|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Please note:
All estimates are listed. Credit invoices are not processed
for payment, however, they are provided for access to pay items which
may be new or reduced work in place for the estimate.
Archive 97447 / 15
Archive 97447 / 14
Archive 97447 / 13
Archive 97447 / 12
Archive 97447 / 11
Archive 97447 / 10
Archive 97447 / 09
Archive 97447 / 08
Archive 97447 / 07
Archive 97447 / 06
Archive 97447 / 05
Archive 97447 / 04
Archive 97447 / 03
Archive 97447 / 01
Archive 97447 / 00
|
State of Illinois
Department of Transportation
Current Report
| DOT Vendor: |
C03380 |
|
Contract: |
97447 |
| Route: |
FAU 9148 |
|
From Date: |
12/14/2012 |
| Section: |
06-00059-00-PV & 08-00059-01-PV |
To Date: |
02/12/2013
|
| Project: |
M-5011/261/000 |
State Job: |
C-98-321-09 |
| Letting Date: |
06/17/2011 |
|
Dist/Cnty: |
08 - 163
(ST. CLAIR ) |
|
|
|
|
|
|
Payee: |
BAXMEYER CONSTRUCTION INC
|
|
|
|
|
1034 FLORAVILLE RD
|
|
|
|
|
WATERLOO , IL 62298
|
|
|
| Percent Completed: 97.56% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 2,275,587.29 |
193,986.61 |
54,819.00 |
2,414,754.90 |
2,355,873.23 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00 |
| Total due after retainage: |
|
|
2,355,873.23 |
| Total
paid this estimate: |
|
|
2,355,873.23 |
|
Previous payments to contractor: |
|
|
-2,243,530.89 |
|
Payment to contractor this estimate: |
|
| 112,342.34 |
| |
|
Voucher # CC14514 | Date: 02/20/2013 |
|
1
of 1
|
112,342.34 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
|
|
Pay Estimate Number: 16 |
Total: |
112,342.34 |
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 |
| XX008481 |
REM & RELAY SS 18 |
44.000 |
10.000 |
54.000 |
44.000 |
54.000 |
10.000 |
39.00 |
390.00 |
| X6024242 |
INLETS SPL N1 |
7.000 |
1.000 |
8.000 |
7.000 |
8.000 |
1.000 |
1,560.00 |
1,560.00 |
| Z0056608 |
STORM SEW WM REQ 12 |
349.000 |
1.000 |
350.000 |
349.000 |
350.000 |
1.000 |
43.50 |
43.50 |
| 20200100 |
EARTH EXCAVATION |
5,186.000 |
298.000 |
5,484.000 |
5,186.000 |
5,484.000 |
298.000 |
15.69 |
4,675.62 |
| 25000100 |
SEEDING CL 1 |
2.000 |
1.260 |
3.260 |
2.000 |
3.260 |
1.260 |
1,374.95 |
1,732.44 |
| 25000400 |
NITROGEN FERT NUTR |
189.000 |
117.000 |
306.000 |
189.000 |
306.000 |
117.000 |
1.66 |
194.22 |
| 25000500 |
PHOSPHORUS FERT NUTR |
189.000 |
117.000 |
306.000 |
189.000 |
306.000 |
117.000 |
1.66 |
194.22 |
| 25000600 |
POTASSIUM FERT NUTR |
189.000 |
117.000 |
306.000 |
189.000 |
306.000 |
117.000 |
1.66 |
194.22 |
| 25100115 |
MULCH METHOD 2 |
2.000 |
1.260 |
3.260 |
2.000 |
3.260 |
1.260 |
1,225.15 |
1,543.69 |
| 28000400 |
PERIMETER EROS BAR |
3,860.000 |
44.000 |
3,904.000 |
3,860.000 |
3,904.000 |
44.000 |
2.09 |
91.96 |
| 28100707 |
STONE DUMP RIP CL A4 |
136.000 |
53.400 |
189.400 |
136.000 |
189.400 |
53.400 |
66.68 |
3,560.71 |
| 28200200 |
FILTER FABRIC |
136.000 |
53.400 |
189.400 |
136.000 |
189.400 |
53.400 |
3.00 |
160.20 |
| 31100910 |
SUB GRAN MAT A 12 |
4,863.000 |
2,000.000 |
6,863.000 |
4,863.000 |
6,863.000 |
2,000.000 |
12.30 |
24,600.00 |
| 40201000 |
AGGREGATE-TEMP ACCESS |
350.000 |
53.310 |
403.310 |
350.000 |
403.310 |
53.310 |
25.00 |
1,332.75 |
| 40603340 |
HMA SC "D" N70 |
2,383.000 |
0.820 |
2,383.820 |
2,383.000 |
2,383.820 |
0.820 |
96.03 |
78.74 |
| 40800050 |
INCIDENTAL HMA SURF |
28.000 |
15.430 |
43.430 |
28.000 |
43.430 |
15.430 |
238.61 |
3,681.75 |
| 42300200 |
PCC DRIVEWAY PAVT 6 |
214.000 |
46.800 |
260.800 |
214.000 |
260.800 |
46.800 |
74.90 |
3,505.32 |
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 |
| 42400100 |
PC CONC SIDEWALK 4 |
17,278.000 |
1.000 |
17,279.000 |
17,278.000 |
17,279.000 |
1.000 |
5.24 |
5.24 |
| 44000100 |
PAVEMENT REM |
14,485.000 |
-864.000 |
13,621.000 |
14,485.000 |
13,621.000 |
-864.000 |
2.58 |
-2,229.12 |
| 44000200 |
DRIVE PAVEMENT REM |
227.000 |
18.000 |
245.000 |
227.000 |
245.000 |
18.000 |
5.60 |
100.80 |
| 50105220 |
PIPE CULVERT REMOV |
543.000 |
40.000 |
583.000 |
543.000 |
583.000 |
40.000 |
9.10 |
364.00 |
| 542D0220 |
P CUL CL D 1 15 |
55.000 |
5.000 |
60.000 |
55.000 |
60.000 |
5.000 |
44.60 |
223.00 |
| 550A2400 |
SS RG CL A 1 36 |
54.000 |
4.000 |
58.000 |
54.000 |
58.000 |
4.000 |
81.00 |
324.00 |
| 550A2520 |
SS RG CL A 2 12 |
554.000 |
1.000 |
555.000 |
554.000 |
555.000 |
1.000 |
31.00 |
31.00 |
| 60600095 |
CLASS SI CONC OUTLET |
5.500 |
0.600 |
6.100 |
5.500 |
6.100 |
0.600 |
780.00 |
468.00 |
| 60606200 |
COMB CC&G TB9.12 MOD |
151.000 |
2.000 |
153.000 |
151.000 |
153.000 |
2.000 |
35.31 |
70.62 |
| 60608300 |
COMB CC&G TM2.12 |
258.000 |
1.000 |
259.000 |
258.000 |
259.000 |
1.000 |
33.17 |
33.17 |
| 63000001 |
SPBGR TY A 6FT POSTS |
12.500 |
62.500 |
75.000 |
0.000 |
75.000 |
75.000 |
202.77 |
15,207.75 |
| 63100167 |
TR BAR TRM T1 SPL TAN |
1.000 |
0.000 |
1.000 |
0.000 |
1.000 |
1.000 |
9,175.25 |
9,175.25 |
| 63200310 |
GUARDRAIL REMOV |
47.000 |
138.000 |
185.000 |
47.000 |
185.000 |
138.000 |
24.34 |
3,358.92 |
| 70300240 |
TEMP PVT MK LINE 6 |
125.000 |
24.000 |
149.000 |
125.000 |
149.000 |
24.000 |
0.31 |
7.44 |
| 72000100 |
SIGN PANEL T1 |
290.000 |
7.520 |
297.520 |
290.000 |
297.520 |
7.520 |
22.82 |
171.61 |
| 72900200 |
METAL POST TY B |
421.000 |
13.500 |
434.500 |
421.000 |
434.500 |
13.500 |
13.79 |
186.17 |
| 73000100 |
WOOD SIN SUPPORT |
30.000 |
30.000 |
60.000 |
30.000 |
60.000 |
30.000 |
12.87 |
386.10 |
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 |
| 78200410 |
GUARDRAIL MKR TYPE A |
1.000 |
3.000 |
4.000 |
0.000 |
4.000 |
4.000 |
26.75 |
107.00 |
| 78201000 |
TERMINAL MARKER - DA |
1.000 |
3.000 |
4.000 |
0.000 |
4.000 |
4.000 |
53.50 |
214.00 |
| FRC00300 |
SUBGRADE SOFT SPOT REP |
0.000 |
22,185.610 |
22,185.610 |
20,136.510 |
22,185.610 |
2,049.100 |
1.00 |
2,049.10 |
| FRC00500 |
GATOR-MILL PAVEMENT |
0.000 |
4,880.530 |
4,880.530 |
0.000 |
4,880.530 |
4,880.530 |
1.00 |
4,880.53 |
| FRC00600 |
BREAKUP THICK ASPHALT |
0.000 |
4,162.690 |
4,162.690 |
0.000 |
4,162.690 |
4,162.690 |
1.00 |
4,162.69 |
| FRC00800 |
ADDITIONAL DRIVEWAY GR |
0.000 |
3,172.630 |
3,172.630 |
0.000 |
3,172.630 |
3,172.630 |
1.00 |
3,172.63 |
| X9800700 |
EROSION CONTROL STRAW |
0.000 |
1,195.000 |
1,195.000 |
0.000 |
1,195.000 |
1,195.000 |
1.58 |
1,888.10 |
| X9800900 |
TRAF BAR TERM ES |
0.000 |
3.000 |
3.000 |
0.000 |
3.000 |
3.000 |
6,815.00 |
20,445.00 |
|
Total: |
$112,342.34 |
|
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|
