|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
|
Contractor Invoice
Previous Report 08/10/2011
| DOT Vendor: |
C23080 |
|
Contract: |
76830 |
| IL Project: |
|
From Date: |
07/22/2011 |
| Route: |
FAP 600 |
|
|
|
| Section: |
60-(30,31,128)-1 |
To Date: |
08/10/2011 |
| 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: 26.44% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 9,384,063.14 |
621,434.42 |
206,181.96 |
9,799,315.60 |
2,643,994.33 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
2,643,994.33 |
| Total
paid this estimate: |
|
|
2,643,994.33 |
|
Previous payments to contractor: |
|
|
-2,114,497.33 |
|
Payment to contractor this estimate: |
|
| 529,497.00 |
| |
|
Voucher # BC02040 | Date: 08/11/2011 |
|
1
of 1
|
529,497.00 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
|
|
Pay Estimate Number: 23 |
Total: |
529,497.00 |
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 |
| X0324455 |
DRILL/SET SOLD P SOIL |
18,746.000 |
-4,795.000 |
13,951.000 |
0.000 |
1,026.400 |
1,026.400 |
14.60 |
14,985.44 |
| X0326820 |
INLETS SPL TE 4X4 |
13.000 |
0.000 |
13.000 |
0.000 |
7.000 |
7.000 |
1,500.00 |
10,500.00 |
| X0326821 |
INLETS SPL TE 4X5 |
8.000 |
0.000 |
8.000 |
0.000 |
2.000 |
2.000 |
2,600.00 |
5,200.00 |
| X0326827 |
WATER METER ASSMBLY 1 |
80.000 |
0.000 |
80.000 |
4.000 |
12.000 |
8.000 |
1,000.00 |
8,000.00 |
| X0504200 |
CONCRETE HEADWALL |
3.000 |
0.000 |
3.000 |
0.000 |
1.000 |
1.000 |
3,800.00 |
3,800.00 |
| X5640150 |
FIRE HYDNT ASSY COMP |
19.000 |
0.000 |
19.000 |
10.500 |
11.500 |
1.000 |
4,670.00 |
4,670.00 |
| Z0013798 |
CONSTRUCTION LAYOUT |
1.000 |
0.000 |
1.000 |
0.373 |
0.392 |
0.019 |
44,000.00 |
836.00 |
| 20100110 |
TREE REMOV 6-15 |
2,074.000 |
625.000 |
2,699.000 |
2,657.000 |
2,696.000 |
39.000 |
40.00 |
1,560.00 |
| 20100210 |
TREE REMOV OVER 15 |
2,048.000 |
500.000 |
2,548.000 |
2,470.000 |
2,496.000 |
26.000 |
44.00 |
1,144.00 |
| 20200100 |
EARTH EXCAVATION |
37,949.000 |
220.700 |
38,169.700 |
3,777.800 |
13,857.800 |
10,080.000 |
18.00 |
181,440.00 |
| 20800150 |
TRENCH BACKFILL |
12,402.000 |
0.000 |
12,402.000 |
2,345.820 |
3,010.220 |
664.400 |
33.00 |
21,925.20 |
| 28000400 |
PERIMETER EROS BAR |
2,191.000 |
1,900.000 |
4,091.000 |
3,371.200 |
3,919.200 |
548.000 |
2.50 |
1,370.00 |
| 40201000 |
AGGREGATE-TEMP ACCESS |
5,107.000 |
0.000 |
5,107.000 |
517.560 |
892.940 |
375.380 |
26.50 |
9,947.57 |
| 44000100 |
PAVEMENT REM |
12,921.000 |
0.000 |
12,921.000 |
2,197.360 |
2,953.960 |
756.600 |
10.00 |
7,566.00 |
| 44000200 |
DRIVE PAVEMENT REM |
10,421.000 |
0.000 |
10,421.000 |
555.600 |
596.000 |
40.400 |
3.35 |
135.34 |
| 44000400 |
GUTTER REM |
3,956.000 |
0.000 |
3,956.000 |
545.000 |
799.300 |
254.300 |
1.75 |
445.03 |
| 44000500 |
COMB CURB GUTTER REM |
3,197.000 |
0.000 |
3,197.000 |
746.000 |
1,766.000 |
1,020.000 |
2.25 |
2,295.00 |
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 |
| 44000600 |
SIDEWALK REM |
13,412.000 |
0.000 |
13,412.000 |
0.000 |
3,995.900 |
3,995.900 |
1.00 |
3,995.90 |
| 50100100 |
REM EXIST STRUCT |
1.000 |
0.000 |
1.000 |
0.000 |
0.500 |
0.500 |
18,000.00 |
9,000.00 |
| 50300225 |
CONC STRUCT |
194.700 |
-31.400 |
163.300 |
0.000 |
23.460 |
23.460 |
635.00 |
14,897.10 |
| 50800205 |
REINF BARS, EPOXY CTD |
98,347.000 |
-4,230.000 |
94,117.000 |
27,310.950 |
30,156.610 |
2,845.660 |
1.20 |
3,414.79 |
| 51202230 |
FUR SOLDIER PILES WS |
2,433.000 |
-652.000 |
1,781.000 |
0.000 |
166.600 |
166.600 |
92.50 |
15,410.50 |
| 550A0050 |
STORM SEW CL A 1 12 |
1,078.000 |
0.000 |
1,078.000 |
0.000 |
141.100 |
141.100 |
26.50 |
3,739.15 |
| 550A0070 |
STORM SEW CL A 1 15 |
286.000 |
0.000 |
286.000 |
0.000 |
22.300 |
22.300 |
38.00 |
847.40 |
| 550A0120 |
STORM SEW CL A 1 24 |
270.000 |
0.000 |
270.000 |
89.300 |
190.300 |
101.000 |
55.00 |
5,555.00 |
| 550A0160 |
STORM SEW CL A 1 36 |
126.000 |
0.000 |
126.000 |
0.000 |
32.000 |
32.000 |
96.50 |
3,088.00 |
| 550A0340 |
STORM SEW CL A 2 12 |
3,597.000 |
0.000 |
3,597.000 |
203.750 |
290.750 |
87.000 |
31.00 |
2,697.00 |
| 550A0360 |
STORM SEW CL A 2 15 |
786.000 |
0.000 |
786.000 |
0.000 |
361.900 |
361.900 |
36.50 |
13,209.35 |
| 550A4800 |
SS CL A 2 EQRS 18 |
141.000 |
0.000 |
141.000 |
0.000 |
134.300 |
134.300 |
62.00 |
8,326.60 |
| 550A4900 |
SS CL A 2 EQRS 24 |
336.000 |
71.000 |
407.000 |
0.000 |
129.300 |
129.300 |
93.00 |
12,024.90 |
| 56100600 |
WATER MAIN 6 |
1,219.000 |
0.000 |
1,219.000 |
726.950 |
902.150 |
175.200 |
102.50 |
17,958.00 |
| 56100700 |
WATER MAIN 8 |
5,299.000 |
0.000 |
5,299.000 |
3,219.500 |
4,123.300 |
903.800 |
90.25 |
81,567.95 |
| 56200300 |
WATER SERV LINE 1 |
2,618.000 |
0.000 |
2,618.000 |
944.300 |
1,072.200 |
127.900 |
21.00 |
2,685.90 |
| 56400500 |
FIRE HYDNTS TO BE REM |
7.000 |
0.000 |
7.000 |
1.000 |
2.000 |
1.000 |
1,800.00 |
1,800.00 |
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 |
| 60218400 |
MAN TA 4 DIA T1F CL |
37.000 |
0.000 |
37.000 |
2.000 |
6.000 |
4.000 |
1,500.00 |
6,000.00 |
| 60218500 |
MAN TA 4 DIA T3F&G |
1.000 |
0.000 |
1.000 |
0.000 |
1.000 |
1.000 |
1,900.00 |
1,900.00 |
| 60221100 |
MAN TA 5 DIA T1F CL |
10.000 |
0.000 |
10.000 |
1.000 |
1.500 |
0.500 |
2,275.00 |
1,137.50 |
| 60223800 |
MAN TA 6 DIA T1F CL |
16.000 |
0.000 |
16.000 |
0.000 |
4.000 |
4.000 |
2,975.00 |
11,900.00 |
| 70102620 |
TR CONT & PROT 701501 |
1.000 |
0.000 |
1.000 |
0.426 |
0.443 |
0.017 |
21,000.00 |
357.00 |
| 70102622 |
TR CONT & PROT 701502 |
1.000 |
0.000 |
1.000 |
0.426 |
0.443 |
0.017 |
1,000.00 |
17.00 |
| 70102635 |
TR CONT & PROT 701701 |
1.000 |
0.000 |
1.000 |
0.426 |
0.443 |
0.017 |
1,000.00 |
17.00 |
| 70103815 |
TR CONT SURVEILLANCE |
200.000 |
0.000 |
200.000 |
66.910 |
82.170 |
15.260 |
300.00 |
4,578.00 |
| 89502380 |
REMOV EX HANDHOLE |
3.000 |
0.000 |
3.000 |
0.000 |
2.000 |
2.000 |
400.00 |
800.00 |
| 89502385 |
REMOV EX CONC FDN |
9.000 |
0.000 |
9.000 |
0.000 |
4.000 |
4.000 |
250.00 |
1,000.00 |
| FRC00600 |
LOCATE UTILITIES |
0.000 |
225,000.000 |
225,000.000 |
179,838.770 |
180,298.710 |
459.940 |
1.00 |
459.94 |
| FRC01200 |
ROAD MAINTENANCE |
0.000 |
15,000.000 |
15,000.000 |
5,890.950 |
10,735.000 |
4,844.050 |
1.00 |
4,844.05 |
| FRC02100 |
PLUG LIFT HOLES IN SS |
0.000 |
7,000.000 |
7,000.000 |
0.000 |
354.300 |
354.300 |
1.00 |
354.30 |
| FRC02200 |
TEMP INLETS |
0.000 |
8,000.000 |
8,000.000 |
2,679.830 |
8,000.000 |
5,320.170 |
1.00 |
5,320.17 |
| X9800701 |
PLUG 2X2 BOX CULV |
0.000 |
1.000 |
1.000 |
0.000 |
1.000 |
1.000 |
7,011.48 |
7,011.48 |
| X9800702 |
PL & FL EXIST PIPE CUL |
0.000 |
1.000 |
1.000 |
0.000 |
1.000 |
1.000 |
12,744.10 |
12,744.10 |
| X9800703 |
MOD MH 2-34 & 2-18 |
0.000 |
1.000 |
1.000 |
0.000 |
1.000 |
1.000 |
3,116.95 |
3,116.95 |
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 |
| X9800704 |
RESTRICT PLATE MH |
0.000 |
2.000 |
2.000 |
1.000 |
0.000 |
-1.000 |
8,097.61 |
-8,097.61 |
|
Total: |
$529,497.00 |
|
|
