|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
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Contractor Invoice
Previous Report 10/21/2012
| DOT Vendor: |
C30450 |
|
Contract: |
99383 |
| IL Project: |
|
From Date: |
06/11/2012 |
| Route: |
PED PATH |
|
|
|
| Section: |
06-00082-00-BT |
To Date: |
10/21/2012 |
| Project: |
ARA-00D9/094/000 |
State Job: |
C-99-504-07 |
| Letting Date: |
03/05/2010 |
Dist/Cnty: |
09 - 165 (SALINE )
|
| Airport: |
06-00082-00-BT |
State Job: |
C-99-504-07 |
| Scope: |
BEGINS AT SMALL STREET AND EXTENDS NORTHERLY TOWARDS
ELDORADO TO GREENHILL ROAD |
|
|
|
Payee: |
GEORGE E JONES EXCAVATING LLC |
1504 E MAIN P O BOX 1104 MARION , IL 62959
|
|
|
|
|
|
|
| Percent Completed: 95.29% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 1,580,993.80 |
71,376.29 |
1,575.00 |
1,650,795.09 |
1,572,964.57 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
1,572,964.57 |
| Total
paid this estimate: |
|
|
1,572,964.57 |
|
Previous payments to contractor: |
|
|
-1,572,762.23 |
|
Payment to contractor this estimate: |
|
| 202.34 |
| |
|
Voucher # CC08045 | Date: 10/31/2012 |
|
1
of 2
|
161.87 |
|
Voucher # CC08047 | Date: 10/31/2012 |
|
2
of 2
|
40.47 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
|
|
Pay Estimate Number: 15 |
Total: |
202.34 |
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 |
| 42400430 |
PC CONC SIDEWALK 5 SP |
97,344.000 |
16.500 |
97,360.500 |
97,106.020 |
97,360.500 |
254.480 |
3.05 |
776.17 |
| FRC01400 |
SLOPE REPAIR |
0.000 |
9,426.170 |
9,426.170 |
5,000.000 |
4,426.170 |
-573.830 |
1.00 |
-573.83 |
|
Total: |
$202.34 |
|
|
