|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
|
Contractor Invoice
Previous Report 08/02/2012
| DOT Vendor: |
C62990 |
|
Contract: |
76A91 |
| IL Project: |
|
From Date: |
07/18/2012 |
| Route: |
FAI 270 |
|
|
|
| Section: |
60-1B-1 |
To Date: |
08/02/2012 |
| Project: |
ACIM-ACBRI-2705/086/002 |
State Job: |
C-98-068-07 |
| Letting Date: |
06/17/2011 |
Dist/Cnty: |
08 - 119 (MADISON )
|
| Airport: |
60-1B-1 |
State Job: |
C-98-068-07 |
| Scope: |
FAI-270, OVER THE CHAIN OF ROCKS CANAL.
|
|
|
|
Payee: |
WALSH CONSTRUCTION CO |
929 W ADAMS ST CHICAGO , IL 60607
|
|
|
|
|
|
|
| Percent Completed: 24.63% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 103,959,443.00 |
2,982,744.78 |
2,535,727.68 |
104,406,460.10 |
39,039,215.21 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
39,039,215.21 |
| Total
paid this estimate: |
|
|
39,039,215.21 |
|
Previous payments to contractor: |
|
|
-36,742,247.65 |
|
Payment to contractor this estimate: |
|
| 2,296,967.56 |
| |
|
Voucher # CC01855 | Date: 08/06/2012 |
|
1
of 1
|
2,296,967.56 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
Includes 15% mobilization
|
|
Pay Estimate Number: 19 |
Total: |
2,296,967.56 |
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 |
| X0325279 |
CLASS SI CONC (MISC) |
270.900 |
0.000 |
270.900 |
0.000 |
221.600 |
221.600 |
350.00 |
77,560.00 |
| X2070304 |
POROUS GRAN EMB SPEC |
1,264.000 |
0.000 |
1,264.000 |
0.000 |
380.900 |
380.900 |
35.00 |
13,331.50 |
| Z0013798 |
CONSTRUCTION LAYOUT |
1.000 |
0.000 |
1.000 |
0.270 |
0.300 |
0.030 |
2,500,000.00 |
75,000.00 |
| Z0019600 |
DUST CONTROL WATERING |
999.000 |
0.000 |
999.000 |
451.800 |
622.700 |
170.900 |
173.46 |
29,644.31 |
| Z0034210 |
MECH ST EARTH RET WL |
19,560.000 |
0.000 |
19,560.000 |
16,846.000 |
19,500.000 |
2,654.000 |
60.00 |
159,240.00 |
| Z0046304 |
P UNDR FOR STRUCT 4 |
392.000 |
0.000 |
392.000 |
0.000 |
94.200 |
94.200 |
22.64 |
2,132.69 |
| Z0065765 |
SLOT DR 18" W/VAR SL |
903.000 |
0.000 |
903.000 |
0.000 |
842.200 |
842.200 |
140.73 |
118,522.81 |
| 20200100 |
EARTH EXCAVATION |
248,055.000 |
0.000 |
248,055.000 |
60,594.600 |
62,002.600 |
1,408.000 |
12.00 |
16,896.00 |
| 20400800 |
FURNISHED EXCAVATION |
308,654.000 |
0.000 |
308,654.000 |
212,573.600 |
299,658.000 |
87,084.400 |
10.00 |
870,844.00 |
| 20800150 |
TRENCH BACKFILL |
2,655.000 |
0.000 |
2,655.000 |
112.800 |
115.700 |
2.900 |
13.06 |
37.87 |
| 21101645 |
TOPSOIL F & P 12 |
16,396.000 |
0.000 |
16,396.000 |
0.000 |
6,500.000 |
6,500.000 |
3.27 |
21,255.00 |
| 31100200 |
SUB GRAN MAT A |
277.000 |
0.000 |
277.000 |
0.000 |
228.500 |
228.500 |
39.88 |
9,112.58 |
| 31100910 |
SUB GRAN MAT A 12 |
68,296.000 |
4,369.000 |
72,665.000 |
15,681.600 |
17,042.900 |
1,361.300 |
8.50 |
11,571.05 |
| 35100700 |
AGG BASE CSE A 8 |
17,088.000 |
0.000 |
17,088.000 |
5,755.600 |
10,833.000 |
5,077.400 |
7.50 |
38,080.50 |
| 44000100 |
PAVEMENT REM |
51,950.000 |
0.000 |
51,950.000 |
10,829.000 |
14,666.700 |
3,837.700 |
7.04 |
27,017.41 |
| 48100500 |
AGGREGATE SHLDS A 6 |
7,133.000 |
-1,555.600 |
5,577.400 |
731.600 |
1,619.800 |
888.200 |
7.00 |
6,217.40 |
| 48203039 |
HMA SHOULDERS 10 1/2 |
8,219.000 |
0.000 |
8,219.000 |
1,855.400 |
2,098.200 |
242.800 |
44.40 |
10,780.32 |
continued
|
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 |
| 50202901 |
COFFERDAM LOCATION 1 |
1.000 |
0.000 |
1.000 |
0.670 |
0.690 |
0.020 |
3,000,000.00 |
60,000.00 |
| 50202902 |
COFFERDAM LOCATION 2 |
1.000 |
0.000 |
1.000 |
0.820 |
0.840 |
0.020 |
3,000,000.00 |
60,000.00 |
| 50500105 |
F & E STRUCT STEEL |
1.000 |
0.000 |
1.000 |
0.070 |
0.080 |
0.010 |
39,479,000.33 |
394,790.01 |
| 51200959 |
FUR M S PILE 14X0.312 |
4,527.000 |
0.000 |
4,527.000 |
1,650.000 |
4,527.000 |
2,877.000 |
60.00 |
172,620.00 |
| 51203200 |
TEST PILE MET SHELLS |
2.000 |
0.000 |
2.000 |
1.000 |
2.000 |
1.000 |
8,000.00 |
8,000.00 |
| 51602000 |
PERMANENT CASING |
2,920.000 |
0.000 |
2,920.000 |
275.800 |
691.000 |
415.200 |
850.00 |
352,920.00 |
| 542D0223 |
P CUL CL D 1 18 |
266.000 |
0.000 |
266.000 |
0.000 |
266.000 |
266.000 |
30.83 |
8,200.78 |
| 59100100 |
GEOCOMPOSITE WALL DR |
527.000 |
0.000 |
527.000 |
0.000 |
131.100 |
131.100 |
16.45 |
2,156.60 |
| 60100060 |
CONC HDWL FOR P DRAIN |
36.000 |
0.000 |
36.000 |
6.000 |
8.000 |
2.000 |
216.25 |
432.50 |
| 60108100 |
PIPE UNDERDRAIN 4 SP |
1,350.000 |
0.000 |
1,350.000 |
108.400 |
136.800 |
28.400 |
13.17 |
374.03 |
| 67000600 |
ENGR FIELD LAB |
42.000 |
0.000 |
42.000 |
6.000 |
7.000 |
1.000 |
540.40 |
540.40 |
| 70106800 |
CHANGEABLE MESSAGE SN |
185.000 |
0.000 |
185.000 |
48.000 |
54.000 |
6.000 |
1,000.00 |
6,000.00 |
| MATALL00 |
MATERIAL ALLOWANCE |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0.00 |
-385,754.35 |
| X98011A0 |
PCC TEMP PAVT FD 14 |
0.000 |
16,556.000 |
16,556.000 |
9,552.000 |
10,414.500 |
862.500 |
75.00 |
64,687.50 |
| X98011B0 |
HMA PAVT FD 14 NON PLY |
0.000 |
6,829.000 |
6,829.000 |
4,651.000 |
5,136.400 |
485.400 |
73.00 |
35,434.20 |
| X9801200 |
HMA PAVT FD 13 PLY BIN |
0.000 |
7,154.000 |
7,154.000 |
3,672.700 |
4,056.000 |
383.300 |
76.50 |
29,322.45 |
|
Total: |
$2,296,967.56 |
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