|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
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
|
Contractor Invoice
Current Report 02/12/2013
| DOT Vendor: |
C03380 |
|
Contract: |
97447 |
| IL Project: |
|
From Date: |
12/14/2012 |
| Route: |
FAU 9148 |
|
|
|
| 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 )
|
| Airport: |
06-00059-00-PV & 08-00059-01-PV |
State Job: |
C-98-321-09 |
| Scope: |
MERRIAM PARKWAY TO SIMMONS ROAD
|
|
|
|
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 |
|
|
