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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:1742 HERBST CONSTRUCTION, INC.
Contract ID:1248A1
Estimate Number:0023
Pay Period End Date:08.02.2003
Contract Location:
WYMORE NORTH & SOUTH BRIDGESEstimate Type:PROG
Contractor:
HERBST CONSTRUCTION, INC.Date Let:06.27.2002
16022 HWY 75Date Awarded:07.03.2002
PO BOX 728Date Contract Executed:07.16.2002
Date Notice to Proceed:07.16.2002
LE MARS IA 51031-0728Date Work Began:08.26.2002
Phone:Date Physical Work Completed:
(712)546-5653Date Accepted:
Escrow Agent:
Surety Co:
MERCHANTS BONDING COMPANY (MUTUAL)
Counties
GAGE
Project Number PCT Fed State Project Number Description
11248A1001  0.000 EACNH-EACBR-77-1(127)  GRAD BR GDRL ELEC BIT
12588 1001  0.000 STPP-S34D(102)  GRADING, BRIDGE, GUARDRAIL, BITUMINOUS
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$1,754,136.09$1,617,513.51$136,622.58
$2,163,468.57Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$1,754,136.09$1,617,513.51$136,622.58
$2,148,561.59Retainage$-17,541.36$-16,175.14$-1,366.22
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
81.08%Net Earnings$1,736,594.73$1,601,338.37$135,256.36
Liquidated Damages$.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$487.84$475.75$12.09
Bituminous Adj$.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$487.84$475.75$12.09
Payment$1,737,082.57$1,601,814.12$135,268.45
Project ManagerDiv. Head/Dist. Eng.
Vandegrift, Allen08.04.2003Sklenar, Michael J08.05.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve08.05.2003
Controller Div. Processed
Burling, Laurie08.05.2003
Detailed breakdown of stockpiled materials
Est Nbr:0011
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00386071.12 STEEL SUPERSTRUCTURE
S.P. Initial Payment15,697.647028
NW 40' X 199# X 81' Griders
Total for estimate 0011:15,697.64
Est Nbr:0017
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00346005.60 ELASTOMERIC BEARING
S.P. Initial Payment482.7216980
ELASTOMERIC BEARING
S.P. Adjustment-482.7216980
ELASTOMERIC BEARING
00386071.12 STEEL SUPERSTRUCTURE
S.P. Adjustment-7,848.827028
NW 40' X 199# X 81' Griders
00716005.60 ELASTOMERIC BEARING
S.P. Initial Payment4,878.8016980
ELASTOMERIC
01096005.60 ELASTOMERIC BEARING
S.P. Initial Payment8,160.3016980
ELASTOMERIC BEARING
Total for estimate 0017:5,190.28
Est Nbr:0018
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00386071.12 STEEL SUPERSTRUCTURE
S.P. Closure-7,848.827028
NW 40' X 199# X 81' Griders
Total for estimate 0018:-7,848.82
Est Nbr:0019
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00716005.60 ELASTOMERIC BEARING
S.P. Adjustment-4,878.8016980
ELASTOMERIC
Total for estimate 0019:-4,878.80
Est Nbr:0022
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01096005.60 ELASTOMERIC BEARING
S.P. Adjustment-8,160.3016980
ELASTOMERIC BEARING
Total for estimate 0022:-8,160.30
Total remaining for contract:-0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L006.50 3,000.002.4507,350.00
TEMPORARY SEEDING ACRE2.4507,350.00
2.4507,350.00
0.0000.00

0002                          L020.00 1.3511,765.00015,882.75
EROSION CONTROL SY 11,765.00015,882.75
6,297.0008,500.95
0.0000.00

0003                          L020.01 6.0080.000480.00
EROSION CONTROL, TYPE A SY 80.000480.00
0.0000.00
0.0000.00

0004                          L020.09 12.00285.0003,420.00
EROSION CONTROL, TYPE AAA SY 285.0003,420.00
0.0000.00
0.0000.00

0005                          L020.10 1.50145.000217.50
EROSION CONTROL, TYPE HV SY 145.000217.50
0.0000.00
0.0000.00

0006                          L021.01 15.003.00045.00
EROSION CHECKS, TYPE A BALE3.00045.00
0.0000.00
0.0000.00

0007                          L022.11 2.50575.6001,439.00
FABRIC SILT FENCE-LOW POROSITY LF 575.6001,439.00
888.0002,220.00
0.0000.00

0008                          L022.25 3.003,018.7009,056.10
FABRIC SILT FENCE, TYPE COIR FIBER LF 3,018.7009,056.10
2,125.0006,375.00
0.0000.00

0009                          L022.75 5.00166.000830.00
TEMPORARY SILT CHECK LF 166.000830.00
30.000150.00
0.0000.00

0010                          P300.72 82.00384.00031,488.00
72" CULVERT PIPE, TYPE 3,4 OR 5 LF 384.00031,488.00
384.00031,488.00
0.0000.00

0011                          0030.10 24,182.251.00024,182.25
MOBILIZATION LS 1.00024,182.25
1.00024,182.25
0.0000.00

0012                          1009.00 5,666.671.0005,666.67
GENERAL CLEARING AND GRUBBING LS 1.0005,666.67
0.9505,383.34
0.0000.00

0013                          1010.01 2.7517,961.00049,392.75
EXCAVATION (ESTABLISHED QUANTITY) CY 17,961.00049,392.75
0.0000.00
0.0000.00

0014                          1011.00 4.00173.000692.00
WATER MGAL173.000692.00
0.0000.00
0.0000.00

0015                          1012.00 70.0013.000910.00
RIGHT-OF-WAY MARKERS EACH13.000910.00
13.000910.00
0.0000.00

0016                          1017.00 35,000.001.00035,000.00
CONSTRUCTION STAKING AND SURVEYING LS 1.00035,000.00
0.75026,250.00
0.2508,750.00

0017                          1030.00 3.5022,835.00079,922.50
EARTHWORK MEASURED IN EMBANKMENT CY 22,835.00079,922.50
22,835.00079,922.50
0.0000.00

0019                          1101.00 3.901,286.0005,015.40
REMOVE PAVEMENT SY 1,286.0005,015.40
549.0002,141.10
0.0000.00

0020                          1143.00 10.0034.000340.00
REMOVE DRIVEWAY CULVERT PIPE LF 34.000340.00
0.0000.00
0.0000.00

0021                          1405.00 10.0034.000340.00
RELAYING DRIVEWAY CULVERT PIPE LF 34.000340.00
0.0000.00
0.0000.00

0022                          1701.24 20.0068.0001,360.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 LF 68.0001,360.00
68.0001,360.00
0.0000.00

0023                          1701.42 42.0096.0004,032.00
42" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 LF 96.0004,032.00
96.0004,032.00
0.0000.00

0024                          2001.03 15.001,128.00016,920.00
GRAVEL SURFACE COURSE TON 1,128.00016,920.00
1,113.85016,707.75
0.0000.00

0025                          2009.10 150.0030.8224,623.30
GRAVEL EMBEDMENT STA 30.8224,623.30
30.8224,623.30
0.0000.00

0026                          7017.00 1.20816.000979.20
REMOVE GUARDRAIL LF 816.000979.20
816.000979.20
0.0000.00

GROUP 1 GRADINGContracted299,584.42
Current299,584.42
In place222,575.39
This Estimate8,750.00

GROUP 6 BRIDGE AT STA. 602+72.87
0027                          0030.60 33,000.001.00033,000.00
MOBILIZATION LS 1.00033,000.00
1.00033,000.00
0.0000.00

0028                          1010.01 5.00616.0003,080.00
EXCAVATION (ESTABLISHED QUANTITY) CY 616.0003,080.00
616.0003,080.00
0.0000.00

0029                          3050.15 220.00208.90045,958.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 208.90045,958.00
218.05047,971.00
0.0000.00

0030                          3051.10 0.7024,045.00016,831.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 24,045.00016,831.50
24,045.00016,831.50
0.0000.00

0031                          6000.10 8,000.001.0008,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0032                          6000.11 8,000.001.0008,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0033                          6005.35 40.0092.7003,708.00
PRECOMPRESSED POLYURETHANE FOAM JOINT LF 92.7003,708.00
92.7003,708.00
0.0000.00

0034                          6005.60 900.004.0003,600.00
ELASTOMERIC BEARING EACH4.0003,600.00
4.0003,600.00
0.0000.00

0035                          6010.22 475.0035.70016,957.50
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 35.70016,957.50
35.70016,957.50
0.0000.00

0036                          6010.26 420.00131.20055,104.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 131.20055,104.00
133.17055,931.40
0.0000.00

0037                          6030.00 45,000.001.00045,000.00
PREPARATION OF BRIDGE EACH1.00045,000.00
AT STA. 602+72.87 1.00045,000.00
0.0000.00

0038                          6071.12 44,000.001.00044,000.00
STEEL SUPERSTRUCTURE LS 1.00044,000.00
AT STA. 602+72.87 1.00044,000.00
0.0000.00

0039                          6104.00 20.0050.0001,000.00
BROKEN CONCRETE RIPRAP TON 50.0001,000.00
50.0001,000.00
0.0000.00

0040                          6105.02 29.00480.00013,920.00
ROCK RIPRAP, TYPE B TON 480.00013,920.00
460.36013,350.44
0.0000.00

0041                          6131.50 0.6025,168.00015,100.80
EPOXY COATED REINFORCING STEEL LB 25,168.00015,100.80
25,583.00015,349.80
0.0000.00

0042                          6139.50 40.0065.0002,600.00
SUBSURFACE DRAINAGE MATTING SY 65.0002,600.00
65.0002,600.00
0.0000.00

0043                          6210.50 27.00810.00021,870.00
PIPE PILING LF 810.00021,870.00
854.30023,066.10
0.0000.00

0044                          8091.00 24.0060.6001,454.40
GRANULAR BACKFILL CY 60.6001,454.40
60.6001,454.40
0.0000.00

4003                          6210.61 135.000.0000.00
PILE SPLICE EACH9.0001,215.00
SEC. 703.05 PARA. # 3, PAY FOR SPLICES ORDERED BY THE ENGINEER 4.000540.00
0.0000.00

4004                          6210.60 16.200.0000.00
PAY CUT-OFF FOR PIPE PILE LF 12.000194.40
Sec. 703.05 PARA. # 2, PAY CUT-OFF OF BEARING PILE 37.700610.74
0.0000.00

GROUP 6 BRIDGE AT STA. 602+72.87Contracted339,184.20
Current340,593.60
In place344,050.88
This Estimate0.00

GROUP 6B BRIDGE AT STA. 494+07.88
0064                          0030.60 42,000.001.00042,000.00
MOBILIZATION LS 1.00042,000.00
1.00042,000.00
0.0000.00

0065                          1010.01 5.00746.0003,730.00
EXCAVATION (ESTABLISHED QUANTITY) CY 746.0003,730.00
746.0003,730.00
746.0003,730.00

0066                          3050.15 220.00210.00046,200.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 210.00046,200.00
210.00046,200.00
0.0000.00

0067                          3051.10 0.7024,045.00016,831.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 24,045.00016,831.50
24,045.00016,831.50
0.0000.00

0068                          6000.10 9,000.001.0009,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0009,000.00
1.0009,000.00
0.0000.00

0069                          6000.11 9,000.001.0009,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0009,000.00
1.0009,000.00
0.0000.00

0070                          6005.35 50.0092.7004,635.00
PRECOMPRESSED POLYURETHANE FOAM JOINT LF 92.7004,635.00
92.7004,635.00
0.0000.00

0071                          6005.60 950.0010.0009,500.00
ELASTOMERIC BEARING EACH10.0009,500.00
10.0009,500.00
0.0000.00

0072                          6010.22 425.0067.20028,560.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 67.20028,560.00
67.20028,560.00
0.0000.00

0073                          6010.26 380.00154.60058,748.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 154.60058,748.00
154.60058,748.00
0.0000.00

0074                          6011.11 70,000.001.00070,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00070,000.00
494+07.88 1.00070,000.00
0.0000.00

0075                          6040.00 20,000.001.00020,000.00
REMOVE STRUCTURE EACH1.00020,000.00
AT STA. 494+01.32 1.00020,000.00
0.0000.00

0076                          6104.00 20.0030.000600.00
BROKEN CONCRETE RIPRAP TON 30.000600.00
30.000600.00
30.000600.00

0077                          6105.02 30.00655.00019,650.00
ROCK RIPRAP, TYPE B TON 655.00019,650.00
664.31019,929.30
0.0000.00

0078                          6131.50 0.5536,868.00020,277.40
EPOXY COATED REINFORCING STEEL LB 36,868.00020,277.40
41,527.00022,839.85
0.0000.00

0079                          6139.50 35.0085.0002,975.00
SUBSURFACE DRAINAGE MATTING SY 85.0002,975.00
85.0002,975.00
0.0000.00

0080                          6210.12 22.00800.00017,600.00
HP 10"X42# STEEL PILING LF 800.00017,600.00
620.30013,646.60
0.0000.00

0081                          6310.00 14.003,743.30052,406.20
STEEL SHEET PILING SF 3,743.30052,406.20
3,565.00049,910.00
0.0000.00

0082                          8091.00 28.00570.00015,960.00
GRANULAR BACKFILL CY 570.00015,960.00
570.00015,960.00
0.0000.00

4005                          6210.32 13.200.0000.00
PAY CUT-OFF 10" X 42# STEEL PILING LF 56.900751.08
SEC. 703.05, PARP # 2, PAY CUT-OFF OF BEARING PILE. 179.8002,373.36
0.0000.00

GROUP 6B BRIDGE AT STA. 494+07.88Contracted447,673.10
Current448,424.18
In place446,438.61
This Estimate4,330.00

GROUP 6D BRIDGE AT STA. 408+93.53
0102                          0030.60 62,000.001.00062,000.00
MOBILIZATION LS 1.00062,000.00
1.00062,000.00
0.0000.00

0103                          1010.01 4.503,555.00015,997.50
EXCAVATION (ESTABLISHED QUANTITY) CY 3,555.00015,997.50
1,778.0008,001.00
0.0000.00

0104                          3050.15 220.00208.90045,958.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 208.90045,958.00
0.0000.00
0.0000.00

0105                          3051.10 0.7024,116.00016,881.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 24,116.00016,881.20
0.0000.00
0.0000.00

0106                          6000.10 6,000.001.0006,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0107                          6000.11 6,000.001.0006,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0006,000.00
1.0006,000.00
0.0000.00

0108                          6005.35 45.0092.6704,170.15
PRECOMPRESSED POLYURETHANE FOAM JOINT LF 92.6704,170.15
0.0000.00
0.0000.00

0109                          6005.60 850.0030.00025,500.00
ELASTOMERIC BEARING EACH30.00025,500.00
30.00025,500.00
0.0000.00

0110                          6010.22 425.00118.00050,150.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 118.00050,150.00
76.60032,555.00
0.0000.00

0111                          6010.26 300.00371.100111,330.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 371.100111,330.00
66.00019,800.00
66.00019,800.00

0112                          6011.11 155,000.001.000155,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000155,000.00
AT STA. 408+93.53 1.000155,000.00
0.0000.00

0113                          6030.02 50,000.001.00050,000.00
PREPARATION OF BRIDGE EACH1.00050,000.00
AT STA. 408+93.53 1.00050,000.00
0.0000.00

0114                          6104.00 20.00115.0002,300.00
BROKEN CONCRETE RIPRAP TON 115.0002,300.00
154.5003,090.00
0.0000.00

0115                          6105.02 30.00535.00016,050.00
ROCK RIPRAP, TYPE B TON 535.00016,050.00
651.99019,559.70
0.0000.00

0116                          6131.50 0.50100,934.00050,467.00
EPOXY COATED REINFORCING STEEL LB 100,934.00050,467.00
22,624.00011,312.00
6,000.0003,000.00

0117                          6139.50 35.0060.9002,131.50
SUBSURFACE DRAINAGE MATTING SY 60.9002,131.50
60.9002,131.50
60.9002,131.50

0118                          6251.40 650.0036.00023,400.00
ROCK SOCKET LF 36.00023,400.00
36.00023,400.00
0.0000.00

0119                          6251.50 550.0031.80017,490.00
DRILLED SHAFT LF 31.80017,490.00
31.80017,490.00
0.0000.00

0120                          8091.00 30.00140.0004,200.00
GRANULAR BACKFILL CY 140.0004,200.00
140.0004,200.00
20.000600.00

4001                          5100.00 5,000.000.0000.00
REMOVAL OF EXISTING STRUCTURES EACH2.00010,000.00
Removal of Piers # 2 & 3 @ 408+93.53 2.00010,000.00
0.0000.00

GROUP 6D BRIDGE AT STA. 408+93.53Contracted665,025.35
Current675,025.35
In place456,039.20
This Estimate25,531.50

GROUP 7 GUARDRAIL
0125                          0030.70 3,600.001.0003,600.00
MOBILIZATION LS 1.0003,600.00
0.7062,544.75
0.0000.00

0126                          7001.50 311.003.000933.00
CULVERT MOUNTED GUARDRAIL POST EACH3.000933.00
3.000933.00
0.0000.00

0127                          7011.20 11.22700.0007,854.00
W-BEAM GUARDRAIL LF 700.0007,854.00
100.0001,122.00
0.0000.00

0128                          7020.00 1,008.0012.00012,096.00
BRIDGE APPROACH SECTIONS EACH12.00012,096.00
0.0000.00
0.0000.00

0129                          7024.25 1,745.001.0001,745.00
GUARDRAIL END TREATMENT, TYPE I EACH1.0001,745.00
0.0000.00
0.0000.00

0130                          7024.27 1,445.0013.00018,785.00
GUARDRAIL END TREATMENT, TYPE II EACH13.00018,785.00
2.0002,890.00
0.0000.00

GROUP 7 GUARDRAILContracted45,013.00
Current45,013.00
In place7,489.75
This Estimate0.00

GROUP 8B ELECTRICAL
0131                          A780.05 7,000.001.0007,000.00
TEMPORARY LIGHTING SYSTEM EACH1.0007,000.00
0.6504,550.00
0.0000.00

0132                          A800.56 50.0010.000500.00
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM DAY 10.000500.00
122.0006,100.00
12.000600.00

0133                          0030.81 1,000.001.0001,000.00
MOBILIZATION LS 1.0001,000.00
0.800800.00
0.0000.00

GROUP 8B ELECTRICALContracted8,500.00
Current8,500.00
In place11,450.00
This Estimate600.00

GROUP 9 BITUMINOUS
0134                          0002.55 13.0043.000559.00
OVERLAY BROKEN LINES STA 43.000559.00
20.000260.00
20.000260.00

0135                          0002.60 13.0086.0001,118.00
OVERLAY SOLID LINES STA 86.0001,118.00
0.0000.00
0.0000.00

0136                          0030.90 23,671.251.00023,671.25
MOBILIZATION LS 1.00023,671.25
1.00023,671.25
0.0000.00

0137                          2001.03 15.0034.000510.00
GRAVEL SURFACE COURSE TON 34.000510.00
29.610444.15
0.0000.00

0138                          8111.00 250.0054.60613,651.50
SHOULDER SUBGRADE PREPARATION STA 54.60613,651.50
39.9309,982.50
26.4406,610.00

0139                          9005.23 38.751,790.00069,362.50
ASPHALTIC CONCRETE, TYPE SPS TON 1,790.00069,362.50
1,271.92049,286.90
779.87030,219.96

0140                          9005.45 40.001,570.00062,800.00
ASPHALTIC CONCRETE, TYPE SP4(0.5) TON 1,570.00062,800.00
1,070.43042,817.20
706.99028,279.60

0141                          9009.00 3.75366.0001,372.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS SY 366.0001,372.50
366.0001,372.50
0.0000.00

0142                          9021.01 213.0084.78018,058.14
PERFORMANCE GRADED BINDER (64-22) TON 84.78018,058.14
59.30112,631.11
20.0064,261.28

0143                          9021.03 213.0096.60020,575.80
PERFORMANCE GRADED BINDER (58-28) TON 96.60020,575.80
48.39410,307.92
48.39410,307.92

0144                          9034.00 3.45366.0001,262.70
PREPARATION OF INTERSECTIONS AND DRIVEWAYS SY 366.0001,262.70
366.0001,262.70
0.0000.00

0145                          9053.00 1.151,740.0002,001.00
TACK COAT GAL 1,740.0002,001.00
1,225.0001,408.75
750.000862.50

0146                          9111.00 10.0027.000270.00
WATER MGAL27.000270.00
0.0000.00
0.0000.00

0147                          9179.80 825.008.0006,600.00
MILLING CONCRETE FOR INLAYS EACH8.0006,600.00
6.0004,950.00
4.0003,300.00

0148                          9188.50 25.00797.00019,925.00
SURFACING UNDER GUARDRAIL SY 797.00019,925.00
590.00014,750.00
440.00011,000.00

GROUP 9 BITUMINOUSContracted241,737.39
Current241,737.39
In place173,144.98
This Estimate95,101.26

GROUP 10 GENERAL ITEMS
0149                          0001.08 0.5017,310.0008,655.00
BARRICADE, TYPE II BDAY17,310.0008,655.00
13,888.0006,944.00
1,568.000784.00

0150                          0001.10 1.107,570.0008,327.00
BARRICADE, TYPE III BDAY7,570.0008,327.00
6,733.0007,406.30
490.000539.00

0151                          0001.30 1.202,092.0002,510.40
TYPE B HIGH INTENSITY WARNING LIGHT LDAY2,092.0002,510.40
0.0000.00
0.0000.00

0152                          0001.90 0.5517,018.0009,359.90
SIGN DAY EACH17,018.0009,359.90
11,945.0006,569.75
994.000546.70

0153                          0002.30 0.60400.000240.00
PAVEMENT MARKING REMOVAL LF 400.000240.00
880.000528.00
0.0000.00

0154                          0002.38 0.402,100.000840.00
TEMPORARY PAVEMENT MARKING, TYPE I LF 2,100.000840.00
5,863.0002,345.20
0.0000.00

0155                          0003.10 200.0060.00012,000.00
FLAGGING DAY 60.00012,000.00
47.0009,400.00
0.0000.00

0156                          0010.04 3,000.001.0003,000.00
FIELD OFFICE EACH1.0003,000.00
1.0003,000.00
0.0000.00

0157                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
436.500349.20
0.0000.00

0158                          0030.00 5,066.671.0005,066.67
MOBILIZATION LS 1.0005,066.67
1.0005,066.67
0.0000.00

0159                          9110.01 65.0010.000650.00
RENTAL OF LOADER, FULLY OPERATED HOUR10.000650.00
24.0001,560.00
0.0000.00

0160                          9110.03 50.0010.000500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR10.000500.00
8.000400.00
0.0000.00

0161                          9110.07 45.0010.000450.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR10.000450.00
0.0000.00
0.0000.00

4000                          0001.99 0.840.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH600.000504.00
Contractor Supplied Signs 1,928.0001,619.52
168.000141.12

4002                          9110.02 74.750.0000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR30.0002,242.50
SEC. 104.05 PARP. #4, 4a, 4b, Shoofly Maintenance 26.0001,943.50
4.000299.00

GROUP 10 GENERAL ITEMSContracted52,398.97
Current55,145.47
In place47,132.14
This Estimate2,309.82

GROUP 1 GRADING
0002                          L020.00 1.35850.0001,147.50
EROSION CONTROL SY 850.0001,147.50
0.0000.00
0.0000.00

0011                          0030.10 817.751.000817.75
MOBILIZATION LS 1.000817.75
1.000817.75
0.0000.00

0012                          1009.00 1,133.331.0001,133.33
GENERAL CLEARING AND GRUBBING LS 1.0001,133.33
1.0001,133.33
0.0000.00

0018                          1033.00 4,250.002.3509,987.50
ROADWAY GRADING STA 2.3509,987.50
2.3509,987.50
0.0000.00

0026                          7017.00 1.20100.000120.00
REMOVE GUARDRAIL LF 100.000120.00
100.000120.00
0.0000.00

GROUP 1 GRADINGContracted13,206.08
Current13,206.08
In place12,058.58
This Estimate0.00

GROUP 6E BRIDGE AT R.P. 000.380
0121                          0030.60 2,500.001.0002,500.00
MOBILIZATION LS 1.0002,500.00
0.5901,475.00
0.0000.00

0122                          6010.26 550.0010.2005,610.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 10.2005,610.00
10.2005,610.00
0.0000.00

0123                          6020.00 1.201,500.0001,800.00
REINFORCING STEEL FOR BRIDGE LB 1,500.0001,800.00
1,500.0001,800.00
0.0000.00

0124                          6030.00 5,000.001.0005,000.00
PREPARATION OF BRIDGE EACH1.0005,000.00
AT REF. POST 0+38 1.0005,000.00
0.0000.00

GROUP 6E BRIDGE AT R.P. 000.380Contracted14,910.00
Current14,910.00
In place13,885.00
This Estimate0.00

GROUP 7 GUARD RAIL
0125                          0030.70 900.001.000900.00
MOBILIZATION LS 1.000900.00
1.000900.00
0.0000.00

0127                          7011.20 11.2250.000561.00
W-BEAM GUARDRAIL LF 50.000561.00
50.000561.00
0.0000.00

0128                          7020.00 1,008.004.0004,032.00
BRIDGE APPROACH SECTIONS EACH4.0004,032.00
4.0004,032.00
0.0000.00

0130                          7024.27 1,445.004.0005,780.00
GUARDRAIL END TREATMENT, TYPE II EACH4.0005,780.00
4.0005,780.00
0.0000.00

GROUP 7 GUARD RAILContracted11,273.00
Current11,273.00
In place11,273.00
This Estimate0.00

GROUP 9 BITUMINOUS
0136                          0030.90 328.751.000328.75
MOBILIZATION LS 1.000328.75
1.000328.75
0.0000.00

0148                          9188.50 25.00171.0004,275.00
SURFACING UNDER GUARDRAIL SY 171.0004,275.00
171.0004,275.00
0.0000.00

GROUP 9 BITUMINOUSContracted4,603.75
Current4,603.75
In place4,603.75
This Estimate0.00

GROUP 10 GENERAL ITEMS
0149                          0001.08 0.50720.000360.00
BARRICADE, TYPE II BDAY720.000360.00
332.000166.00
0.0000.00

0150                          0001.10 1.10180.000198.00
BARRICADE, TYPE III BDAY180.000198.00
398.000437.80
0.0000.00

0151                          0001.30 1.2036.00043.20
TYPE B HIGH INTENSITY WARNING LIGHT LDAY36.00043.20
0.0000.00
0.0000.00

0152                          0001.90 0.55396.000217.80
SIGN DAY EACH396.000217.80
1,357.000746.35
0.0000.00

0155                          0003.10 200.0020.0004,000.00
FLAGGING DAY 20.0004,000.00
10.5002,100.00
0.0000.00

0158                          0030.00 633.331.000633.33
MOBILIZATION LS 1.000633.33
0.860544.66
0.0000.00

GROUP 10 GENERAL ITEMSContracted5,452.33
Current5,452.33
In place3,994.81
This Estimate0.00

Totals for contractContracted2,148,561.59
Current2,163,468.57
In place1,754,136.09
This Estimate136,622.58