|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
|
Contractor Invoice
Previous Report 12/04/2012
| DOT Vendor: |
C62990 |
|
Contract: |
60L76 |
| IL Project: |
|
From Date: |
11/16/2012 |
| Route: |
FAI 94 |
|
|
|
| Section: |
49-1(HB&HB-1)R |
To Date: |
12/04/2012 |
| 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: 77.58% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 9,883,783.92 |
92,750.49 |
0.00 |
9,976,534.41 |
7,739,395.93 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
7,739,395.93 |
| Total
paid this estimate: |
|
|
7,739,395.93 |
|
Previous payments to contractor: |
|
|
-6,470,212.99 |
|
Payment to contractor this estimate: |
|
| 1,269,182.94 |
| |
|
Voucher # BC03940 | Date: 12/05/2012 |
|
1
of 1
|
1,269,182.94 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
|
|
Pay Estimate Number: 08 |
Total: |
1,269,182.94 |
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 |
| X0323443 |
PREC MOD RET WALL |
1,142.000 |
0.000 |
1,142.000 |
1,000.000 |
1,142.000 |
142.000 |
60.00 |
8,520.00 |
| X4021000 |
TEMP ACCESS- PRIV ENT |
4.000 |
0.000 |
4.000 |
0.600 |
1.800 |
1.200 |
500.00 |
600.00 |
| X4022000 |
TEMP ACCESS- COM ENT |
4.000 |
0.000 |
4.000 |
0.900 |
1.800 |
0.900 |
750.00 |
675.00 |
| X7010216 |
TRAF CONT & PROT SPL |
1.000 |
0.000 |
1.000 |
0.300 |
0.700 |
0.400 |
36,000.00 |
14,400.00 |
| X8130370 |
JUN BX NM ES 08X06X06 |
4.000 |
0.000 |
4.000 |
0.000 |
2.000 |
2.000 |
421.00 |
842.00 |
| Z0005216 |
HMA STAB 6 AT SPBGR |
306.000 |
0.000 |
306.000 |
0.000 |
73.650 |
73.650 |
41.10 |
3,027.02 |
| Z0013798 |
CONSTRUCTION LAYOUT |
1.000 |
0.000 |
1.000 |
0.400 |
0.700 |
0.300 |
150,000.00 |
45,000.00 |
| Z0030350 |
IMP ATTN REL NRD TL3 |
6.000 |
0.000 |
6.000 |
1.000 |
3.000 |
2.000 |
650.00 |
1,300.00 |
| Z0033028 |
MAINTAIN LIGHTING SYS |
10.000 |
0.000 |
10.000 |
3.600 |
4.600 |
1.000 |
200.00 |
200.00 |
| Z0034210 |
MECH ST EARTH RET WL |
15,359.000 |
0.000 |
15,359.000 |
14,591.100 |
15,359.000 |
767.900 |
65.00 |
49,913.50 |
| Z0062456 |
TEMP PAVEMENT |
8,010.000 |
0.000 |
8,010.000 |
6,086.000 |
7,360.400 |
1,274.400 |
50.00 |
63,720.00 |
| Z0073345 |
SLEEPER SLAB |
589.000 |
0.000 |
589.000 |
564.000 |
589.000 |
25.000 |
50.00 |
1,250.00 |
| 20100110 |
TREE REMOV 6-15 |
150.000 |
67.700 |
217.700 |
150.000 |
217.700 |
67.700 |
10.00 |
677.00 |
| 20100210 |
TREE REMOV OVER 15 |
58.000 |
382.000 |
440.000 |
58.000 |
440.000 |
382.000 |
12.00 |
4,584.00 |
| 20100500 |
TREE REMOV ACRES |
2.000 |
0.200 |
2.200 |
2.000 |
2.200 |
0.200 |
1,850.00 |
370.00 |
| 20400800 |
FURNISHED EXCAVATION |
82,630.000 |
0.000 |
82,630.000 |
53,709.500 |
78,498.500 |
24,789.000 |
0.01 |
247.89 |
| 20800150 |
TRENCH BACKFILL |
192.000 |
0.000 |
192.000 |
129.200 |
129.500 |
0.300 |
18.25 |
5.48 |
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 |
| 21001000 |
GEOTECH FAB F/GR STAB |
28,412.000 |
0.000 |
28,412.000 |
22,903.500 |
28,412.000 |
5,508.500 |
2.00 |
11,017.00 |
| 25100105 |
MULCH METHOD 1 |
12.750 |
0.000 |
12.750 |
0.140 |
8.120 |
7.980 |
1,150.00 |
9,177.00 |
| 28000305 |
TEMP DITCH CHECKS |
37.000 |
266.800 |
303.800 |
37.000 |
303.800 |
266.800 |
13.00 |
3,468.40 |
| 30300112 |
AGG SUBGRADE IMPR 12 |
28,412.000 |
0.000 |
28,412.000 |
20,996.500 |
26,991.400 |
5,994.900 |
9.00 |
53,954.10 |
| 31200502 |
STAB SUBBASE HMA 4.5 |
20,722.000 |
0.000 |
20,722.000 |
13,815.500 |
19,265.300 |
5,449.800 |
16.45 |
89,649.21 |
| 35800100 |
PREPARATION OF BASE |
8,440.000 |
2,258.200 |
10,698.200 |
8,440.000 |
10,698.200 |
2,258.200 |
0.55 |
1,242.02 |
| 35800200 |
AGG BASE REPAIR |
246.000 |
28.900 |
274.900 |
246.000 |
274.900 |
28.900 |
20.00 |
578.00 |
| 40603080 |
HMA BC IL-19.0 N50 |
1,063.000 |
44.200 |
1,107.200 |
1,063.000 |
1,098.150 |
35.150 |
56.25 |
1,977.19 |
| 40603335 |
HMA SC "D" N50 |
1,153.000 |
55.000 |
1,208.000 |
721.000 |
760.800 |
39.800 |
72.50 |
2,885.50 |
| 40701861 |
HMA PAVT FD 9 |
2,235.000 |
0.000 |
2,235.000 |
843.300 |
1,726.200 |
882.900 |
38.40 |
33,903.36 |
| 42000521 |
PCC PVT 11 JOINTED |
12,898.000 |
0.000 |
12,898.000 |
5,947.200 |
10,035.900 |
4,088.700 |
55.00 |
224,878.50 |
| 42000541 |
PCC PVT 12 JOINTED |
3,736.000 |
0.000 |
3,736.000 |
3,485.200 |
3,547.200 |
62.000 |
55.00 |
3,410.00 |
| 42300400 |
PCC DRIVEWAY PAVT 8 |
578.000 |
0.000 |
578.000 |
270.100 |
488.200 |
218.100 |
49.50 |
10,795.95 |
| 48101500 |
AGGREGATE SHLDS B 6 |
2,730.000 |
0.000 |
2,730.000 |
1,707.800 |
2,676.700 |
968.900 |
3.50 |
3,391.15 |
| 48300600 |
PCC SHOULDERS 11 |
3,040.000 |
0.000 |
3,040.000 |
1,177.100 |
2,013.900 |
836.800 |
55.00 |
46,024.00 |
| 48300700 |
PCC SHOULDERS 12 |
1,886.000 |
0.000 |
1,886.000 |
975.000 |
1,886.000 |
911.000 |
55.00 |
50,105.00 |
| 50300255 |
CONC SUP-STR |
1,121.900 |
0.000 |
1,121.900 |
346.700 |
650.400 |
303.700 |
1,000.00 |
303,700.00 |
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 |
| 50800205 |
REINF BARS, EPOXY CTD |
369,580.000 |
0.000 |
369,580.000 |
257,498.900 |
368,654.100 |
111,155.200 |
0.80 |
88,924.16 |
| 54213657 |
PRC FLAR END SEC 12 |
12.000 |
0.000 |
12.000 |
11.000 |
12.000 |
1.000 |
600.00 |
600.00 |
| 550A0050 |
STORM SEW CL A 1 12 |
785.000 |
0.000 |
785.000 |
444.900 |
746.000 |
301.100 |
37.75 |
11,366.52 |
| 550A0340 |
STORM SEW CL A 2 12 |
412.000 |
0.000 |
412.000 |
312.000 |
410.000 |
98.000 |
36.10 |
3,537.80 |
| 60107600 |
PIPE UNDERDRAINS 4 |
8,709.000 |
0.000 |
8,709.000 |
5,756.500 |
6,122.000 |
365.500 |
8.34 |
3,048.27 |
| 60200105 |
CB TA 4 DIA T1F OL |
3.000 |
0.000 |
3.000 |
1.500 |
2.000 |
0.500 |
1,525.00 |
762.50 |
| 60200805 |
CB TA 4 DIA T8G |
1.000 |
0.000 |
1.000 |
0.750 |
1.000 |
0.250 |
1,455.00 |
363.75 |
| 60201310 |
CB TA 4 DIA T20F&G |
27.000 |
0.000 |
27.000 |
17.250 |
23.000 |
5.750 |
1,651.00 |
9,493.25 |
| 60218400 |
MAN TA 4 DIA T1F CL |
4.000 |
0.000 |
4.000 |
3.000 |
4.000 |
1.000 |
1,668.00 |
1,668.00 |
| 60221100 |
MAN TA 5 DIA T1F CL |
1.000 |
0.000 |
1.000 |
0.750 |
1.000 |
0.250 |
1,650.00 |
412.50 |
| 60237420 |
INLETS TA T20F&G |
3.000 |
0.000 |
3.000 |
0.000 |
3.000 |
3.000 |
910.00 |
2,730.00 |
| 60602800 |
CONC GUTTER TB |
630.000 |
0.000 |
630.000 |
313.400 |
626.400 |
313.000 |
16.85 |
5,274.05 |
| 60603500 |
COMB CC&G TB6.06 |
54.000 |
0.000 |
54.000 |
39.000 |
54.000 |
15.000 |
19.00 |
285.00 |
| 60603800 |
COMB CC&G TB6.12 |
1,495.000 |
0.000 |
1,495.000 |
160.700 |
491.300 |
330.600 |
16.75 |
5,537.55 |
| 60605000 |
COMB CC&G TB6.24 |
3,159.000 |
0.000 |
3,159.000 |
762.600 |
1,576.600 |
814.000 |
21.20 |
17,256.80 |
| 60608300 |
COMB CC&G TM2.12 |
1,740.000 |
0.000 |
1,740.000 |
707.400 |
1,417.600 |
710.200 |
17.35 |
12,321.97 |
| 63000001 |
SPBGR TY A 6FT POSTS |
1,564.500 |
0.000 |
1,564.500 |
0.000 |
281.350 |
281.350 |
19.50 |
5,486.33 |
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 |
| 63100045 |
TRAF BAR TERM T2 |
4.000 |
0.000 |
4.000 |
0.000 |
1.000 |
1.000 |
950.00 |
950.00 |
| 63100167 |
TR BAR TRM T1 SPL TAN |
5.000 |
0.000 |
5.000 |
0.000 |
1.000 |
1.000 |
2,100.00 |
2,100.00 |
| 66400105 |
CH LK FENCE 4 |
2,769.000 |
0.000 |
2,769.000 |
0.000 |
1,211.400 |
1,211.400 |
21.50 |
26,045.10 |
| 66406400 |
CH LK GATES 4X24 DBL |
1.000 |
0.000 |
1.000 |
0.000 |
1.000 |
1.000 |
1,850.00 |
1,850.00 |
| 66900450 |
SPL WASTE PLNS/REPORT |
1.000 |
0.000 |
1.000 |
0.000 |
0.700 |
0.700 |
4,000.00 |
2,800.00 |
| 66900530 |
SOIL DISPOSAL ANALY |
3.000 |
0.000 |
3.000 |
0.000 |
2.000 |
2.000 |
2,000.00 |
4,000.00 |
| 70106800 |
CHANGEABLE MESSAGE SN |
56.000 |
0.000 |
56.000 |
10.700 |
11.700 |
1.000 |
950.00 |
950.00 |
| 70300520 |
PAVT MARK TAPE T3 4 |
28,800.000 |
0.000 |
28,800.000 |
17,386.600 |
26,229.600 |
8,843.000 |
0.90 |
7,958.70 |
| 70300570 |
PAVT MARK TAPE T3 24 |
141.000 |
0.000 |
141.000 |
66.600 |
94.000 |
27.400 |
4.80 |
131.52 |
| 70301000 |
WORK ZONE PAVT MK REM |
7,225.000 |
0.000 |
7,225.000 |
94.300 |
778.300 |
684.000 |
0.35 |
239.40 |
| 80400200 |
ELECT UTIL SERV CONN |
1.000 |
0.000 |
1.000 |
0.000 |
0.743 |
0.743 |
6,000.00 |
4,458.00 |
| 81200230 |
CON EMB STR 2 PVC |
617.000 |
0.000 |
617.000 |
0.000 |
102.400 |
102.400 |
8.00 |
819.20 |
| 85000200 |
MAIN EX TR SIG INSTAL |
1.000 |
0.000 |
1.000 |
0.300 |
0.600 |
0.300 |
1,360.00 |
408.00 |
| FRC00601 |
NB TEST PILE SPLICE |
0.000 |
4,015.510 |
4,015.510 |
3,844.500 |
3,623.910 |
-220.590 |
1.00 |
-220.59 |
| FRC01300 |
ELEC SPLICE FDN TO SIG |
0.000 |
2,352.410 |
2,352.410 |
0.000 |
2,136.890 |
2,136.890 |
1.00 |
2,136.89 |
|
Total: |
$1,269,182.94 |
|
|
