|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
|
Contractor Invoice
Previous Report 07/18/2012
| DOT Vendor: |
C23080 |
|
Contract: |
76830 |
| IL Project: |
|
From Date: |
06/30/2012 |
| Route: |
FAP 600 |
|
|
|
| Section: |
60-(30,31,128)-1 |
To Date: |
07/18/2012 |
| 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: 84.42% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 9,384,063.14 |
1,615,458.64 |
567,503.84 |
10,432,017.94 |
8,859,551.92 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
8,859,551.92 |
| Total
paid this estimate: |
|
|
8,859,551.92 |
|
Previous payments to contractor: |
|
|
-8,485,439.38 |
|
Payment to contractor this estimate: |
|
| 374,112.54 |
| |
|
Voucher # BC00227 | Date: 07/20/2012 |
|
1
of 1
|
374,112.54 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
|
|
Pay Estimate Number: 46 |
Total: |
374,112.54 |
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 |
| Z0012450 |
CONCRETE STEPS |
14.500 |
0.000 |
14.500 |
2.060 |
5.960 |
3.900 |
1,475.00 |
5,752.50 |
| Z0013798 |
CONSTRUCTION LAYOUT |
1.000 |
0.000 |
1.000 |
0.808 |
0.827 |
0.019 |
44,000.00 |
836.00 |
| 20200100 |
EARTH EXCAVATION |
37,949.000 |
220.700 |
38,169.700 |
26,916.600 |
36,366.600 |
9,450.000 |
18.00 |
170,100.00 |
| 28000315 |
AGG DITCH CHECKS |
192.000 |
0.000 |
192.000 |
81.000 |
134.500 |
53.500 |
30.00 |
1,605.00 |
| 28100107 |
STONE RIPRAP CL A4 |
778.000 |
0.000 |
778.000 |
445.900 |
778.000 |
332.100 |
34.00 |
11,291.40 |
| 28200200 |
FILTER FABRIC |
1,065.000 |
0.000 |
1,065.000 |
445.900 |
894.000 |
448.100 |
1.15 |
515.31 |
| 31200500 |
STAB SUBBASE HMA 4 |
7,395.000 |
0.000 |
7,395.000 |
6,319.100 |
6,437.900 |
118.800 |
20.00 |
2,376.00 |
| 35102000 |
AGG BASE CSE B 8 |
14,227.000 |
0.000 |
14,227.000 |
12,569.200 |
13,598.500 |
1,029.300 |
7.00 |
7,205.10 |
| 40200800 |
AGG SURF CSE B |
257.000 |
0.000 |
257.000 |
182.300 |
246.500 |
64.200 |
34.00 |
2,182.80 |
| 40600200 |
BIT MATLS PR CT |
13.500 |
0.000 |
13.500 |
6.290 |
8.640 |
2.350 |
1,325.00 |
3,113.75 |
| 40600990 |
TEMPORARY RAMP |
393.000 |
0.000 |
393.000 |
332.800 |
342.200 |
9.400 |
7.35 |
69.09 |
| 42300400 |
PCC DRIVEWAY PAVT 8 |
1,350.000 |
0.000 |
1,350.000 |
1,071.070 |
1,089.470 |
18.400 |
72.50 |
1,334.00 |
| 42400100 |
PC CONC SIDEWALK 4 |
44,229.000 |
0.000 |
44,229.000 |
39,219.650 |
44,104.700 |
4,885.050 |
5.25 |
25,646.51 |
| 42400800 |
DETECTABLE WARNINGS |
946.000 |
-432.000 |
514.000 |
234.000 |
268.000 |
34.000 |
47.00 |
1,598.00 |
| 44000198 |
HMA SURF REM VAR DP |
13,824.000 |
0.000 |
13,824.000 |
10,567.200 |
13,010.100 |
2,442.900 |
1.80 |
4,397.22 |
| 50900200 |
STEEL RAIL TYPE 2399 |
171.000 |
0.000 |
171.000 |
68.800 |
171.000 |
102.200 |
173.00 |
17,680.60 |
| 63000001 |
SPBGR TY A 6FT POSTS |
262.500 |
12.500 |
275.000 |
159.500 |
275.000 |
115.500 |
36.50 |
4,215.75 |
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 |
| 63000025 |
SPBGR ATTACH TO STR |
25.000 |
0.000 |
25.000 |
0.000 |
25.000 |
25.000 |
280.00 |
7,000.00 |
| 63100087 |
TRAF BAR TERM T6A |
3.000 |
0.000 |
3.000 |
2.000 |
3.000 |
1.000 |
4,780.00 |
4,780.00 |
| 63100167 |
TR BAR TRM T1 SPL TAN |
7.000 |
0.000 |
7.000 |
5.000 |
7.000 |
2.000 |
3,300.00 |
6,600.00 |
| 70102620 |
TR CONT & PROT 701501 |
1.000 |
0.000 |
1.000 |
0.817 |
0.834 |
0.017 |
21,000.00 |
357.00 |
| 70102622 |
TR CONT & PROT 701502 |
1.000 |
0.000 |
1.000 |
0.817 |
0.834 |
0.017 |
1,000.00 |
17.00 |
| 70102635 |
TR CONT & PROT 701701 |
1.000 |
0.000 |
1.000 |
0.817 |
0.834 |
0.017 |
1,000.00 |
17.00 |
| 70103815 |
TR CONT SURVEILLANCE |
200.000 |
200.000 |
400.000 |
362.150 |
373.030 |
10.880 |
300.00 |
3,264.00 |
| 78200410 |
GUARDRAIL MKR TYPE A |
24.000 |
0.000 |
24.000 |
16.000 |
24.000 |
8.000 |
10.50 |
84.00 |
| 78201000 |
TERMINAL MARKER - DA |
7.000 |
0.000 |
7.000 |
5.000 |
7.000 |
2.000 |
36.75 |
73.50 |
| X9803200 |
HMA POLY, N90, C MIX |
0.000 |
1,814.000 |
1,814.000 |
1,120.470 |
1,631.380 |
510.910 |
99.75 |
50,963.28 |
| X9804800 |
5X5 END SECTION (SP) |
0.000 |
4.000 |
4.000 |
3.000 |
4.000 |
1.000 |
15,703.89 |
15,703.89 |
| X9804801 |
5X5 HEADWALL (SP) |
0.000 |
2.000 |
2.000 |
0.000 |
2.000 |
2.000 |
4,382.12 |
8,764.24 |
| X9804802 |
GRATING FOR 5X5 END SE |
0.000 |
4.000 |
4.000 |
0.000 |
4.000 |
4.000 |
4,136.65 |
16,546.60 |
| X9806100 |
PAVE PATCH TY 1 17IN |
0.000 |
25.000 |
25.000 |
24.900 |
25.000 |
0.100 |
230.00 |
23.00 |
|
Total: |
$374,112.54 |
|
|
