|
Invoice Archive
Contract Number
&
Estimate Numbers are listed below
Go to Current Estimate for this Contract Number
|
Contractor Invoice
Previous Report 10/11/2012
| DOT Vendor: |
C53100 |
|
Contract: |
72B55 |
| IL Project: |
|
From Date: |
07/19/2012 |
| Route: |
FAP 614 |
|
|
|
| Section: |
144(B-4); 144(B-5) |
To Date: |
10/11/2012 |
| Project: |
F-0614/032/ |
State Job: |
C-96-011-08 |
| Letting Date: |
01/20/2012 |
Dist/Cnty: |
06 - 017 (CASS )
|
| Airport: |
144(B-4); 144(B-5) |
State Job: |
C-96-011-08 |
| Scope: |
FAP-614, IL 78 IN CHANDLERVILLE.
|
|
|
|
Payee: |
REYHAN BROTHERS INC D/B/A |
2100 E MOFFAT AVE SPRINGFIELD , IL 62702
|
|
|
|
|
|
|
| Percent Completed: 93.17% |
Contract Awarded
Amount |
Additions |
Deductions |
Total Adjusted
Contract Value |
Total Amount
Due to Date |
| 2,731,243.58 |
69,260.55 |
41,106.30 |
2,759,397.83 |
2,570,871.76 |
|
Total retainage incld this est held by IDOT:
|
|
|
0.00
|
| Total
due after retainage: |
|
|
2,570,871.76 |
| Mobilzation Paid: | | | 16,114.34 |
| Total
paid this estimate: |
|
|
2,570,871.76 |
|
Previous payments to contractor: |
|
|
-1,267,261.45 |
|
Payment to contractor this estimate: |
|
| 1,303,610.31 |
| |
|
Voucher # CC06594 | Date: 10/15/2012 |
|
1
of 1
|
1,303,610.31 |
|
---------------------------------------------------------------------------------------------------------------------------------------------- |
|
Includes final mobilization
|
|
Pay Estimate Number: 03 |
Total: |
1,303,610.31 |
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 |
| X0504200 |
CONCRETE HEADWALL |
2.000 |
0.000 |
2.000 |
0.000 |
1.000 |
1.000 |
3,328.91 |
3,328.91 |
| X2070304 |
POROUS GRAN EMB SPEC |
489.000 |
0.000 |
489.000 |
51.100 |
103.300 |
52.200 |
5.41 |
282.40 |
| X4401198 |
HMA SURF REM VAR DP |
8,678.000 |
0.000 |
8,678.000 |
0.000 |
8,518.900 |
8,518.900 |
3.22 |
27,430.86 |
| Z0001900 |
ASB BEARING PAD REMOV |
44.000 |
0.000 |
44.000 |
0.000 |
44.000 |
44.000 |
31.81 |
1,399.64 |
| Z0013798 |
CONSTRUCTION LAYOUT |
1.000 |
0.000 |
1.000 |
0.280 |
1.000 |
0.720 |
12,822.43 |
9,232.15 |
| Z0023602 |
GRAN CULVERT BACKFILL |
278.000 |
0.000 |
278.000 |
139.000 |
278.000 |
139.000 |
63.19 |
8,783.41 |
| Z0046304 |
P UNDR FOR STRUCT 4 |
125.000 |
0.000 |
125.000 |
40.000 |
125.000 |
85.000 |
19.14 |
1,626.90 |
| 20200100 |
EARTH EXCAVATION |
3,373.000 |
0.000 |
3,373.000 |
2,530.000 |
3,373.000 |
843.000 |
19.00 |
16,017.00 |
| 20200500 |
EARTH EXC WID |
463.000 |
0.000 |
463.000 |
279.000 |
463.000 |
184.000 |
33.95 |
6,246.80 |
| 20300100 |
CHANNEL EXCAVATION |
2,266.000 |
0.000 |
2,266.000 |
2,005.000 |
2,266.000 |
261.000 |
8.44 |
2,202.84 |
| 28100107 |
STONE RIPRAP CL A4 |
2,948.000 |
0.000 |
2,948.000 |
351.800 |
2,469.900 |
2,118.100 |
31.30 |
66,296.53 |
| 28200200 |
FILTER FABRIC |
2,948.000 |
0.000 |
2,948.000 |
351.800 |
2,469.900 |
2,118.100 |
3.31 |
7,010.91 |
| 31100100 |
SUB GRAN MAT A |
805.000 |
0.000 |
805.000 |
356.750 |
805.000 |
448.250 |
28.21 |
12,645.13 |
| 35800100 |
PREPARATION OF BASE |
1,146.000 |
0.000 |
1,146.000 |
0.000 |
653.400 |
653.400 |
8.02 |
5,240.27 |
| 40200800 |
AGG SURF CSE B |
199.000 |
0.000 |
199.000 |
0.000 |
82.110 |
82.110 |
37.73 |
3,098.01 |
| 40600625 |
LEV BIND MM N50 |
506.000 |
0.000 |
506.000 |
0.000 |
506.000 |
506.000 |
120.84 |
61,145.04 |
| 40600982 |
HMA SURF REM BUTT JT |
160.000 |
0.000 |
160.000 |
0.000 |
123.400 |
123.400 |
3.48 |
429.43 |
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 |
| 40600990 |
TEMPORARY RAMP |
240.000 |
0.000 |
240.000 |
0.000 |
65.500 |
65.500 |
8.58 |
561.99 |
| 40603080 |
HMA BC IL-19.0 N50 |
3,296.000 |
0.000 |
3,296.000 |
1,350.360 |
3,266.720 |
1,916.360 |
100.37 |
192,345.06 |
| 40603310 |
HMA SC "C" N50 |
1,278.000 |
0.000 |
1,278.000 |
0.000 |
1,278.000 |
1,278.000 |
100.93 |
128,988.54 |
| 40800050 |
INCIDENTAL HMA SURF |
194.000 |
0.000 |
194.000 |
0.000 |
95.140 |
95.140 |
196.65 |
18,709.28 |
| 42001500 |
PCC BR APPR SHLD PAVT |
28.000 |
0.000 |
28.000 |
14.000 |
28.000 |
14.000 |
278.08 |
3,893.12 |
| 44000200 |
DRIVE PAVEMENT REM |
62.000 |
0.000 |
62.000 |
0.000 |
62.000 |
62.000 |
19.03 |
1,179.86 |
| 48101200 |
AGGREGATE SHLDS B |
342.000 |
0.000 |
342.000 |
0.000 |
342.000 |
342.000 |
52.85 |
18,074.70 |
| 48203023 |
HMA SHOULDERS 6 1/2 |
3,144.000 |
0.000 |
3,144.000 |
0.000 |
2,981.800 |
2,981.800 |
34.51 |
102,901.92 |
| 48203100 |
HMA SHOULDERS |
197.000 |
0.000 |
197.000 |
0.000 |
196.320 |
196.320 |
111.87 |
21,962.32 |
| 50105220 |
PIPE CULVERT REMOV |
147.000 |
0.000 |
147.000 |
96.000 |
143.000 |
47.000 |
6.33 |
297.51 |
| 50300225 |
CONC STRUCT |
69.600 |
0.000 |
69.600 |
31.400 |
68.200 |
36.800 |
585.03 |
21,529.11 |
| 50300255 |
CONC SUP-STR |
298.600 |
0.000 |
298.600 |
155.400 |
298.600 |
143.200 |
1,178.23 |
168,722.54 |
| 50300260 |
BR DECK GROOVING |
805.000 |
0.000 |
805.000 |
0.000 |
679.900 |
679.900 |
5.39 |
3,664.66 |
| 50500105 |
F & E STRUCT STEEL |
1.000 |
0.000 |
1.000 |
0.500 |
1.000 |
0.500 |
284,472.94 |
142,236.47 |
| 50500505 |
STUD SHEAR CONNECTORS |
3,312.000 |
0.000 |
3,312.000 |
0.000 |
3,312.000 |
3,312.000 |
3.40 |
11,260.80 |
| 50800205 |
REINF BARS, EPOXY CTD |
136,726.000 |
0.000 |
136,726.000 |
67,175.000 |
136,390.000 |
69,215.000 |
1.09 |
75,444.35 |
| 50800515 |
BAR SPLICERS |
914.000 |
0.000 |
914.000 |
80.000 |
0.000 |
-80.000 |
17.03 |
-1,362.40 |
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 |
| 51500100 |
NAME PLATES |
2.000 |
0.000 |
2.000 |
1.000 |
2.000 |
1.000 |
346.61 |
346.61 |
| 52100520 |
ANCHOR BOLTS 1 |
24.000 |
0.000 |
24.000 |
12.000 |
24.000 |
12.000 |
103.11 |
1,237.32 |
| 54003000 |
CONC BOX CUL |
218.100 |
0.000 |
218.100 |
109.050 |
218.100 |
109.050 |
597.09 |
65,112.67 |
| 542A0217 |
P CUL CL A 1 12 |
44.000 |
0.000 |
44.000 |
0.000 |
37.600 |
37.600 |
42.21 |
1,587.10 |
| 54213657 |
PRC FLAR END SEC 12 |
4.000 |
0.000 |
4.000 |
0.000 |
4.000 |
4.000 |
675.42 |
2,701.68 |
| 59100100 |
GEOCOMPOSITE WALL DR |
120.000 |
0.000 |
120.000 |
0.000 |
73.600 |
73.600 |
21.06 |
1,550.02 |
| 60900215 |
TY C INLET BOX 609001 |
4.000 |
0.000 |
4.000 |
0.000 |
4.000 |
4.000 |
1,839.12 |
7,356.48 |
| 63000001 |
SPBGR TY A 6FT POSTS |
500.000 |
0.000 |
500.000 |
225.000 |
500.000 |
275.000 |
20.84 |
5,731.00 |
| 63100085 |
TRAF BAR TERM T6 |
4.000 |
0.000 |
4.000 |
2.000 |
4.000 |
2.000 |
3,081.61 |
6,163.22 |
| 63100167 |
TR BAR TRM T1 SPL TAN |
4.000 |
0.000 |
4.000 |
2.000 |
4.000 |
2.000 |
2,664.74 |
5,329.48 |
| 63200310 |
GUARDRAIL REMOV |
861.000 |
0.000 |
861.000 |
861.000 |
852.500 |
-8.500 |
5.69 |
-48.36 |
| 67000400 |
ENGR FIELD OFFICE A |
12.000 |
0.000 |
12.000 |
4.000 |
7.000 |
3.000 |
1,493.07 |
4,479.21 |
| 67100100 |
MOBILIZATION |
1.000 |
0.000 |
1.000 |
0.900 |
1.000 |
0.100 |
161,143.37 |
16,114.34 |
| 70100405 |
TRAF CONT-PROT 701321 |
1.000 |
0.000 |
1.000 |
0.520 |
1.000 |
0.480 |
12,363.20 |
5,934.34 |
| 70100450 |
TRAF CONT-PROT 701201 |
1.000 |
0.000 |
1.000 |
0.380 |
0.770 |
0.390 |
3,703.85 |
1,444.50 |
| 70100460 |
TRAF CONT-PROT 701306 |
1.000 |
0.000 |
1.000 |
0.250 |
1.000 |
0.750 |
6,285.68 |
4,714.26 |
| 70100500 |
TRAF CONT-PROT 701326 |
1.000 |
0.000 |
1.000 |
0.520 |
1.000 |
0.480 |
10,057.07 |
4,827.39 |
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 |
| 70106500 |
TEMP BR TRAF SIGNALS |
1.000 |
0.000 |
1.000 |
0.520 |
1.000 |
0.480 |
20,948.58 |
10,055.32 |
| 70300100 |
SHORT TERM PAVT MKING |
2,549.000 |
0.000 |
2,549.000 |
392.000 |
1,641.100 |
1,249.100 |
1.26 |
1,573.87 |
| 70300230 |
TEMP PVT MK LINE 5 |
11,363.000 |
0.000 |
11,363.000 |
3,150.000 |
5,831.000 |
2,681.000 |
0.42 |
1,126.02 |
| 70300280 |
TEMP PVT MK LINE 24 |
60.000 |
0.000 |
60.000 |
22.000 |
44.000 |
22.000 |
5.87 |
129.14 |
| 70301000 |
WORK ZONE PAVT MK REM |
3,390.000 |
0.000 |
3,390.000 |
206.600 |
371.200 |
164.600 |
1.82 |
299.57 |
| 78200410 |
GUARDRAIL MKR TYPE A |
16.000 |
0.000 |
16.000 |
8.000 |
16.000 |
8.000 |
8.97 |
71.76 |
| 78201000 |
TERMINAL MARKER - DA |
4.000 |
0.000 |
4.000 |
2.000 |
4.000 |
2.000 |
36.94 |
73.88 |
| 78300200 |
RAISED REF PVT MK REM |
74.000 |
0.000 |
74.000 |
0.000 |
48.000 |
48.000 |
15.56 |
746.88 |
| X9600600 |
REM & REINSTALL GUARDR |
0.000 |
1.000 |
1.000 |
0.000 |
1.000 |
1.000 |
9,829.05 |
9,829.05 |
| X9600700 |
CONCRETE PAD |
0.000 |
4.500 |
4.500 |
0.000 |
4.500 |
4.500 |
475.00 |
2,137.50 |
| X9600701 |
PAVEMENT MESH |
0.000 |
20.000 |
20.000 |
0.000 |
20.000 |
20.000 |
8.00 |
160.00 |
|
Total: |
$1,303,610.31 |
|
|
