|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
|
Contractor Invoice
Previous Report 05/02/2012
| DOT Vendor: |
C23080 |
|
Contract: |
76830 |
| IL Project: |
|
From Date: |
04/19/2012 |
| Route: |
FAP 600 |
|
|
|
| Section: |
60-(30,31,128)-1 |
To Date: |
05/02/2012 |
| Project: |
NHF-0600/060/ |
State Job: |
C-98-086-09 |
| Letting Date: |
06/11/2010 |
Dist/Cnty: |
08 - 119 (MADISON )
|
| Airport: |
60-(30,31,128)-1 |
State Job: |
C-98-086-09 |
| Scope: |
PAVEMENT WIDENING AND A NEW TRIPLE BOX CULVERT ON IL 159
IN COLLINSVILLE, FROM S. MORRISON TO CHURCH STREET. |
|
|
|
Payee: |
HANKS EXCAVATING & LANDSCAPING |
5825 W STATE ROUTE 161 BELLEVILLE , IL 62223
|
|
|
|
|
|
|
| Percent Completed: 68.19% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 9,384,063.14 |
1,477,659.33 |
512,661.17 |
10,349,061.30 |
7,109,656.52 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
7,109,656.52 |
| Total
paid this estimate: |
|
|
7,109,656.52 |
|
Previous payments to contractor: |
|
|
-6,921,515.09 |
|
Payment to contractor this estimate: |
|
| 188,141.43 |
| |
|
Voucher # BC06309 | Date: 05/03/2012 |
|
1
of 1
|
188,141.43 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
|
|
Pay Estimate Number: 41 |
Total: |
188,141.43 |
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 |
| X0326821 |
INLETS SPL TE 4X5 |
8.000 |
0.000 |
8.000 |
5.500 |
8.000 |
2.500 |
2,600.00 |
6,500.00 |
| X0326823 |
INLETS SPL TE DBL 4X4 |
1.000 |
0.000 |
1.000 |
0.500 |
1.000 |
0.500 |
3,265.00 |
1,632.50 |
| Z0012450 |
CONCRETE STEPS |
14.500 |
0.000 |
14.500 |
0.530 |
2.060 |
1.530 |
1,475.00 |
2,256.75 |
| Z0013798 |
CONSTRUCTION LAYOUT |
1.000 |
0.000 |
1.000 |
0.713 |
0.732 |
0.019 |
44,000.00 |
836.00 |
| 28000315 |
AGG DITCH CHECKS |
192.000 |
0.000 |
192.000 |
69.000 |
81.000 |
12.000 |
30.00 |
360.00 |
| 35102000 |
AGG BASE CSE B 8 |
14,227.000 |
0.000 |
14,227.000 |
5,981.960 |
7,655.100 |
1,673.140 |
7.00 |
11,711.98 |
| 35102400 |
AGG BASE CSE B 12 |
17,598.000 |
0.000 |
17,598.000 |
10,371.650 |
13,187.600 |
2,815.950 |
13.00 |
36,607.35 |
| 40200800 |
AGG SURF CSE B |
257.000 |
0.000 |
257.000 |
122.200 |
162.400 |
40.200 |
34.00 |
1,366.80 |
| 40201000 |
AGGREGATE-TEMP ACCESS |
5,107.000 |
0.000 |
5,107.000 |
4,236.150 |
4,252.150 |
16.000 |
26.50 |
424.00 |
| 40600200 |
BIT MATLS PR CT |
13.500 |
0.000 |
13.500 |
1.880 |
3.660 |
1.780 |
1,325.00 |
2,358.50 |
| 40600990 |
TEMPORARY RAMP |
393.000 |
0.000 |
393.000 |
293.800 |
310.800 |
17.000 |
7.35 |
124.95 |
| 40603090 |
HMA BC IL-19.0 N90 |
13,248.000 |
0.000 |
13,248.000 |
9,002.680 |
9,000.700 |
-1.980 |
72.75 |
-144.04 |
| 40603570 |
P HMA SC "E" N90 |
5,579.000 |
-1,814.000 |
3,765.000 |
230.790 |
223.990 |
-6.800 |
96.50 |
-656.20 |
| 40800050 |
INCIDENTAL HMA SURF |
454.000 |
0.000 |
454.000 |
175.410 |
322.120 |
146.710 |
110.25 |
16,174.78 |
| 42300200 |
PCC DRIVEWAY PAVT 6 |
588.000 |
0.000 |
588.000 |
548.710 |
588.000 |
39.290 |
68.50 |
2,691.36 |
| 42300400 |
PCC DRIVEWAY PAVT 8 |
1,350.000 |
0.000 |
1,350.000 |
768.760 |
819.960 |
51.200 |
72.50 |
3,712.00 |
| 42400100 |
PC CONC SIDEWALK 4 |
44,229.000 |
0.000 |
44,229.000 |
23,927.450 |
24,544.150 |
616.700 |
5.25 |
3,237.68 |
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 |
| 42400420 |
PC CONC SIDEWALK 4 SP |
426.000 |
0.000 |
426.000 |
0.000 |
217.200 |
217.200 |
21.00 |
4,561.20 |
| 50200100 |
STRUCTURE EXCAVATION |
330.000 |
-73.000 |
257.000 |
245.500 |
257.000 |
11.500 |
26.00 |
299.00 |
| 50300100 |
FLOOR DRAINS |
15.000 |
0.000 |
15.000 |
4.000 |
10.000 |
6.000 |
340.00 |
2,040.00 |
| 50300225 |
CONC STRUCT |
194.700 |
-31.400 |
163.300 |
69.780 |
144.180 |
74.400 |
635.00 |
47,244.00 |
| 50500505 |
STUD SHEAR CONNECTORS |
1,018.000 |
-224.000 |
794.000 |
319.000 |
661.000 |
342.000 |
8.75 |
2,992.50 |
| 50800205 |
REINF BARS, EPOXY CTD |
98,347.000 |
-4,230.000 |
94,117.000 |
81,932.610 |
91,799.610 |
9,867.000 |
1.20 |
11,840.40 |
| 60218400 |
MAN TA 4 DIA T1F CL |
37.000 |
1.000 |
38.000 |
28.500 |
29.000 |
0.500 |
1,500.00 |
750.00 |
| 60221100 |
MAN TA 5 DIA T1F CL |
10.000 |
0.000 |
10.000 |
8.500 |
9.000 |
0.500 |
2,275.00 |
1,137.50 |
| 60221200 |
MAN TA 5 DIA T3F&G |
2.000 |
0.000 |
2.000 |
1.000 |
2.000 |
1.000 |
2,280.00 |
2,280.00 |
| 60235700 |
INLETS TA T3F&G |
56.000 |
2.000 |
58.000 |
30.500 |
33.000 |
2.500 |
820.00 |
2,050.00 |
| 60600605 |
CONC CURB TB |
1,418.000 |
0.000 |
1,418.000 |
692.600 |
705.300 |
12.700 |
37.15 |
471.81 |
| 60605000 |
COMB CC&G TB6.24 |
12,887.000 |
0.000 |
12,887.000 |
6,943.200 |
7,769.800 |
826.600 |
22.35 |
18,474.51 |
| 60618300 |
CONC MEDIAN SURF 4 |
40.000 |
0.000 |
40.000 |
10.000 |
40.000 |
30.000 |
22.00 |
660.00 |
| 70102620 |
TR CONT & PROT 701501 |
1.000 |
0.000 |
1.000 |
0.732 |
0.749 |
0.017 |
21,000.00 |
357.00 |
| 70102622 |
TR CONT & PROT 701502 |
1.000 |
0.000 |
1.000 |
0.732 |
0.749 |
0.017 |
1,000.00 |
17.00 |
| 70102635 |
TR CONT & PROT 701701 |
1.000 |
0.000 |
1.000 |
0.732 |
0.749 |
0.017 |
1,000.00 |
17.00 |
| 70103815 |
TR CONT SURVEILLANCE |
200.000 |
200.000 |
400.000 |
303.750 |
315.850 |
12.100 |
300.00 |
3,630.00 |
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 |
| FRC04300 |
EXTEND FIRE HYD |
0.000 |
35,000.000 |
35,000.000 |
28,128.890 |
28,253.990 |
125.100 |
1.00 |
125.10 |
|
Total: |
$188,141.43 |
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