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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0805 COHRON & SON, INC./A. M.
Contract ID:1445X
Estimate Number:0006
Pay Period End Date:10.09.2002
Contract Location:
GARLAND NORTHEASTEstimate Type:PROG
Contractor:
COHRON & SON, INC./A. M.Date Let:12.06.2001
62180 GREAT RIVER RDDate Awarded:12.27.2001
PO BOX 479Date Contract Executed:01.18.2002
Date Notice to Proceed:01.18.2002
ATLANTIC IA 50022Date Work Began:02.18.2002
Phone:Date Physical Work Completed:
(712)243-2448Date Accepted:
Escrow Agent:
Surety Co:
SAFECO INSURANCE COMPANY OF AMERICA
Counties
SEWARD
Project Number PCT Fed State Project Number Description
12445 000  0.000 BRO-TBCG-7080(51)  BRIDGE
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$466,897.85$422,116.02$44,781.83
$466,833.98Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$466,897.85$422,116.02$44,781.83
$464,538.98Retainage$-4,668.98$-4,221.16$-447.82
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
100.01%Net Earnings$462,228.87$417,894.86$44,334.01
Liquidated Damages$.00$.00$.00
Incentives$.00$.00$.00
Disincentives$.00$.00$.00
Other Contract Adj$.00$.00$.00
Appl of Training Adj$.00$.00$.00
Training Rates Adj$.00$.00$.00
Fuel Adj$53.79$.00$53.79
Bituminous Adj$.00$.00$.00
Autopay Adj$.00$.00$.00
Gasoline Adj$.00$.00$.00
Other Adj$.00$.00$.00
Price Adj$.00$.00$.00
Substandard Item Adj$.00$.00$.00
Asphalt Adj$.00$.00$.00
Diesel Fuel Adj$.00$.00$.00
Petrol Adj$.00$.00$.00
Total for Adjustments$53.79$.00$53.79
Payment$462,282.66$417,894.86$44,387.80
Project ManagerDiv. Head/Dist. Eng.
Niazi, Babrak10.09.2002Sklenar, Michael J10.15.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve10.15.2002
Controller Div. Processed
Burling, Laurie10.16.2002
Detailed breakdown of stockpiled materials
Total remaining for contract:0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 6 BRIDGE AT STA. 25+20
0001                          L006.00 120.003.000360.00
COVER CROP SEEDING ACRE3.000360.00
3.000360.00
3.000360.00

0002                          0001.10 1.501,554.0002,331.00
BARRICADE, TYPE III BDAY1,554.0002,331.00
1,876.0002,814.00
154.000231.00

0003                          0001.30 1.15222.000255.30
TYPE B HIGH INTENSITY WARNING LIGHT LDAY222.000255.30
0.0000.00
0.0000.00

0004                          0001.90 0.451,332.000599.40
SIGN DAY EACH1,332.000599.40
1,100.000495.00
-116.000-52.20

0005                          0030.60 26,000.001.00026,000.00
MOBILIZATION LS 1.00026,000.00
1.00026,000.00
0.0000.00

0006                          1009.00 2,400.001.0002,400.00
GENERAL CLEARING AND GRUBBING LS 1.0002,400.00
1.0002,400.00
0.0000.00

0007                          1010.01 2.905,669.00016,440.10
EXCAVATION (ESTABLISHED QUANTITY) CY 5,669.00016,440.10
5,669.00016,440.10
2,169.0006,290.10

0008                          1011.00 9.9926.000259.74
WATER MGAL26.000259.74
0.0000.00
-0.150-1.50

0009                          1043.50 2.001,010.0002,020.00
RIPRAP FILTER FABRIC SY 1,010.0002,020.00
1,010.0002,020.00
716.0001,432.00

0010                          1300.24 13.29102.0001,355.58
24" DRIVEWAY CULVERT PIPE LF 102.0001,355.58
102.0001,355.58
0.0000.00

0011                          2009.51 60.0010.476628.56
CRUSHED ROCK EMBEDMENT STA 10.476628.56
10.476628.56
10.476628.56

0012                          2010.03 14.10303.0004,272.30
CRUSHED ROCK SURFACE COURSE TON 303.0004,272.30
306.2104,317.56
306.2104,317.56

0013                          4050.01 6.00239.0001,434.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS CY 239.0001,434.00
239.0001,434.00
96.000576.00

0014                          4300.24 16.9568.0001,152.60
24" CULVERT PIPE LF 68.0001,152.60
68.0001,152.60
0.0000.00

0015                          4300.42 42.26128.0005,409.28
42" CULVERT PIPE LF 128.0005,409.28
128.0005,409.28
72.0003,042.72

0016                          4310.24 114.121.000114.12
24" FLARED-END SECTION EACH1.000114.12
1.000114.12
0.0000.00

0017                          4310.42 500.003.0001,500.00
42" FLARED-END SECTION EACH3.0001,500.00
3.0001,500.00
2.0001,000.00

0018                          6000.10 3,000.001.0003,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0019                          6000.11 3,000.001.0003,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0020                          6001.50 6,000.001.0006,000.00
BENT NO.1 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0021                          6001.51 6,000.001.0006,000.00
BENT NO.2 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0022                          6010.22 265.00168.90044,758.50
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 168.90044,758.50
168.90044,758.50
0.0000.00

0023                          6020.00 0.4510,650.0004,792.50
REINFORCING STEEL FOR BRIDGE LB 10,650.0004,792.50
10,650.0004,792.50
0.0000.00

0024                          6040.00 10,000.001.00010,000.00
REMOVE STRUCTURE EACH1.00010,000.00
AT STA. 25+20.9 1.00010,000.00
0.0000.00

0025                          6071.25 183,000.001.000183,000.00
TIMBER SUPERSTRUCTURE LS 1.000183,000.00
AT STA. 25+20 1.000183,000.00
0.0000.00

0026                          6080.00 2.507,750.00019,375.00
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 7,750.00019,375.00
7,750.00019,375.00
0.8002.00

0027                          6105.02 31.00798.00024,738.00
ROCK RIPRAP, TYPE B TON 798.00024,738.00
864.22026,790.82
598.15018,542.65

0028                          6210.12 18.001,995.00035,910.00
HP 10"X42# STEEL PILING LF 1,995.00035,910.00
1,934.62034,823.16
59.0001,062.00

0029                          6310.00 11.503,542.00040,733.00
STEEL SHEET PILING SF 3,542.00040,733.00
3,523.04040,514.96
0.0000.00

0030                          7020.00 900.004.0003,600.00
BRIDGE APPROACH SECTIONS EACH4.0003,600.00
4.0003,600.00
4.0003,600.00

0031                          7021.45 860.004.0003,440.00
BREAKAWAY CABLE TERMINAL EACH4.0003,440.00
4.0003,440.00
4.0003,440.00

0032                          9005.30 138.0070.0009,660.00
ASPHALTIC CONCRETE, TYPE SP2(0.5) TON 70.0009,660.00
66.4609,171.48
0.0000.00

4001                          0001.99 0.850.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH300.000255.00
Contractor Furnished Sign 240.000204.00
226.000192.10

600                           6210.59 10.800.0000.00
PILE CUT-OFF LF 100.0001,080.00
114.3801,235.30
11.000118.80

6003                          6310.15 6.900.0000.00
PAY CUT-OFF FOR STEEL SHEET PILING SF 100.000690.00
Pay cut off for Steel Sheet Piling 43.640301.12
0.0000.00

601                           6210.61 90.000.0000.00
PILE SPLICE EACH3.000270.00
5.000450.00
0.0000.00

GROUP 6 BRIDGE AT STA. 25+20Contracted464,538.98
Current466,833.98
In place466,897.64
This Estimate44,781.79

Totals for contractContracted464,538.98
Current466,833.98
In place466,897.64
This Estimate44,781.79