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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0875 BROWER CONSTRUCTION CO.
Contract ID:32041
Estimate Number:0019
Pay Period End Date:01.15.2003
Contract Location:
NEWCASTLE NORTHEstimate Type:PROG
Contractor:
BROWER CONSTRUCTION CO.Date Let:02.22.2001
2220 HAWKEYE DRIVEDate Awarded:03.08.2001
PO BOX 1137Date Contract Executed:03.16.2001
Date Notice to Proceed:03.16.2001
SIOUX CITY IA 51102Date Work Began:04.23.2001
Phone:Date Physical Work Completed:
(712)252-2766Date Accepted:
Escrow Agent:
Surety Co:
FEDERAL INSURANCE COMPANY
Counties
CEDAR
DIXON
Project Number PCT Fed State Project Number Description
31204 1001  0.000 DPS-EACNH-57-4(108)  GDRL ELEC BIT
31290 000  0.000 EACSTPD-EACBR-57-4(110)  GR SEED BR GDRL BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$2,757,361.97$2,755,658.69$1,703.28
$2,865,016.18Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$2,757,361.97$2,755,658.69$1,703.28
$2,766,874.44Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
96.24%Net Earnings$2,732,361.97$2,730,658.69$1,703.28
Liquidated Damages$.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$.00
Fuel Adj$.00$.00$.00
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$.00
Total for Adjustments$.00$.00$.00
Payment$2,732,361.97$2,730,658.69$1,703.28
Project ManagerDiv. Head/Dist. Eng.
Wiebelhaus, Bob01.16.2003Boyle, Pat01.16.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve01.17.2003
Controller Div. Processed
Burling, Laurie01.17.2003
Detailed breakdown of stockpiled materials
Est Nbr:0003
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment12,130.21453029
Epoxy Resteel for bridge
S.P. Initial Payment305.16453029
Epoxy Resteel for bridge
Total for estimate 0003:12,435.37
Est Nbr:0004
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-708.64453029
Epoxy Resteel for bridge
Total for estimate 0004:-708.64
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-276.49453029
Epoxy Resteel for bridge
Total for estimate 0005:-276.49
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-3,838.14453029
Epoxy Resteel for bridge
Total for estimate 0006:-3,838.14
Est Nbr:0007
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-326.33453029
Epoxy Resteel for bridge
Total for estimate 0007:-326.33
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-580.98453029
Epoxy Resteel for bridge
Total for estimate 0008:-580.98
Est Nbr:0009
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-870.44453029
Epoxy Resteel for bridge
Total for estimate 0009:-870.44
Est Nbr:0010
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-658.81453029
Epoxy Resteel for bridge
Total for estimate 0010:-658.81
Est Nbr:0011
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-890.92453029
Epoxy Resteel for bridge
Total for estimate 0011:-890.92
Est Nbr:0012
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00316131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-3,979.46453029
Epoxy Resteel for bridge
S.P. Adjustment-305.16453029
Epoxy Resteel for bridge
Total for estimate 0012:-4,284.62
Total remaining for contract:0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 7 GUARDRAIL
0036                          0030.70 292.871.000292.87
MOBILIZATION LS 1.000292.87
1.000292.87
0.0000.00

0037                          7011.20 42.7453.4002,282.32
W-BEAM GUARDRAIL m 53.4002,282.32
53.4002,282.32
0.0000.00

0040                          7020.00 1,221.002.0002,442.00
BRIDGE APPROACH SECTIONS EACH2.0002,442.00
2.0002,442.00
0.0000.00

0041                          7021.70 1,526.252.0003,052.50
GUARDRAIL END TREATMENT, SRT-350 EACH2.0003,052.50
2.0003,052.50
0.0000.00

GROUP 7 GUARDRAILContracted8,069.69
Current8,069.69
In place8,069.69
This Estimate0.00

GROUP 8B ELECTRICAL
0042                          A009.14 1,800.002.0003,600.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 EACH2.0003,600.00
2.0003,600.00
0.0000.00

0043                          A020.10 1,600.001.0001,600.00
LIGHTING CONTROL CENTER, TYPE D EACH1.0001,600.00
1.0001,600.00
0.0000.00

0044                          A070.10 5.0080.000400.00
38 mm CONDUIT IN TRENCH m 80.000400.00
87.740438.70
0.0000.00

0045                          A072.10 5.0010.00050.00
38 mm CONDUIT UNDER ROADWAY m 10.00050.00
7.91039.55
0.0000.00

0046                          A080.22 1.0090.00090.00
STREET LIGHTING CABLE, NO. 6 BARE m 90.00090.00
95.65095.65
0.0000.00

0047                          A080.24 1.65180.000297.00
STREET LIGHTING CABLE, NO. 6 USE m 180.000297.00
191.300315.65
0.0000.00

0048                          0030.81 2,182.001.0002,182.00
MOBILIZATION LS 1.0002,182.00
1.0002,182.00
0.0000.00

GROUP 8B ELECTRICALContracted8,219.00
Current8,219.00
In place8,271.55
This Estimate0.00

GROUP 9 BITUMINOUS
0049                          L001.01 2,115.953.5007,405.82
SEEDING, TYPE A ha 3.5007,405.82
0.410867.54
0.0000.00

0050                          L001.02 1,064.543.5003,725.89
SEEDING, TYPE B ha 3.5003,725.89
3.6353,869.60
0.0000.00

0051                          L020.00 1.651,400.0002,310.00
EROSION CONTROL m2 1,400.0002,310.00
1,938.0993,197.86
0.0000.00

0052                          L020.02 1.5710,142.00015,922.94
EROSION CONTROL, TYPE B m2 10,142.00015,922.94
9,896.64015,537.72
0.0000.00

0053                          L020.07 3.784,973.00018,797.94
EROSION CONTROL, TYPE B-1 m2 4,973.00018,797.94
2,765.00010,451.70
0.0000.00

0055                          L032.75 78.7835.0002,757.30
MULCH Mg 35.0002,757.30
18.2031,434.03
0.0000.00

0058                          0030.90 20,708.541.00020,708.54
MOBILIZATION LS 1.00020,708.54
1.00020,708.54
0.0000.00

0060                          1020.03 12.5093.0001,162.50
DELINEATOR, TYPE III EACH93.0001,162.50
94.0001,175.00
0.0000.00

0063                          2001.00 17.3318.000311.94
GRAVEL SURFACE COURSE m3 18.000311.94
0.0000.00
0.0000.00

0065                          2021.00 50.002.000100.00
MAILBOX POST EACH2.000100.00
2.000100.00
0.0000.00

0066                          3014.12 69.00152.00010,488.00
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER m 152.00010,488.00
213.70014,745.30
0.0000.00

0067                          3016.21 43.05802.00034,526.10
CONCRETE CLASS 47B-20 SIDEWALKS m2 802.00034,526.10
726.50631,276.08
0.0000.00

0067                          3016.21 43.050.0000.00
CONCRETE CLASS 47B-20 SIDEWALKS m2 -68.000-2,927.40
Concrete Class 47B-20 SidewalksReduced Quantity 0.0000.00
0.0000.00

0069                          5812.00 780.004.0003,120.00
EXHIBIT BASE EACH0.0000.00
0.0000.00
0.0000.00

0070                          5812.01 900.004.0003,600.00
PILLAR BASE EACH0.0000.00
0.0000.00
0.0000.00

0071                          6406.00 50.50640.00032,320.00
PEDESTRIAN HANDRAIL m 640.00032,320.00
0.0000.00
0.0000.00

0071                          6406.00 50.500.0000.00
PEDESTRIAN HANDRAIL m -640.000-32,320.00
Quantity Reduction-- Unit Price adjustment 0.0000.00
0.0000.00

0073                          9000.75 17.23500.0008,615.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE Mg 500.0008,615.00
SP2(12.5) 2.00034.46
0.0000.00

0076                          9005.30 17.2320,030.000345,116.90
ASPHALTIC CONCRETE, TYPE SP2(12.5) Mg 20,030.000345,116.90
20,176.530347,641.61
0.0000.00

0077                          9009.00 2.70698.0001,884.60
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 698.0001,884.60
478.2601,291.30
0.0000.00

0078                          9020.91 176.8126.0004,597.06
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING Mg 26.0004,597.06
0.08214.50
0.0000.00

0079                          9021.01 176.811,041.560184,158.22
PERFORMANCE GRADED BINDER (64-22) Mg 1,041.560184,158.22
774.612136,959.14
0.0000.00

0080                          9034.00 2.50698.0001,745.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS m2 698.0001,745.00
478.2601,195.65
0.0000.00

0081                          9053.00 0.219,210.0001,934.10
TACK COAT L 9,210.0001,934.10
25,300.0005,313.00
0.0000.00

0086                          9111.00 2.60839.0002,181.40
WATER kL 839.0002,181.40
141.950369.07
0.0000.00

0088                          9170.01 2,573.609.49424,433.76
EARTH SHOULDER CONSTRUCTION StaM9.49424,433.76
9.42424,253.61
0.0000.00

0089                          9171.20 0.7933,863.00026,751.77
SUBGRADE RECONSTRUCTION m2 33,863.00026,751.77
21,751.63617,183.79
0.0000.00

0090                          9173.20 0.766,898.0005,242.48
SUBGRADE PREPARATION m2 6,898.0005,242.48
18,939.57914,394.08
0.0000.00

0092                          9188.50 11.00360.0003,960.00
SURFACING UNDER GUARDRAIL m2 360.0003,960.00
360.0003,960.00
0.0000.00

0093                          9300.50 773.041.000773.04
ASPHALT PAVEMENT SMOOTHNESS TESTING LS 1.000773.04
1.000773.04
0.0000.00

0409                          6406.00 110.250.0000.00
PEDESTRIAN HANDRAIL m 28.0003,087.00
Design Revision--- Unit Price Adjustment 28.0003,087.00
0.0000.00

0410                          4103.20 1,008.730.0000.00
CONCRETE STEPS EACH7.0007,061.11
Plan revision to include steps in overlook walkway 7.0007,061.11
0.0000.00

0411                          L070.05 65.100.0000.00
MOWING HOUR14.000911.40
Mowing new growth in overlook area, to access new build siteSeeding from grading contract. 19.5001,269.45
0.0000.00

0412                          6990.11 3,427.000.0000.00
LOWER EACH1.0003,427.00
Lower Footing and Core Wall 1.0003,427.00
0.0000.00

0413                          6990.15 6,024.000.0000.00
UPPER FOOTING AND CORE WALL EACH1.0006,024.00
1.0006,024.00
0.0000.00

0414                          4093.90 15,049.250.0000.00
STONE VENEER WALL WITH CAPSTONE EACH1.00015,049.25
Upper Overlook : Stone veneer and capstone 1.00015,049.25
0.0000.00

0415                          4093.92 8,103.450.0000.00
STONE VENEER WALL WITH CAPSTONE EACH1.0008,103.45
LowerOverlook: Stone Veneer and Capstone 1.0008,103.45
0.0000.00

0601                          9300.56 0.59620.0000.00
SUPERPAVE QUALITY INCENTIVE Mg 0.0000.00
Superpave Quality Incentive Pay Factor 103.436% 0.0000.00
0.0000.00

0604                          9300.60 0.48240.0000.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE Mg 4,390.4302,117.94
Newcastle project 57-4 (108) 4,390.4302,117.94
0.0000.00

0605                          9300.64 4.95070.0000.00
SMOOTHNESS INCENTIVE-ASPHALT CEMENT Mg 166.836825.95
Newcastle North 57-4 (108) 166.836825.95
0.0000.00

0608                          9300.56 0.6040.0000.00
SUPERPAVE QUALITY INCENTIVE Mg 0.0000.00
Quality Incentice - Asphaltic Concrete, Type SP2 (12.5) 0.0000.00
-20,178.530-12,187.83

0609                          9300.56 0.5810.0000.00
SUPERPAVE QUALITY INCENTIVE Mg 20,178.53011,723.73
Recomputed superpave incentive 103.370 % 20,178.53011,723.73
20,178.53011,723.73

GROUP 9 BITUMINOUSContracted768,650.31
Current785,013.74
In place715,435.50
This Estimate-464.10

GROUP 10A GENERAL ITEMS
0095                          0001.10 2.00348.000696.00
BARRICADE, TYPE III BDAY348.000696.00
1,972.0003,944.00
0.0000.00

0096                          0001.30 2.2558.000130.50
TYPE B HIGH INTENSITY WARNING LIGHT LDAY58.000130.50
195.000438.75
0.0000.00

0097                          0001.90 0.10464.00046.40
SIGN DAY EACH464.00046.40
2,859.000285.90
0.0000.00

0102                          0010.04 1,700.001.0001,700.00
FIELD OFFICE EACH1.0001,700.00
1.0001,700.00
0.0000.00

0103                          0030.00 566.041.000566.04
MOBILIZATION LS 1.000566.04
1.000566.04
0.0000.00

GROUP 10A GENERAL ITEMSContracted3,138.94
Current3,138.94
In place6,934.69
This Estimate0.00

GROUP 6 BRIDGE AT STA. 48+86.40
0001                          0030.60 25,312.501.00025,312.50
MOBILIZATION LS 1.00025,312.50
1.00025,312.50
0.0000.00

0002                          1043.50 2.53422.0001,067.66
RIPRAP FILTER FABRIC m2 422.0001,067.66
422.0001,067.67
0.0000.00

0003                          3050.15 258.19117.10030,234.05
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 117.10030,234.05
117.10030,234.05
0.0000.00

0004                          3051.10 1.377,695.00010,542.15
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 7,695.00010,542.15
7,695.00010,542.15
0.0000.00

0005                          6000.10 5,062.501.0005,062.50
ABUTMENT NO.1 EXCAVATION LS 1.0005,062.50
1.0005,062.50
0.0000.00

0006                          6000.11 5,062.501.0005,062.50
ABUTMENT NO.2 EXCAVATION LS 1.0005,062.50
1.0005,062.50
0.0000.00

0007                          6010.22 470.8147.70022,457.64
CLASS 47B-20 CONCRETE FOR BRIDGE m3 47.70022,457.64
47.70022,457.63
0.0000.00

0008                          6010.26 506.2571.50036,196.88
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 71.50036,196.88
80.10540,553.16
0.0000.00

0009                          6011.11 101,250.001.000101,250.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000101,250.00
AT STA. 48+86.40 1.000101,250.00
0.0000.00

0010                          6040.00 18,225.001.00018,225.00
REMOVE STRUCTURE EACH1.00018,225.00
AT STA. 48+90.60 1.00018,225.00
0.0000.00

0011                          6104.00 22.28415.0009,246.20
BROKEN CONCRETE RIPRAP Mg 415.0009,246.20
204.0184,545.52
0.0000.00

0012                          6131.50 1.3710,430.00014,289.10
EPOXY COATED REINFORCING STEEL kg 10,430.00014,289.10
10,430.00014,289.11
0.0000.00

0013                          6139.50 33.4134.0001,135.94
SUBSURFACE DRAINAGE MATTING m2 34.0001,135.94
34.0001,135.95
0.0000.00

0014                          6200.00 85.05377.90032,140.39
CONCRETE PILING m 377.90032,140.39
376.44032,016.22
0.0000.00

0015                          6310.00 126.56254.50032,209.52
STEEL SHEET PILING m2 254.50032,209.52
244.80030,981.88
0.0000.00

0016                          8091.00 36.45110.0004,009.50
GRANULAR BACKFILL m3 110.0004,009.50
110.0004,009.50
0.0000.00

0401                          6510.55 4,350.000.0000.00
TEMPORARY BRIDGE SHORING LS 1.0004,350.00
It was agreed to pay for temp shoreing because of omission from the plans 1.0004,350.00
0.0000.00

0403                          6005.60 102.960.0000.00
ELASTOMERIC BEARING EACH34.0003,500.64
Plan note was omitted that pads are subsidiary 34.0003,500.64
0.0000.00

0406                          6105.02 35.010.0000.00
ROCK RIPRAP, TYPE B Mg 250.0008,752.50
There is not enough Broken Concrete riprap to cover the intended plan area. 210.9827,386.47
0.0000.00

0408                          7050.02 1,575.000.0000.00
ADDITIONAL COMPENSATION LS 1.0001,575.00
Contractor must provide and install 10 guage galvanized sheet metal at grade beam joints as per new design 1.0001,575.00
0.0000.00

0603                          6200.50 51.030.0000.00
PAY CUT-OFF FOR CONCRETE PILING m 1.48075.52
1.48075.52
0.0000.00

GROUP 6 BRIDGE AT STA. 48+86.40Contracted348,441.53
Current366,695.19
In place363,632.97
This Estimate0.00

GROUP 6A BRIDGE AT STA. 154+20.96
0017                          0030.60 45,000.001.00045,000.00
MOBILIZATION LS 1.00045,000.00
1.00045,000.00
0.0000.00

0018                          1043.50 2.50623.0001,557.50
RIPRAP FILTER FABRIC m2 623.0001,557.50
623.0001,557.50
0.0000.00

0019                          3050.15 240.00116.40027,936.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 116.40027,936.00
116.40027,936.00
0.0000.00

0020                          3051.10 1.207,710.0009,252.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 7,710.0009,252.00
7,710.0009,252.00
0.0000.00

0021                          6000.10 5,000.001.0005,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0022                          6000.11 5,000.001.0005,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0023                          6001.50 5,000.001.0005,000.00
BENT NO.1 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0024                          6001.51 5,000.001.0005,000.00
BENT NO.2 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0025                          6010.22 500.00130.30065,150.00
CLASS 47B-20 CONCRETE FOR BRIDGE m3 130.30065,150.00
130.30065,150.00
0.0000.00

0026                          6010.26 500.00103.70051,850.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 103.70051,850.00
103.70051,850.00
0.0000.00

0027                          6011.11 115,000.001.000115,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000115,000.00
AT STA. 154+20.96 1.000115,000.00
0.0000.00

0028                          6040.00 25,000.001.00025,000.00
REMOVE STRUCTURE EACH1.00025,000.00
AT STA. 154+21.00 1.00025,000.00
0.0000.00

0029                          6080.00 5.00720.0003,600.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 720.0003,600.00
720.0003,600.00
0.0000.00

0030                          6104.00 17.00600.00010,200.00
BROKEN CONCRETE RIPRAP Mg 600.00010,200.00
402.8516,848.46
0.0000.00

0031                          6131.50 1.2019,455.00023,346.00
EPOXY COATED REINFORCING STEEL kg 19,455.00023,346.00
21,075.00025,290.00
0.0000.00

0032                          6139.50 40.0028.0001,120.00
SUBSURFACE DRAINAGE MATTING m2 28.0001,120.00
28.0001,120.00
0.0000.00

0033                          6210.12 66.00427.20028,195.20
HP 250 mm X 62 kg STEEL PILING m 427.20028,195.20
468.74330,937.04
0.0000.00

0034                          6310.00 130.00254.40033,072.00
STEEL SHEET PILING m2 254.40033,072.00
244.80031,824.00
0.0000.00

0035                          8091.00 25.00115.0002,875.00
GRANULAR BACKFILL m3 115.0002,875.00
115.0002,875.00
0.0000.00

0402                          6510.55 7,350.000.0000.00
TEMPORARY BRIDGE SHORING LS 1.0007,350.00
It was agreed to pay for temp shoring because of omission from the plans 1.0007,350.00
0.0000.00

0404                          6005.60 105.000.0000.00
ELASTOMERIC BEARING EACH34.0003,570.00
Plan note was omitted that pads are subsidiary 34.0003,570.00
0.0000.00

0405                          6005.60 99.750.0000.00
ELASTOMERIC BEARING EACH68.0006,783.00
Plan note was omitted that pads are subsidiary 68.0006,783.00
0.0000.00

0407                          6105.02 35.010.0000.00
ROCK RIPRAP, TYPE B Mg 350.00012,253.50
There is not enough Broken Concrete riprapto cover the intended plan area 197.1486,902.15
0.0000.00

0601                          6210.42 132.000.0000.00
HP 250 mm X 62 kg, PILE SPLICES EACH15.0001,980.00
Splices as per spec 703.05, paragraph 3. 28.0003,696.00
0.0000.00

0602                          6003.00 31.860.0000.00
GRANULAR MATERIAL FOR BRIDGE FOUNDATIONS m3 15.000477.90
Granular material to secure a suitable footing 14.700468.35
0.0000.00

GROUP 6A BRIDGE AT STA. 154+20.96Contracted463,153.70
Current495,568.10
In place492,009.50
This Estimate0.00

GROUP 7 GUARDRAIL
0036                          0030.70 1,171.521.0001,171.52
MOBILIZATION LS 1.0001,171.52
1.0001,171.52
0.0000.00

0037                          7011.20 42.7445.6001,948.94
W-BEAM GUARDRAIL m 45.6001,948.94
45.6001,948.94
0.0000.00

0038                          7017.00 8.50168.0001,428.00
REMOVE GUARDRAIL m 168.0001,428.00
167.6401,424.96
0.0000.00

0039                          7018.01 36.63168.0006,153.84
RESET GUARDRAIL m 168.0006,153.84
0.0000.00
0.0000.00

0040                          7020.00 1,221.008.0009,768.00
BRIDGE APPROACH SECTIONS EACH8.0009,768.00
8.0009,768.00
0.0000.00

0041                          7021.70 1,526.258.00012,210.00
GUARDRAIL END TREATMENT, SRT-350 EACH8.00012,210.00
8.00012,210.00
0.0000.00

GROUP 7 GUARDRAILContracted32,680.30
Current32,680.30
In place26,523.42
This Estimate0.00

GROUP 9 BITUMINOUS
0050                          L001.02 1,064.5411.70012,455.12
SEEDING, TYPE B ha 11.70012,455.12
8.1508,676.00
0.0000.00

0051                          L020.00 1.651,041.4001,718.31
EROSION CONTROL m2 1,041.4001,718.31
1,135.7321,873.96
0.0000.00

0054                          L022.11 12.5298.0001,226.96
FABRIC SILT FENCE-LOW POROSITY m 98.0001,226.96
0.0000.00
0.0000.00

0055                          L032.75 78.7858.7004,624.39
MULCH Mg 58.7004,624.39
36.6682,888.71
0.0000.00

0056                          0002.40 18.00320.1605,762.88
TEMPORARY SOLID LINES StaM320.1605,762.88
1,010.55018,189.90
0.0000.00

0057                          0002.45 18.00640.32011,525.76
TEMPORARY BROKEN LINES StaM640.32011,525.76
443.2357,978.23
0.0000.00

0058                          0030.90 23,535.751.00023,535.75
MOBILIZATION LS 1.00023,535.75
1.00023,535.75
0.0000.00

0059                          1009.00 3,000.001.0003,000.00
GENERAL CLEARING AND GRUBBING LS 1.0003,000.00
1.0003,000.00
0.0000.00

0061                          1030.00 5.503,050.00016,775.00
EARTHWORK MEASURED IN EMBANKMENT m3 3,050.00016,775.00
3,050.00016,775.00
0.0000.00

0062                          1102.00 5.00585.4002,927.00
REMOVE ASPHALT SURFACE m2 585.4002,927.00
699.5473,497.74
0.0000.00

0063                          2001.00 17.33192.0003,327.36
GRAVEL SURFACE COURSE m3 192.0003,327.36
77.0001,334.41
0.0000.00

0064                          2020.00 6.00915.0005,490.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS m2 915.0005,490.00
883.0005,298.00
0.0000.00

0065                          2021.00 50.0011.000550.00
MAILBOX POST EACH11.000550.00
11.000550.00
0.0000.00

0068                          3089.25 53.36373.00019,903.28
TEMPORARY SURFACING m2 373.00019,903.28
460.29024,561.08
0.0000.00

0072                          9000.75 15.08750.00011,310.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE Mg 750.00011,310.00
SP1(12.5) 0.0000.00
0.0000.00

0074                          9005.00 33.27250.0008,317.50
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 250.0008,317.50
SP1(12.5) 862.68028,701.36
0.0000.00

0075                          9005.25 15.0831,460.000474,416.80
ASPHALTIC CONCRETE, TYPE SP1(12.5) Mg 31,460.000474,416.80
31,680.260477,738.32
0.0000.00

0077                          9009.00 2.704,727.00012,762.90
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 4,727.00012,762.90
4,949.11913,362.62
0.0000.00

0078                          9020.91 176.8140.5007,160.81
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING Mg 40.5007,160.81
0.0000.00
0.0000.00

0079                          9021.01 176.811,712.340302,758.84
PERFORMANCE GRADED BINDER (64-22) Mg 1,712.340302,758.84
1,223.406216,310.41
0.0000.00

0081                          9053.00 0.2145,260.0009,504.60
TACK COAT L 45,260.0009,504.60
109,046.00022,899.66
0.0000.00

0082                          9110.01 65.0055.0003,575.00
RENTAL OF LOADER, FULLY OPERATED HOUR55.0003,575.00
7.500487.50
0.0000.00

0083                          9110.02 65.0050.0003,250.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR50.0003,250.00
72.7504,728.75
0.0000.00

0084                          9110.03 55.0055.0003,025.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR55.0003,025.00
71.2503,918.75
0.0000.00

0085                          9110.07 45.0055.0002,475.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR55.0002,475.00
130.2505,861.25
0.0000.00

0086                          9111.00 2.60708.0001,840.80
WATER kL 708.0001,840.80
0.0000.00
0.0000.00

0087                          9170.00 150.38319.19448,000.39
EARTH SHOULDER CONSTRUCTION StaM319.19448,000.39
317.65647,769.11
0.0000.00

0091                          9179.23 418.74160.54067,224.52
COLD MILLING, CLASS 3 StaM160.54067,224.52
161.41367,590.07
0.0000.00

0092                          9188.50 11.00348.0003,828.00
SURFACING UNDER GUARDRAIL m2 348.0003,828.00
348.0003,828.00
0.0000.00

0093                          9300.50 2,726.961.0002,726.96
ASPHALT PAVEMENT SMOOTHNESS TESTING LS 1.0002,726.96
1.0002,726.96
0.0000.00

0604                          9300.56 0.57710.0000.00
SUPERPAVE QUALITY INCENTIVE Mg 0.0000.00
Superpave Quality Incentive Pay Factor 103.827% 0.0000.00
-32,542.950-18,780.54

0606                          9300.60 0.5140.0000.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE Mg 13,350.6106,862.21
N15/US20 North 57-4 (110) 13,350.6106,862.21
0.0000.00

0607                          9300.64 6.0290.0000.00
SMOOTHNESS INCENTIVE-ASPHALT CEMENT Mg 547.3753,300.12
N15/US20 North 57-4 (110) 547.3753,300.12
0.0000.00

0610                          9300.56 0.5710.0000.00
SUPERPAVE QUALITY INCENTIVE Mg 32,542.95018,582.02
Recomputed Superpave incentive 103.784 % 32,542.95018,582.02
32,542.95018,582.02

GROUP 9 BITUMINOUSContracted1,074,998.92
Current1,103,743.28
In place1,042,825.89
This Estimate-198.52

GROUP 10A GENERAL ITEMS
0094                          0001.08 0.5017,383.0008,691.50
BARRICADE, TYPE II BDAY17,383.0008,691.50
25,838.00012,919.00
0.0000.00

0095                          0001.10 2.002,364.0004,728.00
BARRICADE, TYPE III BDAY2,364.0004,728.00
2,897.0005,794.00
0.0000.00

0096                          0001.30 2.25680.0001,530.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY680.0001,530.00
1,510.0003,397.50
0.0000.00

0097                          0001.90 0.1019,886.0001,988.60
SIGN DAY EACH19,886.0001,988.60
21,062.0002,106.20
0.0000.00

0098                          0002.30 1.00530.000530.00
PAVEMENT MARKING REMOVAL m 530.000530.00
210.500210.50
0.0000.00

0099                          0002.39 3.00990.0002,970.00
TEMPORARY PAVEMENT MARKING, TYPE II m 990.0002,970.00
3,743.90011,231.70
0.0000.00

0100                          0003.10 200.00100.00020,000.00
FLAGGING DAY 100.00020,000.00
140.50028,100.00
0.0000.00

0101                          0003.51 65.00230.00014,950.00
INSTALL CONCRETE PROTECTION BARRIER m 230.00014,950.00
360.00023,400.00
0.0000.00

0102                          0010.04 1,700.001.0001,700.00
FIELD OFFICE EACH1.0001,700.00
1.0001,700.00
0.0000.00

0103                          0030.00 2,433.961.0002,433.96
MOBILIZATION LS 1.0002,433.96
1.0002,433.96
0.0000.00

0416                          0002.30 0.2410.0000.00
PAVEMENT MARKING REMOVAL m 9,817.0182,365.90
Paint over 1 of a double white line with black. 9,817.0182,365.90
9,817.0182,365.90

GROUP 10A GENERAL ITEMSContracted59,522.06
Current61,887.96
In place93,658.76
This Estimate2,365.90

Totals for contractContracted2,766,874.44
Current2,865,016.20
In place2,757,361.97
This Estimate1,703.28