|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
|
Contractor Invoice
Previous Report 03/16/2012
| DOT Vendor: |
C30850 |
|
Contract: |
76C50 |
| IL Project: |
|
From Date: |
03/01/2012 |
| Route: |
FAP 998 |
|
|
|
| Section: |
82-1-2HB |
To Date: |
03/16/2012 |
| Project: |
|
State Job: |
C-98-024-10 |
| Letting Date: |
06/17/2011 |
Dist/Cnty: |
08 - 163 (ST. CLAIR )
|
| Airport: |
82-1-2HB |
State Job: |
C-98-024-10 |
| Scope: |
FAP-998, REL I-70 OVER 1ST ST & EMBANKMENT IN E ST LOUIS &
FAIRMONT CITY, IL |
|
|
|
Payee: |
KEELEY & SONS INC |
P O BOX 837 EAST ST LOUIS , IL 62203
|
|
|
|
|
|
|
| Percent Completed: 20.21% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 5,665,510.92 |
74,513.65 |
0.00 |
5,740,024.57 |
1,159,880.28 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
1,159,880.28 |
| Total
paid this estimate: |
|
|
1,159,880.28 |
|
Previous payments to contractor: |
|
|
-933,480.68 |
|
Payment to contractor this estimate: |
|
| 226,399.60 |
| |
|
Voucher # CC18309 | Date: 03/19/2012 |
|
1
of 1
|
226,399.60 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
|
|
Pay Estimate Number: 04 |
Total: |
226,399.60 |
Report of Resident Engineer
Completed Work-In Place
For This Estimate Only
|
|
|
PAY ITEM |
QUANTITY |
PAYMENT |
|
Number |
Description |
Awarded |
Net of Adds/
Deducts |
Total Adjusted |
Completed Prior Est. |
Completed to Date |
This Estimate |
$ Unit Price |
$ This Estimate |
| X5012503 |
CONC REM SPEC |
1.000 |
0.000 |
1.000 |
0.500 |
1.000 |
0.500 |
8,304.00 |
4,152.00 |
| 20400800 |
FURNISHED EXCAVATION |
128,660.000 |
0.000 |
128,660.000 |
0.000 |
19,000.000 |
19,000.000 |
11.65 |
221,350.00 |
| 44000600 |
SIDEWALK REM |
1,729.000 |
273.000 |
2,002.000 |
0.000 |
408.000 |
408.000 |
2.20 |
897.60 |
|
Total: |
$226,399.60 |
|
|
