|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
|
Contractor Invoice
Previous Report 10/17/2012
| DOT Vendor: |
C62990 |
|
Contract: |
60L76 |
| IL Project: |
|
From Date: |
10/04/2012 |
| Route: |
FAI 94 |
|
|
|
| Section: |
49-1(HB&HB-1)R |
To Date: |
10/17/2012 |
| Project: |
|
State Job: |
C-91-019-11 |
| Letting Date: |
04/27/2012 |
Dist/Cnty: |
01 - 097 (LAKE )
|
| Airport: |
49-1(HB&HB-1)R |
State Job: |
C-91-019-11 |
| Scope: |
FAI-94, RUSSELL RD & RUSSELL RD RAMPS EXITING & ENTERING I94
IN VILLAGE OF WADSWORTH. |
|
|
|
Payee: |
WALSH CONSTRUCTION CO |
929 W ADAMS ST CHICAGO , IL 60607
|
|
|
|
|
|
|
| Percent Completed: 31.32% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 9,883,783.92 |
56,832.31 |
0.00 |
9,940,616.23 |
3,113,187.21 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
3,113,187.21 |
| Total
paid this estimate: |
|
|
3,113,187.21 |
|
Previous payments to contractor: |
|
|
-1,824,771.69 |
|
Payment to contractor this estimate: |
|
| 1,288,415.52 |
| |
|
Voucher # BC03211 | Date: 10/19/2012 |
|
1
of 1
|
1,288,415.52 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
|
|
Pay Estimate Number: 05 |
Total: |
1,288,415.52 |
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 |
| X0325134 |
WIRELESS INTERCON COM |
1.000 |
0.000 |
1.000 |
0.000 |
1.000 |
1.000 |
9,395.00 |
9,395.00 |
| X7010216 |
TRAF CONT & PROT SPL |
1.000 |
0.000 |
1.000 |
0.000 |
0.100 |
0.100 |
36,000.00 |
3,600.00 |
| Z0004552 |
APPROACH SLAB REM |
308.000 |
0.000 |
308.000 |
0.000 |
248.300 |
248.300 |
25.00 |
6,207.50 |
| Z0013798 |
CONSTRUCTION LAYOUT |
1.000 |
0.000 |
1.000 |
0.200 |
0.400 |
0.200 |
150,000.00 |
30,000.00 |
| Z0034210 |
MECH ST EARTH RET WL |
15,359.000 |
0.000 |
15,359.000 |
0.000 |
9,313.900 |
9,313.900 |
65.00 |
605,403.50 |
| Z0042002 |
POROUS GRAN EMB SUBGR |
16,465.000 |
0.000 |
16,465.000 |
317.900 |
404.100 |
86.200 |
0.01 |
0.86 |
| Z0073345 |
SLEEPER SLAB |
589.000 |
0.000 |
589.000 |
69.500 |
139.000 |
69.500 |
50.00 |
3,475.00 |
| 20200100 |
EARTH EXCAVATION |
17,515.000 |
0.000 |
17,515.000 |
430.600 |
516.800 |
86.200 |
15.00 |
1,293.00 |
| 20400800 |
FURNISHED EXCAVATION |
82,630.000 |
0.000 |
82,630.000 |
16,526.000 |
53,709.500 |
37,183.500 |
0.01 |
371.84 |
| 20800150 |
TRENCH BACKFILL |
192.000 |
0.000 |
192.000 |
44.000 |
104.200 |
60.200 |
18.25 |
1,098.65 |
| 21001000 |
GEOTECH FAB F/GR STAB |
28,412.000 |
0.000 |
28,412.000 |
756.720 |
442.480 |
-314.240 |
2.00 |
-628.48 |
| 28000250 |
TEMP EROS CONTR SEED |
1,912.000 |
0.000 |
1,912.000 |
249.600 |
0.000 |
-249.600 |
1.00 |
-249.60 |
| 28000400 |
PERIMETER EROS BAR |
12,436.000 |
0.000 |
12,436.000 |
11,812.900 |
12,338.900 |
526.000 |
1.85 |
973.10 |
| 30300112 |
AGG SUBGRADE IMPR 12 |
28,412.000 |
0.000 |
28,412.000 |
0.000 |
5,175.450 |
5,175.450 |
9.00 |
46,579.05 |
| 31200502 |
STAB SUBBASE HMA 4.5 |
20,722.000 |
0.000 |
20,722.000 |
0.000 |
1,704.300 |
1,704.300 |
16.45 |
28,035.74 |
| 42000521 |
PCC PVT 11 JOINTED |
12,898.000 |
0.000 |
12,898.000 |
0.000 |
1,015.400 |
1,015.400 |
55.00 |
55,847.00 |
| 42000541 |
PCC PVT 12 JOINTED |
3,736.000 |
0.000 |
3,736.000 |
0.000 |
583.500 |
583.500 |
55.00 |
32,092.50 |
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 |
| 44000100 |
PAVEMENT REM |
13,888.000 |
0.000 |
13,888.000 |
42.400 |
7,310.800 |
7,268.400 |
15.00 |
109,026.00 |
| 44000200 |
DRIVE PAVEMENT REM |
1,200.000 |
0.000 |
1,200.000 |
747.400 |
1,200.000 |
452.600 |
2.00 |
905.20 |
| 44000500 |
COMB CURB GUTTER REM |
2,292.000 |
0.000 |
2,292.000 |
1,748.500 |
2,292.000 |
543.500 |
1.00 |
543.50 |
| 44004000 |
PAVED DITCH REMOVAL |
314.000 |
0.000 |
314.000 |
0.000 |
261.000 |
261.000 |
6.00 |
1,566.00 |
| 44004250 |
PAVED SHLD REMOVAL |
3,903.000 |
0.000 |
3,903.000 |
392.500 |
3,858.500 |
3,466.000 |
4.50 |
15,597.00 |
| 50105220 |
PIPE CULVERT REMOV |
64.000 |
0.000 |
64.000 |
19.500 |
60.500 |
41.000 |
17.34 |
710.94 |
| 50200100 |
STRUCTURE EXCAVATION |
4,163.000 |
0.000 |
4,163.000 |
0.000 |
3,199.000 |
3,199.000 |
15.00 |
47,985.00 |
| 50300225 |
CONC STRUCT |
503.200 |
0.000 |
503.200 |
35.250 |
210.300 |
175.050 |
600.00 |
105,030.00 |
| 50500305 |
ERECT STRUCT STEEL |
1.000 |
0.000 |
1.000 |
0.000 |
0.250 |
0.250 |
250,000.00 |
62,500.00 |
| 50800205 |
REINF BARS, EPOXY CTD |
369,580.000 |
0.000 |
369,580.000 |
0.000 |
23,508.000 |
23,508.000 |
0.80 |
18,806.40 |
| 51200957 |
FUR M S PILE 12X0.250 |
4,827.000 |
0.000 |
4,827.000 |
0.000 |
4,228.000 |
4,228.000 |
0.01 |
42.28 |
| 51202305 |
DRIVING PILES |
4,827.000 |
0.000 |
4,827.000 |
0.000 |
3,892.700 |
3,892.700 |
0.01 |
38.93 |
| 51204650 |
PILE SHOES |
88.000 |
0.000 |
88.000 |
0.000 |
88.000 |
88.000 |
225.00 |
19,800.00 |
| 542A1060 |
P CUL CL A 2 15 |
74.000 |
0.000 |
74.000 |
0.000 |
64.400 |
64.400 |
49.85 |
3,210.34 |
| 54213657 |
PRC FLAR END SEC 12 |
12.000 |
0.000 |
12.000 |
2.000 |
4.000 |
2.000 |
600.00 |
1,200.00 |
| 54213660 |
PRC FLAR END SEC 15 |
4.000 |
0.000 |
4.000 |
0.000 |
2.000 |
2.000 |
635.00 |
1,270.00 |
| 550A0050 |
STORM SEW CL A 1 12 |
785.000 |
0.000 |
785.000 |
193.300 |
384.400 |
191.100 |
37.75 |
7,214.02 |
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 |
| 550A0340 |
STORM SEW CL A 2 12 |
412.000 |
0.000 |
412.000 |
129.100 |
306.900 |
177.800 |
36.10 |
6,418.58 |
| 550A0640 |
STORM SEW CL A 3 12 |
43.000 |
0.000 |
43.000 |
0.000 |
31.400 |
31.400 |
41.75 |
1,310.95 |
| 55100500 |
STORM SEWER REM 12 |
305.000 |
0.000 |
305.000 |
211.100 |
218.100 |
7.000 |
23.25 |
162.75 |
| 60108100 |
PIPE UNDERDRAIN 4 SP |
705.000 |
0.000 |
705.000 |
90.100 |
110.300 |
20.200 |
9.08 |
183.41 |
| 60201310 |
CB TA 4 DIA T20F&G |
27.000 |
0.000 |
27.000 |
4.620 |
10.500 |
5.880 |
1,651.00 |
9,707.88 |
| 60218400 |
MAN TA 4 DIA T1F CL |
4.000 |
0.000 |
4.000 |
2.250 |
3.000 |
0.750 |
1,668.00 |
1,251.00 |
| 67000400 |
ENGR FIELD OFFICE A |
13.000 |
0.000 |
13.000 |
1.000 |
3.000 |
2.000 |
5,000.00 |
10,000.00 |
| 67000600 |
ENGR FIELD LAB |
13.000 |
0.000 |
13.000 |
1.000 |
3.000 |
2.000 |
100.00 |
200.00 |
| 82102400 |
LUM SV HOR MT 400W |
23.000 |
0.000 |
23.000 |
0.000 |
11.000 |
11.000 |
392.00 |
4,312.00 |
| 83057355 |
LT P WD 60 CL4 15MA |
21.000 |
0.000 |
21.000 |
0.000 |
11.000 |
11.000 |
1,669.00 |
18,359.00 |
| 84200804 |
REM POLE FDN |
8.000 |
0.000 |
8.000 |
0.000 |
7.000 |
7.000 |
340.00 |
2,380.00 |
| 86000105 |
MASTER CONTROLLER SPL |
1.000 |
0.000 |
1.000 |
0.000 |
1.000 |
1.000 |
7,734.00 |
7,734.00 |
| 87302245 |
ELCBL AS SIGL 14 5C |
2,700.000 |
0.000 |
2,700.000 |
2,329.500 |
2,700.000 |
370.500 |
2.00 |
741.00 |
| 88700300 |
LIGHT DETECTOR AMP |
2.000 |
0.000 |
2.000 |
0.000 |
2.000 |
2.000 |
1,782.00 |
3,564.00 |
| 89502300 |
REM ELCBL FR CON |
5,274.000 |
0.000 |
5,274.000 |
0.000 |
4,584.000 |
4,584.000 |
0.40 |
1,833.60 |
| FRC00400 |
MILL CREEK BUTT JOINTS |
0.000 |
1,764.240 |
1,764.240 |
0.000 |
1,317.080 |
1,317.080 |
1.00 |
1,317.08 |
|
Total: |
$1,288,415.52 |
|
|
