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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0083 WERNER CONSTRUCTION, INC.
Contract ID:4077
Estimate Number:0011
Pay Period End Date:03.14.2003
Contract Location:
MCCOOL JCT SOUTHEstimate Type:PROG
Contractor:
WERNER CONSTRUCTION, INC.Date Let:07.12.2001
129 E 2ND STDate Awarded:07.24.2001
PO BOX 1087Date Contract Executed:07.27.2001
Date Notice to Proceed:07.27.2001
HASTINGS NE 68902-1087Date Work Began:11.20.2001
Phone:Date Physical Work Completed:
(402)463-4545Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
YORK
Project Number PCT Fed State Project Number Description
42077 000  0.000 S-81-2(1029)  BR GDRL BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$663,659.91$646,427.00$17,232.91
$621,005.73Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$663,659.91$646,427.00$17,232.91
$596,659.86Retainage$-6,636.60$-6,464.27$-172.33
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
106.87%Net Earnings$657,023.31$639,962.73$17,060.58
Liquidated Damages-$670.50$.00-$670.50
Incentives$.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-$670.50$.00-$670.50
Payment$656,352.81$639,962.73$16,390.08
Project ManagerDiv. Head/Dist. Eng.
Grooms, Jerry03.14.2003Meyer, Keith03.14.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve03.17.2003
Controller Div. Processed
Burling, Laurie03.17.2003
Detailed breakdown of stockpiled materials
Est Nbr:0001
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00166200.00 CONCRETE PILING
S.P. Initial Payment10,590.75CI04785
type 1 conc piling
Total for estimate 0001:10,590.75
Est Nbr:0002
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00166200.00 CONCRETE PILING
S.P. Adjustment-10,590.75CI04785
type 1 conc piling
Total for estimate 0002:-10,590.75
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. 255+72.1
0001                          0030.60 34,000.001.00034,000.00
MOBILIZATION LS 1.00034,000.00
1.00034,000.00
0.0000.00

0002                          1010.01 19.5040.000780.00
EXCAVATION (ESTABLISHED QUANTITY) m3 40.000780.00
40.000780.00
0.0000.00

0003                          1043.50 3.00843.0002,529.00
RIPRAP FILTER FABRIC m2 843.0002,529.00
874.0002,622.00
0.0000.00

0004                          3050.15 242.00108.90026,353.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 108.90026,353.80
108.90026,353.80
0.0000.00

0005                          3051.10 1.327,804.00010,301.28
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 7,804.00010,301.28
7,804.00010,301.28
0.0000.00

0006                          6000.10 2,000.001.0002,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0007                          6000.11 2,000.001.0002,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0008                          6001.50 8,000.001.0008,000.00
BENT NO.1 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0009                          6001.51 8,000.001.0008,000.00
BENT NO.2 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0010                          6010.22 405.50117.20047,524.60
CLASS 47B-20 CONCRETE FOR BRIDGE m3 117.20047,524.60
117.20047,524.60
0.0000.00

0011                          6010.26 405.50105.10042,618.05
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 105.10042,618.05
105.10042,618.05
0.0000.00

0012                          6040.00 9,000.001.0009,000.00
REMOVE STRUCTURE EACH1.0009,000.00
AT STA. 255+72.1 1.0009,000.00
0.0000.00

0013                          6080.00 6.60550.0003,630.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 550.0003,630.00
550.0003,630.00
0.0000.00

0014                          6105.02 35.25843.00029,715.75
ROCK RIPRAP, TYPE B Mg 843.00029,715.75
669.00723,582.50
0.0000.00

0015                          6131.50 1.3218,265.00024,109.80
EPOXY COATED REINFORCING STEEL kg 17,734.75023,409.87
18,773.27024,780.72
4,468.2705,898.12

0016                          6200.00 98.50441.80043,517.30
CONCRETE PILING m 441.80043,517.30
441.80043,517.30
0.0000.00

0017                          6310.00 140.00292.70040,978.00
STEEL SHEET PILING m2 232.70032,578.00
250.92035,128.80
0.0000.00

0018                          8091.00 30.00109.0003,270.00
GRANULAR BACKFILL m3 109.0003,270.00
109.0003,270.00
0.0000.00

4001                          1101.00 5.250.0000.00
REMOVE PAVEMENT m2 316.0001,659.00
bridge approach's 316.0001,659.00
0.0000.00

4002                          1135.58 4,725.000.0000.00
REMOVE CONCRETE OBSTRUCTION LS 1.0004,725.00
Remove Broken Concrete 1.0004,725.00
0.0000.00

4003                          6131.50 2.170.0000.00
EPOXY COATED REINFORCING STEEL kg 534.0001,158.78
Additional 534.0001,158.78
534.0001,158.78

4004                          2015.00 18.170.0000.00
CRUSHED ROCK BEDDING Mg 115.2922,094.86
104.5571,899.80
0.0000.00

4005                          6310.15 84.000.0000.00
PAY CUT-OFF FOR STEEL SHEET PILING m2 60.0005,040.00
see metric spec.70305.05 paragraph 2 40.5103,402.84
0.0000.00

4006                          6131.50 2.05490.0000.00
EPOXY COATED REINFORCING STEEL kg 1,742.2803,580.21
additional 1,742.4803,580.62
0.0000.00

4007                          6040.90 859.950.0000.00
REMOVAL OF ABUTMENT LS 1.000859.95
additional 1.000859.95
0.0000.00

4008                          6131.50 0.6520.0000.00
EPOXY COATED REINFORCING STEEL kg 530.250345.72
Placed in State Inventory 530.250345.72
0.0000.00

GROUP 6 BRIDGE AT STA. 255+72.1Contracted338,327.58
Current348,691.17
In place344,740.76
This Estimate7,056.90

GROUP 7 GUARDRAIL
0019                          0030.70 2,500.001.0002,500.00
MOBILIZATION LS 1.0002,500.00
1.0002,500.00
0.0000.00

0020                          7011.20 53.1319.1001,014.78
W-BEAM GUARDRAIL m 19.1001,014.78
19.1001,014.78
0.0000.00

0021                          7017.00 8.4474.000624.56
REMOVE GUARDRAIL m 74.000624.56
106.000894.64
0.0000.00

0022                          7020.00 1,130.504.0004,522.00
BRIDGE APPROACH SECTIONS EACH4.0004,522.00
4.0004,522.00
0.0000.00

0023                          7021.70 1,766.003.0005,298.00
GUARDRAIL END TREATMENT, SRT-350 EACH3.0005,298.00
3.0005,298.00
0.0000.00

0024                          7022.00 440.001.000440.00
END ANCHORAGE ASSEMBLY EACH1.000440.00
1.000440.00
0.0000.00

GROUP 7 GUARDRAILContracted14,399.34
Current14,399.34
In place14,669.42
This Estimate0.00

GROUP 9 BITUMINOUS
0025                          L001.02 2,500.000.050125.00
SEEDING, TYPE B ha 0.050125.00
1.0002,500.00
0.0000.00

0026                          L020.00 2.10193.200405.72
EROSION CONTROL m2 193.200405.72
193.200405.72
0.0000.00

0027                          L022.75 20.5037.000758.50
TEMPORARY SILT CHECK m 37.000758.50
37.000758.50
0.0000.00

0028                          L032.75 220.400.25055.10
MULCH Mg 0.25055.10
6.1681,359.43
0.0000.00

0029                          0002.40 36.0043.5001,566.00
TEMPORARY SOLID LINES StaM43.5001,566.00
32.0001,152.00
0.0000.00

0030                          0002.45 33.0026.300867.90
TEMPORARY BROKEN LINES StaM26.300867.90
16.000528.00
0.0000.00

0031                          0030.90 34,050.001.00034,050.00
MOBILIZATION LS 1.00034,050.00
1.00034,050.00
0.0000.00

0032                          1009.00 2,000.001.0002,000.00
GENERAL CLEARING AND GRUBBING LS 1.0002,000.00
0.0000.00
0.0000.00

0033                          1030.00 15.0052.000780.00
EARTHWORK MEASURED IN EMBANKMENT m3 52.000780.00
52.000780.00
0.0000.00

0034                          1102.00 5.751,052.0006,049.00
REMOVE ASPHALT SURFACE m2 1,052.0006,049.00
1,052.0006,049.00
0.0000.00

0035                          4004.50 4.95224.0001,108.80
CAST IRON GRATE AND FRAME kg 224.0001,108.80
224.0001,108.80
0.0000.00

0036                          4040.10 250.004.0001,000.00
REMOVE INLET TOP EACH4.0001,000.00
4.0001,000.00
0.0000.00

0037                          4105.58 1,200.003.1603,792.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 3.1603,792.00
3.1603,792.00
0.0000.00

0038                          4155.50 4.4181.000357.21
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 81.000357.21
81.000357.21
0.0000.00

0039                          9005.00 39.74100.0003,974.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 100.0003,974.00
SP2(12.5mm) 0.0000.00
0.0000.00

0040                          9005.30 34.742,810.00097,619.40
ASPHALTIC CONCRETE, TYPE SP2(12.5) Mg 2,810.00097,619.40
3,398.465118,062.67
0.0000.00

0041                          9009.00 4.5077.000346.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 77.000346.50
487.3782,193.20
0.0000.00

0042                          9021.01 190.00157.14029,856.60
PERFORMANCE GRADED BINDER (64-22) Mg 157.14029,856.60
183.60934,885.71
0.0000.00

0043                          9053.00 0.2613,030.0003,387.80
TACK COAT L 13,030.0003,387.80
15,486.0714,026.38
0.0000.00

0044                          9110.01 80.005.000400.00
RENTAL OF LOADER, FULLY OPERATED HOUR5.000400.00
0.0000.00
0.0000.00

0045                          9110.02 75.005.000375.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR5.000375.00
0.0000.00
0.0000.00

0046                          9110.03 65.005.000325.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR5.000325.00
0.0000.00
0.0000.00

0047                          9110.07 60.005.000300.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR5.000300.00
0.0000.00
0.0000.00

0048                          9179.23 945.0022.55821,317.31
COLD MILLING, CLASS 3 StaM22.55821,317.31
45.11642,634.62
0.0000.00

0049                          9179.35 6.351,646.00010,452.10
COLD MILLING, CLASS 5 m2 1,646.00010,452.10
3,292.00020,904.20
0.0000.00

0050                          9188.50 30.0076.0002,280.00
SURFACING UNDER GUARDRAIL m2 76.0002,280.00
76.0002,280.00
0.0000.00

4009                          9300.56 1.120.0000.00
SUPERPAVE QUALITY INCENTIVE Mg 3,398.4653,806.28
Incentive-SP-2--Air Voids 3,398.4653,806.28
0.0000.00

4010                          1107.00 29.870.0000.00
REMOVE WALK m2 112.2003,351.41
112.2003,351.41
112.2003,351.41

4011                          3016.21 43.000.0000.00
CONCRETE CLASS 47B-20 SIDEWALKS m2 112.2004,824.60
112.2004,824.60
112.2004,824.60

4012                          0030.01 2,000.000.0000.00
ADDITIONAL MOBILIZATION LS 1.0002,000.00
1.0002,000.00
1.0002,000.00

GROUP 9 BITUMINOUSContracted223,548.94
Current237,531.23
In place292,809.73
This Estimate10,176.01

GROUP 10 GENERAL ITEMS
0051                          0001.10 1.103,000.0003,300.00
BARRICADE, TYPE III BDAY3,000.0003,300.00
1,980.0002,178.00
0.0000.00

0052                          0001.75 9.0080.000720.00
TEMPORARY SIGN DAY EACH80.000720.00
58.000522.00
0.0000.00

0053                          0001.90 1.003,364.0003,364.00
SIGN DAY EACH3,364.0003,364.00
1,640.0001,640.00
0.0000.00

0054                          0003.10 175.0040.0007,000.00
FLAGGING DAY 40.0007,000.00
12.0002,100.00
0.0000.00

0055                          0010.04 1,000.001.0001,000.00
FIELD OFFICE EACH1.0001,000.00
0.0000.00
0.0000.00

0056                          0030.10 5,000.001.0005,000.00
MOBILIZATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted20,384.00
Current20,384.00
In place11,440.00
This Estimate0.00

Totals for contractContracted596,659.86
Current621,005.75
In place663,659.91
This Estimate17,232.91