
$
4.70
$
(89.30)
715-05149
144
PIPE, TYPE 2, CIRCULAR, 12 IN.
3,716
3,782
66 LFT
$
39.00
$
2,574.00
715-05151
145
PIPE, TYPE 2, CIRCULAR, 15 IN.
2,389
2,281
(108) LFT
$
42.00
$
(4,536.00)
715-05152
146
PIPE, TYPE 2, CIRCULAR, 18 IN.
2,866
2,859
(7) LFT
$
46.00
$
(322.00)
715-05154
147
PIPE, TYPE 2, CIRCULAR, 24 IN.
1,256
1,268
12 LFT
$
54.00
$
648.00
715-05156
148
PIPE, TYPE 2, CIRCULAR, 30 IN.
1,403
1,399
(4) LFT
$
64.00
$
(256.00)
715-05159
149
PIPE, TYPE 2, CIRCULAR, 42 IN.
274
268
(6) LFT
$
99.00
$
(594.00)
715-05161
150
PIPE, TYPE 2, CIRCULAR, 48 IN.
323
321
(2) LFT
$
115.00
$
(230.00)
715-09064
157
VIDEO INSPECTION FOR PIPE
13,560
13,516
(44) LFT
$
1.28
$
(56.32)
718-52610
165
AGGREGATE FOR UNDERDRAINS
3,516
3,515
(1) CYS
$
38.00
$
(38.00)
718-99153
166
GEOTEXTILES FOR UNDERDRAIN
9,046
9,034
(12) SYS
$
1.00
$
(12.00)
720-03757
167
MANHOLE, C15
17
13
(4) EACH
$
1,700.00
$
(6,800.00)
720-08659
172
MANHOLE, C5
9
8
(1) EACH
$
1,700.00
$
(1,700.00)
720-08661
173
MANHOLE, K5 MODIFIED
5
4
(1) EACH
$
5,000.00
$
(5,000.00)
720-10138
175
MANHOLE, L7
3
2
(1) EACH
$
6,500.00
$
(6,500.00)
720-45030
176
INLET, E7
12
14
2 EACH
$
1,900.00
$
3,800.00
72045042
178
INLET, HA5
32
36
4 EACH
$
2,000.00
$
8,000.00
720-45045
179
INLET, J10
3
1
(2) EACH
$
1,900.00
$
(3,800.00)
720-45075
181
INLET, R13
3
1
(2) EACH
$
2,000.00
$
(4,000.00)
72045410
184
MANHOLE, C4
39
36
(3) EACH
$
1,700.00
$
(5,100.00)
720-93501
186
MANHOLE, L4
1
2
1 EACH
$
6,500.00
$
6,500.00
720-94432
187
MANHOLE, C7
7
6
(1)EACH
$
1,700.00
$
(1,700.00)
720-94612
188
MANHOLE, K4
7
6
(1) EACH
$
4,500.00
$
(4,500.00)
720-98174
192
INLET, B15
8
10
2 EACH
$
1,800.00
$
3,600.00
720-98555
193
INLET, C15
5
7
2 EACH
$
1,800.00
$
3,600.00
333
MANHOLE, M7
1
1 EACH
$
8,000.00
$
8,000.00
720-92884
334
MANHOLE, K4, MODIFIED
2
2 EACH
$
6,000.00
$
12,000.00
-
$
16 -ENG -05 CONSTRUCTION CHANGE NO 5 ESTIMATE
$
5,847.35
IETHj
May 24th, 2018
ILEY CONSTRUCTION CO., INC.
1000,o Quality • 1000/o Employee Owned • Over 100 Years
Tim Conarroe
Area Supervisor, Construction Solutions
American Structurepoint Inc.
7260 Shadeland Station
Indianapolis, IN 46256
Sent Via Email: TConarroe@structurepoint.com
RE: 96th and Keystone Construction Change No.5 Added Structures
Tim,
The following documentation is for the added structures on Construction Change No.5, this proposal
includes pricing for Items 333 & 334. Included in this pricing is all the labor, equipment, and materials
necessary to complete the work. The following is a pricing breakdown:
INDOT
ITEM
UNIT
ITEM
NO.
DESCRIPTION
QTY
UNIT
COST
TOTAL
334
MANHOLE, M7
1
EA
$10,432.67
$10,432.67
335
MANHOLE, K4,
720-92884
MODIFIED
2
EA
$ 8,337.91
$16,675.82
If you have any questions regarding this change order proposal, please let me know.
Thanks,
7yze" jeverA
Tyler Joseph
Project Manager
Rieth-Riley Construction Co., Inc.
Cell: (419)-966-4890
P.O. Box 276 • 1751 W. Minnesota St. • Indianapolis, IN 46206
Phone: (317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 5/24/18 Work Performed: Construction Change No.5
CONTRACT: 16 -ENG -05 PROJECT: 96th and Keystone, 16 -ENG -05
FORCE ACCOUNT/EXTRA WORK FOR: Item 333: MANHOLE. M7 - 1 EA
LABOR 109.05 (6)(1)
Hni IRS
EMPLOYEE
Regular Overtime Doubletime TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.51
$0.00
CARPENTER FOREMAN
0.00
$29.01
$0.00
COMBINATION
0.00
$30.51
$0.00
FINISHER
0.00
$26.22
$0.00
FOREMAN
0.00
$35.80
$0.00
LABORER
0.00
$25.22
$0.00
MECHANIC
0.00
$35.80
$0.00
OPERATOR (103)
0.00
$34.80
$0.00
OPERATOR (841)
0.00
$33.251
$0.00
OPERATOR OILER (103)
0.00
$30.66
$0.00
CA TECH
0.00
$25.22
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
$44.80
$0.00
TEAMSTER
0.00
$28.41
$0.00
FRINGES
TOTALLABOR
FICA 7.50 % x LINE (2)
$0.00 (2)
$0.00 (3)
EMPLOYEE
HOURS
% X
RATE
EXTENSION
CARPENTER
0.00
X
$22.32 =
$0.00
CARPENTER FOREMAN
0.00
X
$22.32 =
$0.00
COMBINATION
0.00
X
$15.16 =
$0.00
FINISHER
0.00
X
$15.16 =
$0.00
FOREMAN
0.00
X
$18.41 =
$0.00
LABORER
0.00
X
$15.16 =
$0.00
MECHANIC
0.00
X
$18.41 =
$0.00
OPERATOR (103)
0.00
X
$18.41 =
$0.00
OPERATOR (841)
0.00
X
$21.36 =
$0.00
OPERATOR OILER (103)
0.00
X
$17.66 =
$0.00
QA TECH
0.00
X
$15.16 =
$0.00
SUPERINTENDENT/PROJECT MA
0.00
X
$18.411
$0.00
TEAMSTER 1
0.00
X
$14.911
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION
5.72
% X
LINE (2)
$0.00 (5)
BODILY INJURY / PROPERTY DAMAGE INSURANCE
5.80
% X
LINE (2)
$0.00 (6)
STATE UNEMPLOYMENT
3.85
% X
LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40
% X
LINE (2)
$0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9)
TOTAL LINES 2, 3, 4, 5, 6, 7, 8 8 9 $0.00(10)
20 % x LINE (10) $0.00(11)
GRAND TOTAL LABOR LINES (10) + (11) $0.00(12)
Page 1 of 2
MATERIAL 109.05 (b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price
Extenstion
S
- $
$0.00
$0.00
$
$
$
S
$
$
Is
$
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL: LINE(18)+(19)
12 % x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) + (21)
EQUIPMENT 109.05 (b)(4)
$0.00 (18)
$0.00 (19)
$0.00 (20)
$0.00 (21)
$0.00 (22)
Equipment # CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
TOTAL TRUCKING
$0.00
$0.00
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00
$0.00
TOTAL LINES (23) + (24) + (25)
$0.00
$0.00
12 % x LINE (26)
$0.00
$0.00
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
$0.00
$0.00
(34)
$0.00
$0.00
(35)
$0.00
$0.00
(36)
$0.00
$0.00
(37)
$0.00
$0.00
Trucking - Striaght Time
$0.00
$0.00
Trucking - Over Time
$0.00
$0.00
Trucking - Double Time
$0.00
$0.00
TOTAL EQUIPMENT
$0.00
(23)
TOTAL TRUCKING
$0.00
(24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00
(25)
TOTAL LINES (23) + (24) + (25)
$0.00
(26)
12 % x LINE (26)
$0.00
(27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
$0.00
(28)
SUBCONTRACTORS 109.05 (6)(61
DESCRIPTION
Item 333: MANHOLE M7 - 1 EA
TOTAL SUBCONTRACT WEEK ENDING
$9,549.48
(29)
10 % x LINE (30) $3,000.00 OR LESS
$300.00
(31)
7 % x LINE (30) OVER $3,000.00
$458.46
(32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) f (31) f (32)
$10,307.94
(33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22), (28) 8 (33)
$10,307.94
(34)
% OF BOND RATE BASED UPON LINE (34)
$113.39
(35)
10 % x LINE (35)
$11.34
(36)
TOTAL EXTRA WORK LINES: (34) + (35) + (36)
$10,432.67
(37)
Page 2 of 2
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 5/24/18 Work Performed: Construction Change No.5
CONTRACT: 16 -ENG -05 PROJECT: 96th and Keystone 16 -ENG -05
FORCE ACCOUNT/EXTRA WORK FOR: Item 334: MANHOLE, K4, MODIFIED
LABOR 109.05 (b)(1)
uni iac
EMPLOYEE
Regular Overtime Doubletime TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.51
$0.00
CARPENTER FOREMAN
0.00
$29.01
$0.00
COMBINATION
0.00
$30.51
$0.00
FINISHER
0.00
$26.22
$0.00
FOREMAN
0.00
$35.801
$0.00
LABORER
0.00
$25.22
$0.00
MECHANIC
0.00
$35.80
$0.00
OPERATOR (103)
0.00
$34.80
$0.00
OPERATOR (841)
0.00
$33.25
$0.00
OPERATOR OILER (103)
0.00
$30.66
$0.00
CIA TECH
0.00
$25.22
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
$44.80
$0.00
TEAMSTER
0.00
$28.41
$0.00
FRINGES
TOTAL LABOR $0.00 (2)
FICA 7.50 % x LINE (2) $0.00 (3)
EMPLOYEE
HOURS
% X LINE (2)
RATE
EXTENSION
CARPENTER
0.00
X
$22.32 =
$0.00
CARPENTER FOREMAN
0.00
X
$22.32 =
$0.00
COMBINATION
0.00
X
$15.16 =
$0.00
FINISHER
0.00
X
$15.16 =
$0.00
FOREMAN
0.00
X
$18.41 =
$0.00
LABORER
0.00
X
$15.16 =
$0.00
MECHANIC
0.00
X
$18.41 =
$0.00
OPERATOR (103)
0.00
X
$18.41 =
$0.00
OPERATOR (841)
0.00
X
$21.36 =
$0.00
OPERATOR OILER (103)
0.00
X
$17.66 =
$0.00
CIA TECH
0.00
X
$15.16 =
$0.00
SUPERINTENDENT/PROJECT MA
0.00
X 1
$18.411
$0.00
TEAMSTER 1
0.00
X 1
$14.91 =1
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION
55.72
% X LINE (2)
$0.00 (5)
BODILY INJURY / PROPERTY DAMAGE INSURANCE
5.80
% X LINE (2)
$0.00 (6)
STATE UNEMPLOYMENT
3.855
% X LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40
% X LINE (2)
$0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE p3) $0.00 (9)
TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $0.00 (10)
20 % x LINE (10) $0.00(11)
GRAND TOTAL LABOR LINES (10) + (11) $0.00(12)
Page 1 of 2
MATERIAL 109.05 (6)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price
Extension
EXTENSION
TOTALTRUCKING
E
$
E
$
E
S
$
$
$
$
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL: LINE (18) + (19)
12 %x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) + (21)
EQUIPMENT 109.05 (6)(4)
$000 (18)
$000 (19)
$000 (20)
$0.00 (21)
$000 (22)
Equipment # CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
TOTALTRUCKING
$0.00
$0.00
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00
$000
TOTAL LINES (23)+(24)+(25)
$0.00
$000
12 % x LINE (26)
$0.00
$000
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Trucking - Slriaght Time
$0.00
$0.00
Trucking - Over Time
$0.00
$0.00
Trucking - Double Time
$0.00
$0.00
SUBCONTRACTORS 109.05 (6)(61
TOTAL EQUIPMENT
$0.00
(23)
TOTALTRUCKING
$0.00
(24)
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
$0.00
(25)
TOTAL LINES (23)+(24)+(25)
$0.00
(26)
12 % x LINE (26)
$0.00
(27)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
$0.00
(28)
AMOUNT
TOTAL SUBCONTRACT WEEK ENDING $15,314.44 (29)
10 % x LINE (30) $3,000.00 OR LESS $300.00 (31)
7 % x LINE (30) OVER $3,000.00 $862.01 (32)
GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $16,476-45 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22), (28) & (33) $16,476.45 (34)
1.1 % OF BOND RATE BASED UPON LINE (34) $181.24 (35)
10 % x LINE (35) $18.12 (36)
TOTAL EXTRA WORK LINES: (34) + (35) + (36) $16,675.82 (37)
Page 2 of 2
5/10/2018
12:35 PM
FAMILY OWNED SINCE 1973
96TH STREET AND KEYSTONE PARKWAY ROAD IMPROVEMENTS
Description
Quantit Units Labor Total
Equipment Total
Materials Total
Subs Total
MANHOLE, M7
1.00 EA $ 1,762.25
$ 1,589.00
$ 5,049.20
Sales Tax
0% $ -
Allowable Mark-up
10% $
Allowable Mark-up
20% $ 352.45
12% $ 190.68
12% $ 605.90
7% $
Subtotal
$ 2,114.70
1 1 $ 1,779.68
1 1 $ 5,655.10
$
Total Unit Price
$ 9,549.48
1of1
I
n4& rAm L
FAMILY OWNED SINCE 1973
96TH STREET AND KEYSTONE PARKWAY ROAD IMPROVEMENTS
5/10/2018
12:34 PM
Description
Quantit Units Labor Total
Equipment Total
Materials Total
Subs Total
MANHOLE, K4, MODIFIED
2.00 EA $ 2,202.81
$ 1,831.25
$ 9,482.20
Sales Tax
0% $ -
Allowable Mark-up
10% $
Allowable Mark-up
20% $ 440.56
12% $ 219.75
12% $ 1,137.86
7% $
Subtotal
$ 2,643.37
$ 2,051.00
$ 10,620.06
$
Total Unit Price
$ 7,657.22
1of1
Cost Report
Gradex Inc. 7 Mark Wilson Page 1 of 2
17191-1 Revision #6 05/10/2018 11:29 AM
Biditem MANHOLE, K4 MODIFIED
10
Takeoff Qty: 2.000 EA Client #: 720-92884
Bid Qty: 2.000 EA
Biditem
Base Labor Burden
Total tabor Equipment
Perm Mads
Const Mads
Sub
Trucdng
Total
U. Cost
1,078.75 22.66
1,101.41 915.63
4,741.10
0.00
0.00
0.00
6,758.13
Total
2,157.50 45.31
2,202.81 1,831.25
9,482.20
0.00
0.00
0.00
13,516.26
Manhours Unit/MH
MHNntt
$/MH
Base Labor/MH Total Labor/MH
Unk/CH
Total Labor Equipment
30.0000 0.0667
15.0000
450.5420
71.9167
Tata)
73.4270
0.4000
36.25
067119-084
Over
0.00
Quantity:
0.00
8,400.45
Total
1,726.00
Base Labor Burden
Tata) Labor Equipment
Perm "IS
Carat Mails
Sub
Truck**
Total
U. cost
1,078.75 22.66
1,101.41 915.63
4,741.10
0.00
0.00
0.00
6,758.13
Total
2,157.50 45.31
2,202.81 1,831.25
9,482.20
0.00
0.00
0.00
13,516.26
Crew Stink Crew Hrs/Unk
Unks/Crew Hr $/Crew Hour
Shifts
Unks/Shtft
Shifts/Unk
$/Shift
2,017.0300
2.5000
0.4000 806.8120
EA
0.5000
4.0000
0.2500
27,032.5200
Perm Mails
Mrthours
Unit/MH
#A/Link
Total tabor/MH
Base Labor/Untt
1,726.00
30.0000
0.0667
15.0000
73.4270
0.00
1,078.7500
Calendar:
60 10 HR 6 DAY
Hrs/Shift: 10
WC:
IN6306
Sewer Construction
0.00
0.00
Crew:
PC50 PIPE - 336 EXCAVATOR
Prod: HU 2.5 Eff: 100.00
Crew Hrs: 5.00
Labor Pcs:
6.00 Equipment Pcs: 2.00
Notes: str
124 6 130 modified for depth and size, 84"
Resource
Descr*lon
Po/wste Quantity
Unit
Unit Cost
Tax/OT %
Actual UC
Total
2AG G08
No.8 Stone
1.00 6.00
TN
18.10
100.00
18.10
108.60
2CCLA
Class A Concrete
1.00 4.00
CY
96.35
100.00
96.35
385.40
2SMHO84
84" Manhole
1.00 2.00
EA
4,219.10
100.00
4,219.10
8,438.20
2SXCA
Casting
1.00 2.00
EA
275.00
100.00
275.00
550.00
8E40
336 Excavator
1.00 5.00
HR
218.00
100.00
218.00
1,090.00
8EHP
Hoe Pac
0.25 1.25
HR
245.00
100.00
245.00
306.25
8LW4
930 Loader
0.75 3.75
HR
116.00
100.00
116.00
435.00
FM
Foreman
1.00 5.00
MH
90.00
100.00
91.89
459.45
LG
General Laborer
2.00 10.00
MH
62.50
100.00
63.81
638.13
LP
Pipe Laborer
1.00 5.00
MH
62.50
100.00
63.81
319.06
OP
Operator
2.00 10.00
MH
77.00
100.00
78.62
786.17
Biditem
MANHOLE, M7
Takeoff Qty:
1.000 EA
2 O
Bid Qty:
1.000 EA
Base labor
Burden
Total Labor Equipment
Perm Mails
Const Mails
Sub
Trucking
Tata)
U. Cost
1,726.00
36.25
1,762.25 1,589.00
5,049.20
0.00
0.00
0.00
8,400.45
Total
1,726.00
36.25
1,762.25 1,589.00
5,049.20
0.00
0.00
0.00
8,400.45
Manhours
unit/MH
WVUnit
$/MH
Base Labor/MH
Total labor/MH
Unk/CH
24.0000
0.0417
24.0000
350.0188
71.9167
73.4271
0.2500
•. •Manhole,•
Quantity: 1
Unit:
EA
Base labor
Burden
Total Labor Equipment
Perm Mails
Const Malls
Sub
Trucking
Total
U. cost
1,726.00
36.25
1,762.25 1,589.00
5,049.20
0.00
0.00
0.00
8,400.45
Total
1,726.00
36.25
1,762.25 1,589.00
5,049.20
0.00
0.00
0.00
8,400.45
17191-1 Revision #6
05/10/2018 11:29 AM
Page 2 of 2
Crew Sunk Crew Hrsn)nk Unks/Crew Hr
$/Crew Hour
Shifts
unkwShift
ShtftsNnit
$/Shut
3,351.2500 4.0000 0.2500
837.8125
0.4000
2.5000
0.4000
21,001.1250
Manhours Unk/MH
MH/Unk
Total labor/MH
Base Labor/Unk
24.0000 0.0417
24.0000
73.4271
1,726.0000
Calendar: 60 10 HR 6 DAY Hrs/Shift:
10
WC: IN6306
Sewer Construction
Crew: PC60 PIPE - 349 EXCAVATOR Prod: HU
4
Eff: 100.00
Crew Hrs: 4.00
Labor Pcs:
6.00 Equipment Pcs: 2.00
Notes: Str 312 manhole changed from L-7 to M-7
Resource Description Pm Wste
@wrtky
Unit
Unk Cast
TaWOT %
Actual LIC
Total
ZAGG08 No. 8 Stone
1.00
4.00
TN
18.10
100.00
18.10
72.40
2CCLA Class A Concrete
1.00
3.00
CY
96.35
100.00
96.35
289.05
2SMH108 108" Manhole
1.00
1.00
EA
4,412.75
100.00
4,412.75
4,412.75
2SXCA Casting
1.00
1.00
EA
275.00
100.00
275.00
275.00
8E50 349 Excavator
1.00
4.00
HR
249.00
100.00
249.00
996.00
8EHP Hoe Pac
0.25
1.00
HR
245.00
100.00
245.00
245.00
8LW4 930 Loader
0.75
3.00
HR
116.00
100.00
116.00
348.00
FM Foreman
1.00
4.00
MH
90.00
100.00
91.89
367.56
LG General Laborer
2.00
8.00
MH
62.50
100.00
63.81
510.50
LP Pipe Laborer
1.00
4.00
MH
62.50
100.00
63.81
255.25
OP Operator
2.00
8.00
MH
77.00
100.00
78.62
628.94
Report Summary
Base Labor Burden Total Labor
Equipment
Perm Mads Corot Mads
Sub
TruddnR
Total
Total 3,884 82 3,965
3,420
14,531 0
0
0
21,917
Job Notes
"'THIS ESTIMATE USE T&M RATES SET BY GRADEX"'
""""""Estimate created on: 05/03/2018 by User#: 4 - Tom DeKlyen
Source estimate used: T:\HEAVYBID\EST\GXTEtM
Calendars Used In Estimate
60 10 HR 6 DAY
IVContractor Gradex
Project 17-473 96th & Keystone
MATERIALS'" Date 3/15/2018
Location Indianapolis Plant 5640
STR#
STRUCTURE
TYPE
PRICE
STORAGE
FEE
NOTES
303
MANHOLE L4
$
3,325.00
$
33.25
135B
MANHOLE K4
$
2,042.50
$
20.43
UPSIZED FROM MH TYPE J TO MH TYPE K
302
INLET HA5
$
375.25
$
3.75
133
INLET HAS
$
380.00
$
3.80
slotted drain
304
INLET HAS
$
375.25
$
3.75
139B
INLET HAS
$
375.25
$
3.75
141
INLET HAS
$
380.00
$
3.80
slotted drain
312
MANHOLE M7
$
4,412.75
$
44.13
UPSIZED FROM MH TYPE L TO MH TYPE M
314
MANHOLE L4
$
3,325.00
$
33.25
317
MANHOLE L4
$
3,325.00
$
33.25
UPSIZED FROM MH TYPE K TO MH TYPE L
319
MANHOLE K4
$
2,042.50
$
20.43
470
MANHOLE K4
$
2,042.50
$
20.43
467
MANHOLE K4
$
2,042.50
$
20.43
462
CATCH BASIN E7
$
356.25
$
3.56
468
CATCH BASIN B15
$
451.25
$
4.51
466
CATCH BASIN K10
$
381.90
$
3.82
461
CATCH BASIN C15
$
465.50
$
4.66
446
CATCH BASIN E7
$
356.25
$
3.56
134
INLET HAS
$
380.00
$
3.80
slotted drain
313
INLET HAS
$
375.25
$
3.75
309
INLET HAS
$
375.25
$
3.75
310
INLET HAS
$
375.25
$
3.75
138
INLET HA5
$
380.00
$
3.80
SLOTTED DRAIN
139A
INLET HA5
$
375.25
$
3.75
140
INLET HA5
$
380.00
$
3.80
SLOTTED DRAIN
201
INLET HAS
$
375.25
$
3.75
128
MOD MH K5
$
2,280.00
$
22.80
115
INLET HAS
$
375.25
$
3.75
116
INLET HA5
$
375.25
$
3.75
121
INLET HA5
$
375.25
$
3.75
124
84" MH
$
4,175.36
$
41.75
UPSIZED FROM MH TYPE K TO 84" DIAMETER MH
130
84" MH
$
4,262.84
$
42.63
UPSIZED FROM MH TYPE K TO 84" DIAMETER MH
123
INLET HAS
$
375.25
$
3.75
132
INLET HA5
$
380.00
$
3.80
slotted drain
117
INLET HAS
$
380.00
$
3.80
slotted drain
110
INLET HAS
$
375.25
$
3.75
251
IN LET HAS
$
375.25
$
3.75
453
IN LET HAS
$
375.25
$
3.75
439
IN LET HAS
$
375.25
$
3.75
751
INLET HAS
$
380.00
$
3.80
UPSIZED FROM INLET R13 TO INLET HAS SLOTTED DRAIN
752 INLET HA5 $ 375.25 $ 3.75 UPSIZED FROM INLET R13 TO INLET HAS
754 INLET HAS $ 375.25 $ 3.75
TOTALS $ 45,081.60 $ 450.82
IETH!HIL EY CONSTRUCTION CO., INc.
100% Quality • 100% Employee Owned • Over 100 Years
September 201h, 2018
Tim Conarroe
Area Supervisor, Construction Solutions
American Structurepoint Inc.
7260 Shadeland Station
Indianapolis, IN 46256
Sent Via Email: TConarroe@structurepoint.com
RE: 96th and Keystone- T&M Storm Structure Modification & Disposal
Tim,
The following proposal is representative of the cost associated with the structures that required disposal
or core drilled. This change was required due to conflicts with IPL and the proposed storm pipe shown in
the original contract drawings. The cost below is representative of all the T&M work required for moving
the storm system on the North side of 96th St.
ITEM DESCRIPTION
QTY
UNITS
UNIT PRICE
TOTAL
T&M Storm Structure Modifications & Disposal
1
LS
$ 9,792.40
$ 9,792.40
Item #332
Please see attached back-up documentation for your use. If you have any questions regarding this
proposal, please let me know.
Thanks,
2ylar JO MPA
Tyler Joseph
Project Manager
Rieth-Riley Construction Co., Inc.
Cell: (419)-966-4890
P.O. Box 276 • 1751 W Minnesota St. • Indianapolis, IN 46206
Phone: (317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 9/20/18 Work Performed: Storm Structure Modification
CONTRACT: 16 -ENG -05 PROJECT: 96th & Keystone Parkway
FORCE ACCOUNT/EXTRA WORK FOR: Modification & Disposal of Storm Structures East of Keystone.
LABOR 109.05 (b)(1)
EMPLOYEE
Regular Overtime Doubletime TOTAL
RATE
EXTENSION
CARPENTER
0.00
$27.51
$0.00
CARPENTER FOREMAN
0.00
$29.01
$0.00
COMBINATION
0.00
$30.51
$0.00
FINISHER
0.00
$26.22
$0.00
FOREMAN
0.00
$35.801
$0.00
LABORER
0.00
$25.22
$0.00
MECHANIC
0.00
$35.80
$0.00
OPERATOR (103)
0.00
$34.80
$0.00
OPERATOR (841)
0.00
$33.25
$0.00
OPERATOR OILER (103)
0.00
$30.66
$0.00
QA TECH
0.00
$25.22
$0.00
SUPERINTENDENT/PROJECT MANAGER
0.00
$44.80
$0.00
TEAMSTER
0.00
$28.41
$0.00
FRINGES
TOTAL LABOR $0.00 (2)
FICA 7.50 % x LINE (2) $0.00 (3)
EMPLOYEE
HOURS
X LINE (2)
RATE
EXTENSION
CARPENTER
0.00
X
$22.32 =
$0.00
CARPENTER FOREMAN
0.00
X
$22.32 =
$0.00
COMBINATION
0.00
X
$15.16 =
$0.00
FINISHER
0.00
X
$15.16 =
$0.00
FOREMAN
0.00
X
$18.41 =
$0.00
LABORER
0.00
X
$15.16 =
$0.00
MECHANIC
0.00
X
$18.41 =
$0.00
OPERATOR (103)
0.00
X
$18.41 =
$0.00
OPERATOR (841)
0.00
X
$21.36 =
$0.00
OPERATOR OILER (103)
0.00
X
$17.66 =
$0.00
QATECH
0.00
X
$15.16 =
$0.00
SUPERINTENDENT/PROJECT MA
0.00X
$18.41 =
$0.00
TEAMSTER
0.00
X
$14.911
$0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION
5.72 %
X LINE (2)
$0.00 (5)
BODILY INJURY / PROPERTY DAMAGE INSURANCE
5.80 %
X LINE (2)
$0.00 (6)
STATE UNEMPLOYMENT
.3.85 %
X LINE (2)
$0.00 (7)
FEDERAL UNEMPLOYMENT
0.40 %
X LINE (2)
$0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9)
TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $0.00(10)
20 % x LINE (10) $0.00(11)
GRAND TOTAL LABOR LINES (10) + (11) $0.00(12)
Page 1 of 2
MATERIAL 109.05 (b)(3)
Purchased or
Manufactured Description Quantity Unit Unit Price
Extenstion
EXTENSION
(25)
$0.00
$0.00
$0.00
$0.00
s
$
$
$
Is
$
MATERIALS PURCHASED
MATERIALS MANUFACTURED
TOTAL: LINE (18)+ (19)
12 % x LINE (20)
GRAND TOTAL FOR MATERIALS: LINE (20) + (21)
EQUIPMENT 109.05 (b)(4)
$0.00 (18)
$0.00 (19)
$0.00 (20)
$0.00 (21)
$0.00 (22)
Equipment # CONTRACTOR OWNED EQUIPMENT
FHWA HOURLY RATE HOURS
EXTENSION
(25)
$0.00
$0.00
$0.00
$0.00
$0.00
(28)
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Trucking - Siriaghl Time
$0.00
$0.00
Trucking - Over Time
$0.00
$0.00
Trucking - Double Time
$0.00
$0.00
TOTAL EQUIPMENT
TOTAL TRUCKING
FUEL, LUBRICANTS AND TRANSPORTATION COSTS
TOTAL LINES (23) + (24) + (25)
12 % x LINE (26)
GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27)
SUBCONTRACTORS 109.05 (b)(6)
$0.00 (23)
$0.00
(24)
$0.00
(25)
$0.00
(26)
$0.00
(27)
$0.00
(28)
TOTAL SUBCONTRACT WEEK ENDING $8,958.25 (29)
10 % x LINE (30) $3,000.00 OR LESS $300.00 (31)
7 % x LINE (30) OVER $3,000.00 $417.08 (32)
GRAND TOTAL FOR SUBCONTRACTORS. LINES (30)' (31) + (32) $9,675.33 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES (12), (17), (22), (28) & (33) $9,675.33 (34)
1.1 % OF BOND RATE BASED UPON LINE (34) $106.43 (35)
10 %x LINE (35) $10.64 (36)
TOTAL EXTRA WORK LINES: (34) + (35) + (36) $9,792.40 (37)
Page 2 of 2
n4& PAM L
FAMILY OWNED SINCE 1973
16 -ENG -05 96TH & KEYSTONE
Rieth-Riley
Recapitulation of Costs
IPL Conflict Structures East of Keystone on 96th St
9/13/2018
2:16 PM
Description
Quantit Units Labor Total
Equipment Total
Materials Total
Subs Total
T&M Core Drilling
1.00 LS
$ 3,207.00
Disposal of Unneeded Structures
1.00 LS $ 77.00
$ 221.00
$ 4,439.46
Subtotal
$ 77.00
$ 221.00
$ 4,439.46
$ 3,207.00
Allowable Markup
1 0% $
0% $
12% $ 532.74
15% $ 481.05
Subtotal
$ 77.00
$ 221.00
$ 4,972.20
$ 3,688.05
Total Cost
$ 8,958.25
1of1
Cost Report
Gradex Inc.
7
Mark Wilson
Page 1 of 2
17191-9
IPL Conflict Structures
09/13/2018 2:09 PM
Biditem
CORE DRILL 8.17.18
Takeoff Qty: 1.000 LS
1 O
Bid Qty: 1.000 LS
t-
..
Quantity:
Calendar: 60
10 HR 6 DAY
Hrs/Shift: 10 WC:
Code not found.
Resource
Description
Pcs/Wste Quantity Unit
Unit Cast
Tax/OT % Actual UC
Total
4CORE
Coring/Tapping - Sub
1.00 1.00 LS
1,710.00
100.00 1,710.00
1,710.00
Biditem
CORE DRILL 8.20.18
Takeoff Qty: 1.000 LS
2 O
Bid Qty: 1.000 LS
0• • Coring/Tapping-Sub
Quantity:
Calendar: 60
10 HR 6 DAY
Hrs/Shift: 10 WC:
Code not found.
Resource
Description
Pcs/Wste Quantity Unit
Unit Cost
Tax/OT % Actual UC
Total
4CORE
Coring/Tapping - Sub
1.00 1.00 LS
360.00
100.00 360.00
360.00
Biditem
CORE DRILL 8.21.18
Takeoff Qty: 1.000 LS
3 O
Bid Qty: 1.000 LS
• •
.. .
Quantity:
Calendar: 60
10 HR 6 DAY
Hrs/Shift: 10 WC:
Code not found.
Resource
Description
PdM/ste Quantity Unit
Unit Cost
Taxtor % Actual UC
TOW
4CORE
Coring/Tapping - Sub
1.00 1.00 LS
1,137.00
100.00 1,137.00
1,137.00
Biditem
DISPOSAL OF UNNEEDED STRUCTURES
Takeoff Qty: 1.000 LS
40
Bid Qty: 1.000 LS
Base Labor Burden
Total Labor Equipment Perm Mads Const Mads
Sub Truddng
Total
U. Cost
77.00 0.00
77.00 221.00 4,439.46
0.00
0.00 0.00
4,737.46
Total
77.00 0.00
77.00 221.00 4,439.46
0.00
0.00 0.00
4,737.46
Manhours Unit/MH
MW/Unk S/MH
Base Labor/MH Total Labor/MH
Unit/CH
1.0000
1.0000
1.0000 4,737.4600
77.0000 77.0000
0.0000
039901 DisposalQuantity:
Base Labor Burden
Total Labor Equipment Perm Mads Const Mads
Sub Trucking
Total
U. Cost
77.00 0.00
77.00 221.00 4,439.46
0.00
0.00 0.00
4,737.46
Total
77.00 0.00
77.00 221.00 4,439.46
0.00
0.00 0.00
4,737.46
Manhours
Unit/MH MW/Unit
Total Labor/MH
Base Labor/Unit
1.0000
1.0000 1.0000
77.0000
77.0000
Calendar: 60
10 HR 6 DAY
Hrs/Shift: 10 WC:
Code not found.
Notes I..nker in possession of STR 485,
489, 491, 503, 507, 513, s 518. Cost for disposal of
bases from Rinker.
Gradex in possession of STR 509.
Cost for entire structure and disposal from Gradex.
17191-9 IPL Conflict Structures
09/13/2018 2:09 PM Page 2 of 2
Resource
Description
Pcs/Wste
Quantity
Unit
Unit Cast
Tax/OT %
Actual LX
Total
2SMH060
60" Manhole
1.00
1.00
EA
1,648.25
100.00
1,648.25
1,648.25
2SMHXXX
Rinker Disposal of 7 MH Bases
1.00
1.00
LS
2,791.21
100.00
2,791.21
2,791.21
8XBB
Backhoe w/ Breaker
1.00
1.00
HR
221.00
100.00
221.00
221.00
OP
Operator
1.00
1.00
MH
77.00
100.00
77.00
77.00
Report Summary
Base labor Burden Total Labor Equipment Per., Mads Const Matic
Total 77 0 77 221 4,439 0
Job Notes
—THIS ESTIMATE USE T£tM RATES SET BY GRADEX"'
'""""""'Estimate created on: 09/13/2018 by User#: 7 - Mark Wilson
Source estimate used: T:\HEAVYBID\EST\GXT£tM
Calendars Used In Estimate
60 10HR6DAY
Sub Trucking Total
3,207 0 7,944
Daily Time and Materials (T&M) Report
Date: 8/17/2018
Foreman: MARK WILSON (EMP9667)
Gradex Inc.
140000-2 - Inlet Cores Quantity: 0 LS
Notes:
Penhall coring for IPL conflict storm structures
3 @ 22" diameter x 7"
2 @ 20" diameter x 7"
5 @ 8" diameter x 7"
Page 1
Daily Time and Materials (T&M) Report
Date: 8/20/2018
Foreman: MARK WILSON (EMP9667)
Gradex Inc.
140000-2 - Inlet Cores Quantity: 0 LS
Notes:
Penhall coring IPL conflict structures
2 @ 22" diameter x 7"
Page 1
Daily Time and Materials (T&M) Report
Date: 8/21/2018
Foreman: MARK WILSON (EMP9667)
Gradex Inc.
140000-2 - Inlet Cores Quantity: 0 LS
Notes:
Penhall coring IPL conflict structures
5 @ 20" diameter x 7"
3 @ 8" diameter x 7"
Page 1
(!!
OMPANY
www.penhall.com
GRADEX, INC.
12900 N MERIDIAN ST #120
CARMEL IN 46032-
317-573-3970
317-573-3979
4673
1r 8/24/18
00354
�liYls�t1di?? 000006364
PENHALL COMPANY
*Note New Remit To Address
P.O. Box 842911
Los Angeles, CA 90084-2911
TERMS: Due Upon Receipt/1% Net 15 Days
Information provided as required by IRC section 3406
Penhall Company TIN 33-0349226
Subject to the standard terms and conditions which are posted and may be accessed at
www.penhall.com/terms-and-conditlor&PR Scanning Now Available
INV -V7-2018
3400 E 96th street
;;, �, 9'{,a�sf6
17191
h
d� IPS 1t ^raj r'
Tom Wood Powersports CARMEL
CRAIG, SHAWN E
_��
Matt Burton
s
301
s
v j =
391808 123
3) 22" DIA X 7" SEWER STRUCTURE 8/17/18
4008545 1710.00
2) 20" DTA X 7" SEWER STRUCTURE
4008626
5) 8" DIA X 7" SEWER STRUCTURE
INVOICE PAYMENTS AND QUESTIONS CAN
BE EMAILED TO
JSMITHBARTLETT@PENHALL.COM
AUG 3 Luku t
By_ - ----- __
For billing questions please contact: 317-a75-7601
'=� �,
°`� $ 1, 710.00
TERMS: Due Upon Receipt/1% Net 15 Days
Information provided as required by IRC section 3406
Penhall Company TIN 33-0349226
Subject to the standard terms and conditions which are posted and may be accessed at
www.penhall.com/terms-and-conditlor&PR Scanning Now Available
INV -V7-2018
Equipment and . vices to Meet Your Needs!
4
CONCRETE,'ASI'PHALT
FOR YOUR LOCAL OFFICE:
1`�n° OO
Breaking
t ;'Ire
714-772-6450
CORE DRILLING
CUSTOMER NAME
COMPRESSORS
Compaction
ure�lh.,n:,
770-941-3401
RoC� D ' ilq
BILLING ADDRESS
BACK HOES/MINI-MAX
HYDRA HAMMER
CAT EXCAVATORS
512-385-8500
to 12.000 ft. lbs.
JOB ADDRESS
Pulverizing
Compaction
ung Boom to 80+ ft.
Nationwide: 7 -800-PENHALL
BOBCAT
FOR YOUR LOCAL OFFICE:
1`�n° OO
Breaking
1801 P
714-772-6450
Excavation
CUSTOMER NAME
763-542-9999
Compaction
GA
770-941-3401
Dump Trucks
BILLING ADDRESS
480-967-5029
HYDRA HAMMER
-- -- --
512-385-8500
Breaking
JOB ADDRESS
503-253-9500
Compaction
CA
661-832-1155
Raleigh
NEW CUST. NUMI
919-859-9911
DEMOLITION
AL
205-951-0041
Hard/Soft
NV
775-786-8498
GROOVING/GRINDING
TYPE QUANTITY
HOURS UNITS
818-562-1250
Texturing
VA
804-520-1260
Joint Sealing
CA
805-482-4634
Safety Grooving
CA
951-369-2800
Epoxy Repairs
SC
843-767-1881
Green Sawing
i
916-386-1589
WHEEL SAWS
NC
704-392-0644
Vermeer
Cuts to 31"Deep
UT
Nationwide: 7 -800-PENHALL
FOR YOUR LOCAL OFFICE:
1`�n° OO
Customer has idde-energized
CA
714-772-6450
Minneapolis
MN
763-542-9999
Stand By / Remar
GA
770-941-3401
Phoenix
AZ
480-967-5029
TX
512-385-8500
Portland
OR
503-253-9500
-id
CA
661-832-1155
Raleigh
NC
919-859-9911
-,am
AL
205-951-0041
Reno
NV
775-786-8498
�.
CA
818-562-1250
Richmond
VA
804-520-1260
to
CA
805-482-4634
Riverside
CA
951-369-2800
=ton
SC
843-767-1881
Sacramento
CA
916-386-1589
Dtte
NC
704-392-0644
Salt Lake City
UT
801-355-7364
,.mbia
SC
803-936-0039
San Diego
CA
858-550-1111
Is
TX
817-416-1846
San Leandro
CA
510-357-8810
ger
CO
303-934-3866
Santa Clara
CA
408-970-9494
sno
CA
661-832-1155
Seattle
WA
206-763-9200
-ionolulu
HI
808-488-8222
Superior
WI
715-394-6757
Las Vegas
NV
702-736-6033
Tucson
AZ
520-744-0225
Los Angeles
CA
310-225-6690
COMPANY
IHj
I) Way, Anaheim, CA 92801 714-772-6450
(STREET) (CITY)
(STRFET) (CITY)
JOB NUMBER I SLS. NUMBER
DESCRIPTION OF WORK PERFORMED
TICKET NO.
_, ? x.145
----------
DATE
CUSTOMER P.O. NO.
CUSTOMER PHONE NO.
MAP NO.
O I I B I H
UNIT
PRICE NET AMOUNT
AN EQUAL - RTUNITY EMPLOYER
(k
Customer Signature
NOTICE: The individual signing below TOTAL
represents that he or she is signing on be-
half of the owner or contractor, and that he
or she has the authority to bind owner or contractor to all of the terms and cor
tions set forth on the front and reverse side of this job ticket. In this regard.
individual signing below acknowledges that he or she has read, understood
agrees to all of the terms and conditions contained in this job ticket.
Check one... FIlOwner []Contractor
CUSTOMER APPROVAL:
Customer desires to clean up slurry cre,Ited by Penhall with Its own force.
I , uu,�1 Ili; L1-w1If,
-rdispaatch.
1`�n° OO
Customer has idde-energized
(as necessary) all utilities.
When appropriatervice
has been notified
Locator No.
and signed. If no
Stand By / Remar
AN EQUAL - RTUNITY EMPLOYER
(k
Customer Signature
NOTICE: The individual signing below TOTAL
represents that he or she is signing on be-
half of the owner or contractor, and that he
or she has the authority to bind owner or contractor to all of the terms and cor
tions set forth on the front and reverse side of this job ticket. In this regard.
individual signing below acknowledges that he or she has read, understood
agrees to all of the terms and conditions contained in this job ticket.
Check one... FIlOwner []Contractor
CUSTOMER APPROVAL:
Customer desires to clean up slurry cre,Ited by Penhall with Its own force.
I , uu,�1 Ili; L1-w1If,
COMPANY
p
www.penhall.com
GRADEX, INC.
12900 N MERIDIAN ST 4120
CARMEL IN
317-573-3970
46032-
317-573-3979
4697
8/24/18
003541
I 1 000006376
PENHALL COMPANY
"Note New Remit To Address
P.O. Box 842911
Los Angeles, CA 90084-2911
1 Gf[IVI . vuc vFW1I --.J—
Information provided as required by IRC section 3406
Penhall Company TIN 33-0349226
Subject to the standard terms and conditions which are posted and may be accessed at
www.penhall.com/terms-and-conditions;=scan ii1c, I'��Ob1r ,',veil 'ale
„u -z0, r,
3400 E 96th street
17191
Tom Wood Powersports CARMEL
CRAIG, SHAWN E
Matt Burton
301
391808 133
3) 8" DIA X 6" DEEP CORED HOLES ON
8/20/18 4008560 1767.00
CONCRETE INLET BOXES (3 LOCATIONS)
4008546
(030-00
2) 22" DIA X 7" DEEP CORED HOLES
5) 20" DIA X 7" CONCRETE STRUCTURE
3) 8" DIA X 7" CONCRETE STRUCTURE
`
INVOICE PAYMENTS AND QUESTIONS CAN
BE EMAILED TO
JSMITHBARTLETT@PENHALL.COM
For billing questions please contact: 317-875-7601
$ 11767.00
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Information provided as required by IRC section 3406
Penhall Company TIN 33-0349226
Subject to the standard terms and conditions which are posted and may be accessed at
www.penhall.com/terms-and-conditions;=scan ii1c, I'��Ob1r ,',veil 'ale
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Locator No.
Customer Signature
2.
Stand By / Remarks:
t
3.
EQUIP. INSPECTION VERIFICATION
NOTICE: The individual signing below
1801 Penhall Way, Anaheim, CA 92801 • 714-772-6450
CUSTOMER NAME
BILLING ADDRESS iSTREETI
START TIME BEGIN MEAL END MEAL END TIME TOTAL HOURS
JOB ADDRESS (STREET)
I certify that the hours above are accurate. I have reported (or will report as soon as possible) NEW COST. NUMBER JOB NUMBER
any injury to myself, others or an accident in the workplace. I understand that any material
misrepresentation is cause for discipline or termination.
QUANTITY
(CITY)
_ (CITY)
SLS. NUMBER
EMPLOYEE TYPEDESCRIPTION OF WORK PERFORMED
I......, _ ..._ HOURSI UNITS
PRETASK PLANNING
LIST HAZARDS:
4
5
6
7
8
TICKET NO.
DATE
CUSTOMER P.O. NO.
CUSTOMER PHONE NO.
( �I
MAP NO.
B I H
NET AML SWT
FILE COPY
Customer has identified, marked and de -energized (as necessary) all utilities.
STRETCH AND FLEX
When appropriate, the public locator service
has been notified
LIST PREVENTIVE MEASURES:
and signed. If not, call dispatch.
Locator No.
Customer Signature
2.
Stand By / Remarks:
t
3.
EQUIP. INSPECTION VERIFICATION
NOTICE: The individual signing below
TOTAL j "'
4.
INITIAL
represents that he or she is signing on be -
5.
5
FLAT SAW
half of the owner or contractor, and that he
-- - —
2. CORE DRILL
or she has the authority to bind owner or contractor to all of the terms and condi-
6.
tions set forth on the front and reverse side of this job ticket. In this regard, the
7.
3. CORE BIT
individual signing below acknowledges that he or she has read, un rstood and
4. HARNESS
agrees to all of the terms and conditions contained in
�,,
8.
5. LANYARD
Check one... L Owner _] Contractor 1
CUSTOMER APPROVAL: 0
Injuries or Accidents on this job? [] No 1 Yes
6. WALL SAW
_0
U 1
Near Miss? L No L Yes (Liston backside)
7. ELECTRICAL CORD
CUSTOMER INITIAL:EMPLOYEE INITIAL:
8. OTHER TRUCK
----- __ �-_.-__--
L Customer desires to clean up slurry crea -tiyf'enhalfwlth its own force.
_
9. OTHER TRAILER
_
FORM MJTB-0616
FILE COPY
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1801 Penhall Way, Anaheim,
CA 92801
• 714-772-6450
8.
Customer has identified, marked and de -energized (as necessary) all utilities.
When appropriate, the public locator service has been notified —
and signed. If not, call dispatch. Locator No. Customer Signature
STRETCH AND FLEX
LIST PREVENTIVE MEASURES:
Stand By / Remarks:
2
3.
EQUIP. INSPECTION
1. FLAT SAW
VERIFICATION
INITIAL
CUSTOMER NAME
4. _ —_— -
5.
— —
2. CORE DRILL
6.
- --
3. CORE BIT
4. HARNESS
7
-
8.
—
5. LANYARD
Injuries or Accidents on this job? ❑ No ❑ Yes
Near Miss? F1No 71 Yes (Liston backside)
CUSTOMER INITIAL: _ EMPLOYEE INITIAL
6. WALL SAW
7. ELECTRICAL CORD8.
OTHER TRUCK
BILLING ADDRESS (STREET)
(CITY)
START
TIME
BEGIN
MEAL
END
MEAL
END
TIME
TOTAL
HOURS
JOB ADDRESS ISTREFTI
(CITY)
I certify that the hours above are accurate. I have reported (or will report as soon as possible)
any injury to myself, others or an accident in the workplace. I understand that any material
misrepresentation is cause for discipline or termination.
NEW
COST. NUMBER
JOB NUMBER
7SLS.
NUMBER
EMPLOYEE
SIGNATURE: NO. EQUIP.
TYPE
QUANTITY
I HOURS1 UNITS I
DESCRIPTION OF WORK PERFORMED
PRETASK PLANNING
LIST HAZARDS:
1.
2.
3.
4.
5.
TICKET NO.
DATE
CUSTOMER P.O. NO.
CUSTOMER PHONE NO.
MAP NO.
B H
NET AMGUNT
6.
7.
8.
Customer has identified, marked and de -energized (as necessary) all utilities.
When appropriate, the public locator service has been notified —
and signed. If not, call dispatch. Locator No. Customer Signature
STRETCH AND FLEX
LIST PREVENTIVE MEASURES:
Stand By / Remarks:
2
3.
EQUIP. INSPECTION
1. FLAT SAW
VERIFICATION
INITIAL
1
NOTICE: The individual signing below TOTAL
represents that he or she is signing on be- «
half of the owner or contractor, and that he
or she has the authority to bind owner or contractor to all of the terms and condi-
tions set forth on the front and reverse side of this job ticket. In this regard, the
individual signing below acknowledges that he or she has read, understood and
agrees to all of the terms and conditions contained in this job ticket.
Check one... (— Owner I—. Contractor
CUSTOMER APPROVAL:
LJ Customer desires to clean up slurry created by Penhall with its own force.
FORM NJTB-0816
4. _ —_— -
5.
— —
2. CORE DRILL
6.
- --
3. CORE BIT
4. HARNESS
7
-
8.
—
5. LANYARD
Injuries or Accidents on this job? ❑ No ❑ Yes
Near Miss? F1No 71 Yes (Liston backside)
CUSTOMER INITIAL: _ EMPLOYEE INITIAL
6. WALL SAW
7. ELECTRICAL CORD8.
OTHER TRUCK
9. OTHER TRAILER
FILE COPY
NMATERWIA
A QUIKRETE® COMPANY
..--.-.sT.omEFt'P.0'NUMBEIV ...
494894
S
503471
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GRADEX
1
GRADEX
12900 N MERIDIAN ST STE 120
16 -ENG -05 96TH & KEYSTONE
CARMEL IN 46032
CARMEL IN 46032
..--.-.sT.omEFt'P.0'NUMBEIV ...
-::0RDM DAT
..........
....-DA E:D. . . . . . . . . . . . .
Y UE . . . . . . .......
no po
08/07/18
1
1 09110l18 . . . . . . . . . . . ...
I SHIP bA-ft::,.
6E .....
TERM
08/08/18
Net 10th Prox
')KINVCES
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AAATER...s_
A QUIXMETF' COMPANY
JOB NUMBER 17-473
JOB NAME 96th & Keystone
CONTRACTOR Gradex
DATE 08.14.18
REV. DATE DELETION DUE TO IPL CONFLICT
QUOTE PRICE STRN
FINAL PRICE
DESCRIPTION
485
$316.82
48" X 36" BASE ONLY DELETED DUE TO IPL CONFLICT
$316.82
489
$391.05
48" X 48" BASE ONLY DELETED DUE TO IPL CONFLICT
$391.05
491
$391.05
48" X 48" BASE ONLY DELETED DUE TO IPL CONFLICT
$391.05
503
$292.08
48" X 32" BASE ONLY DELETED DUE TO IPL CONFLICT
$292.08
507
$391.05
48" X 48" BASE ONLY DELETED DUE TO IPL CONFLICT
$391.05
513
$292.08
48" X 32" BASE ONLY DELETED DUE TO IPL CONFLICT
$292.08
518
$292.08
48" X 32" BASE ONLY DELETED DUE TO IPL CONFLICT
$292.08
$425.00
D15POSAL FEE FOR 7 BASES ABOVE
$425.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
TOTAL COST OF CHANGE $2,791.21