|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
|
Contractor Invoice
Previous Report 09/02/2011
| DOT Vendor: |
C13050 |
|
Contract: |
87465 |
| IL Project: |
|
From Date: |
08/04/2011 |
| Route: |
FAU 5369 |
|
|
|
| Section: |
06-00172-00-WR |
To Date: |
09/02/2011 |
| Project: |
M-5017/043/000 |
State Job: |
C-93-098-10 |
| Letting Date: |
03/11/2011 |
Dist/Cnty: |
03 - 037 (DEKALB )
|
| Airport: |
06-00172-00-WR |
State Job: |
C-93-098-10 |
| Scope: |
FROM PLEASANT STREET TO THE EXISTING RAILROAD OVERPASS
BRIDGE NORTH OF ROUTE 38 |
|
|
|
Payee: |
CURRAN CONTRACTING CO |
286 MEMORIAL COURT CRYSTAL LAKE , IL 60014
|
|
|
|
|
|
|
| Percent Completed: 39.99% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 1,519,576.24 |
1,531.88 |
0.00 |
1,521,108.12 |
608,310.09 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
608,310.09 |
| Total
paid this estimate: |
|
|
608,310.09 |
|
Previous payments to contractor: |
|
|
-328,828.50 |
|
Payment to contractor this estimate: |
|
| 279,481.59 |
| |
|
Voucher # CC04440 | Date: 09/07/2011 |
|
1
of 1
|
279,481.59 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
|
|
Pay Estimate Number: 04 |
Total: |
279,481.59 |
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 |
| XX005472 |
DRAINAGE STRUCTURE SP |
12.000 |
0.000 |
12.000 |
3.000 |
10.000 |
7.000 |
1,304.20 |
9,129.40 |
| X7010216 |
TRAF CONT & PROT SPL |
1.000 |
0.000 |
1.000 |
0.520 |
0.630 |
0.110 |
23,664.76 |
2,603.12 |
| Z0001050 |
AGG SUBGRADE 12 |
5,565.000 |
0.000 |
5,565.000 |
1,935.300 |
4,439.600 |
2,504.300 |
11.63 |
29,125.01 |
| Z0013798 |
CONSTRUCTION LAYOUT |
1.000 |
0.000 |
1.000 |
0.650 |
0.850 |
0.200 |
6,004.42 |
1,200.89 |
| Z0042002 |
POROUS GRAN EMB SUBGR |
1,393.000 |
0.000 |
1,393.000 |
0.000 |
92.800 |
92.800 |
27.00 |
2,505.60 |
| Z0056608 |
STORM SEW WM REQ 12 |
28.000 |
0.000 |
28.000 |
0.000 |
24.800 |
24.800 |
107.68 |
2,670.46 |
| 20200100 |
EARTH EXCAVATION |
2,888.000 |
0.000 |
2,888.000 |
755.250 |
2,199.250 |
1,444.000 |
14.00 |
20,216.00 |
| 20201200 |
REM & DISP UNS MATL |
2,698.000 |
0.000 |
2,698.000 |
71.300 |
1,398.500 |
1,327.200 |
8.00 |
10,617.60 |
| 20400800 |
FURNISHED EXCAVATION |
3,008.000 |
0.000 |
3,008.000 |
875.250 |
3,008.000 |
2,132.750 |
22.70 |
48,413.42 |
| 20800150 |
TRENCH BACKFILL |
257.000 |
0.000 |
257.000 |
39.350 |
139.350 |
100.000 |
30.69 |
3,069.00 |
| 21001000 |
GEOTECH FAB F/GR STAB |
5,565.000 |
0.000 |
5,565.000 |
1,935.300 |
4,439.600 |
2,504.300 |
1.08 |
2,704.65 |
| 35101600 |
AGG BASE CSE B 4 |
1,628.000 |
0.000 |
1,628.000 |
405.100 |
1,343.500 |
938.400 |
1.70 |
1,595.28 |
| 35101800 |
AGG BASE CSE B 6 |
98.000 |
0.000 |
98.000 |
0.000 |
51.000 |
51.000 |
29.50 |
1,504.50 |
| 35400200 |
PCC BASE CSE W 7 |
70.000 |
0.000 |
70.000 |
0.000 |
10.600 |
10.600 |
46.03 |
487.92 |
| 35800100 |
PREPARATION OF BASE |
2,621.000 |
0.000 |
2,621.000 |
236.700 |
1,527.300 |
1,290.600 |
1.00 |
1,290.60 |
| 40603085 |
HMA BC IL-19.0 N70 |
7,257.000 |
0.000 |
7,257.000 |
0.000 |
893.010 |
893.010 |
48.00 |
42,864.48 |
| 40800050 |
INCIDENTAL HMA SURF |
12.000 |
0.000 |
12.000 |
0.000 |
7.540 |
7.540 |
175.00 |
1,319.50 |
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 |
| 42400200 |
PC CONC SIDEWALK 5 |
465.000 |
0.000 |
465.000 |
0.000 |
210.300 |
210.300 |
4.60 |
967.38 |
| 42400800 |
DETECTABLE WARNINGS |
64.000 |
0.000 |
64.000 |
0.000 |
44.000 |
44.000 |
25.06 |
1,102.64 |
| 44000100 |
PAVEMENT REM |
3,556.000 |
0.000 |
3,556.000 |
566.500 |
2,100.400 |
1,533.900 |
6.55 |
10,047.04 |
| 44000500 |
COMB CURB GUTTER REM |
1,798.000 |
0.000 |
1,798.000 |
89.500 |
1,025.000 |
935.500 |
3.89 |
3,639.09 |
| 50105220 |
PIPE CULVERT REMOV |
40.000 |
0.000 |
40.000 |
0.000 |
40.000 |
40.000 |
12.27 |
490.80 |
| 50800105 |
REINFORCEMENT BARS |
1,828.000 |
0.000 |
1,828.000 |
432.900 |
1,322.500 |
889.600 |
0.92 |
818.43 |
| 542C0223 |
P CUL CL C 1 18 |
50.000 |
0.000 |
50.000 |
0.000 |
50.000 |
50.000 |
48.84 |
2,442.00 |
| 54213453 |
END SECTIONS 18 |
2.000 |
0.000 |
2.000 |
0.000 |
2.000 |
2.000 |
429.62 |
859.24 |
| 54213657 |
PRC FLAR END SEC 12 |
7.000 |
0.000 |
7.000 |
4.000 |
7.000 |
3.000 |
598.40 |
1,795.20 |
| 550A2320 |
SS RG CL A 1 12 |
641.000 |
0.000 |
641.000 |
306.000 |
614.600 |
308.600 |
50.89 |
15,704.65 |
| 550A2520 |
SS RG CL A 2 12 |
137.000 |
0.000 |
137.000 |
29.100 |
137.000 |
107.900 |
50.89 |
5,491.03 |
| 60107700 |
PIPE UNDERDRAINS 6 |
20.000 |
0.000 |
20.000 |
0.000 |
10.000 |
10.000 |
14.32 |
143.20 |
| 60222240 |
MAN TA 5 DIA T24F&G |
4.000 |
0.000 |
4.000 |
2.000 |
4.000 |
2.000 |
7,743.34 |
15,486.68 |
| 60250200 |
CB ADJUST |
6.000 |
0.000 |
6.000 |
0.000 |
3.000 |
3.000 |
600.00 |
1,800.00 |
| 60404950 |
FR & GRATES T24 |
16.000 |
0.000 |
16.000 |
0.000 |
5.000 |
5.000 |
455.19 |
2,275.95 |
| 60605000 |
COMB CC&G TB6.24 |
4,600.000 |
0.000 |
4,600.000 |
1,183.700 |
3,311.200 |
2,127.500 |
14.83 |
31,550.83 |
| 66900450 |
SPL WASTE PLNS/REPORT |
1.000 |
0.000 |
1.000 |
0.000 |
1.000 |
1.000 |
3,000.00 |
3,000.00 |
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 |
| 66900530 |
SOIL DISPOSAL ANALY |
3.000 |
0.000 |
3.000 |
0.000 |
1.000 |
1.000 |
550.00 |
550.00 |
|
Total: |
$279,481.59 |
|
|
