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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:2310 NEGUS-SONS, INC.
Contract ID:3840B
Estimate Number:0035
Pay Period End Date:06.01.2002
Contract Location:
WINSIDE SOUTHEstimate Type:PROG
Contractor:
NEGUS-SONS, INC.Date Let:06.29.2000
6100 NORTH 16TH STDate Awarded:07.06.2000
PO BOX 12459Date Contract Executed:07.13.2000
Date Notice to Proceed:07.13.2000
OMAHA NE 68112Date Work Began:08.21.2000
Phone:Date Physical Work Completed:
(402)455-9217Date Accepted:
Escrow Agent:
Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
Counties
WAYNE
Project Number PCT Fed State Project Number Description
30840B 000  0.000 S-35-4(1012)  GR AGG CULV BR GDRL BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$3,638,285.14$3,363,252.53$275,032.61
$4,412,216.25Stockpiled Materials$75,557.91$84,621.65$-9,063.74
Original Contract AmtGross Earnings$3,713,843.05$3,447,874.18$265,968.87
$4,380,265.43Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
82.46%Net Earnings$3,688,843.05$3,422,874.18$265,968.87
Liquidated Damages$.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$4,618.92$4,618.92$.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$4,618.92$4,618.92$.00
Payment$3,693,461.97$3,427,493.10$265,968.87
Project ManagerDiv. Head/Dist. Eng.
Mueting, Curt06.05.2002Boyle, Pat06.06.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve06.06.2002
Controller Div. Processed
Burling, Laurie06.06.2002
Detailed breakdown of stockpiled materials
Est Nbr:0017
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00866071.10 STEEL SUPERSTRUCTURE
S.P. Initial Payment114,600.0010-S-01
Girders
Total for estimate 0017:114,600.00
Est Nbr:0018
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01076011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Initial Payment78,600.003616
Concrete Double Tees
Total for estimate 0018:78,600.00
Est Nbr:0022
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01076011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Adjustment-78,600.003616
Concrete Double Tees
Total for estimate 0022:-78,600.00
Est Nbr:0023
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00866071.10 STEEL SUPERSTRUCTURE
S.P. Adjustment-114,600.0010-S-01
Girders
Total for estimate 0023:-114,600.00
Est Nbr:0026
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01309005.23 ASPHALTIC CONCRETE, TYPE SPS
S.P. Initial Payment25,764.181346
Sand
01319005.35 ASPHALTIC CONCRETE, TYPE SP3(0.5)
S.P. Initial Payment38,661.061346
Sand
Total for estimate 0026:64,425.24
Est Nbr:0029
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01319005.35 ASPHALTIC CONCRETE, TYPE SP3(0.5)
S.P. Adjustment-4,650.671346
Sand
Total for estimate 0029:-4,650.67
Est Nbr:0030
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01309005.23 ASPHALTIC CONCRETE, TYPE SPS
S.P. Adjustment-1,876.341346
Sand
01319005.35 ASPHALTIC CONCRETE, TYPE SP3(0.5)
S.P. Adjustment-9,697.561346
Sand
Total for estimate 0030:-11,573.90
Est Nbr:0032
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01309005.23 ASPHALTIC CONCRETE, TYPE SPS
S.P. Initial Payment18,210.49122801
Gravel & Stone
01319005.35 ASPHALTIC CONCRETE, TYPE SP3(0.5)
S.P. Initial Payment18,210.49122801
Gravel & Stone
Total for estimate 0032:36,420.98
Est Nbr:0035
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01319005.35 ASPHALTIC CONCRETE, TYPE SP3(0.5)
S.P. Adjustment-8,040.851346
Sand
S.P. Adjustment-1,022.89122801
Gravel & Stone
Total for estimate 0035:-9,063.74
Total remaining for contract:75,557.91
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L006.00 55.90119.0006,652.10
COVER CROP SEEDING ACRE119.0006,652.10
136.0007,602.40
0.0000.00

0002                          L020.00 1.201,050.0001,260.00
EROSION CONTROL SY 1,050.0001,260.00
0.0000.00
0.0000.00

0003                          L020.01 4.7014,562.00068,441.40
EROSION CONTROL, TYPE A SY 14,562.00068,441.40
0.0000.00
0.0000.00

0004                          L020.08 4.7013,766.00064,700.20
EROSION CONTROL, TYPE AA SY 13,766.00064,700.20
0.0000.00
0.0000.00

0005                          L020.09 9.003,351.00030,159.00
EROSION CONTROL, TYPE AAA SY 3,351.00030,159.00
0.0000.00
0.0000.00

0006                          L020.10 1.3513,009.00017,562.15
EROSION CONTROL, TYPE HV SY 13,009.00017,562.15
0.0000.00
0.0000.00

0007                          L021.01 16.00354.0005,664.00
EROSION CHECKS, TYPE A BALE354.0005,664.00
0.0000.00
0.0000.00

0008                          L021.06 14.00330.0004,620.00
EROSION CHECKS, TYPE HV BALE330.0004,620.00
0.0000.00
0.0000.00

0009                          L021.11 19.00942.00017,898.00
EROSION CHECKS, TYPE ST-A BALE942.00017,898.00
0.0000.00
0.0000.00

0010                          L021.13 19.00228.0004,332.00
EROSION CHECKS, TYPE ST-AA BALE228.0004,332.00
0.0000.00
0.0000.00

0011                          L021.15 17.001,836.00031,212.00
EROSION CHECKS, TYPE ST-HV BALE1,836.00031,212.00
0.0000.00
0.0000.00

0012                          L021.21 16.00978.00015,648.00
EROSION CHECKS, TYPE AA BALE978.00015,648.00
0.0000.00
0.0000.00

0013                          L022.11 1.9016,622.00031,581.80
FABRIC SILT FENCE-LOW POROSITY LF 16,622.00031,581.80
17,159.00032,602.10
1,020.0001,938.00

0014                          0030.10 55,000.001.00055,000.00
MOBILIZATION LS 1.00055,000.00
1.00055,000.00
0.0000.00

0015                          1009.00 8,000.001.0008,000.00
GENERAL CLEARING AND GRUBBING LS 1.0008,000.00
0.9007,200.00
0.0000.00

0016                          1010.00 0.771,073,056.000826,253.12
EXCAVATION CY 1,070,662.000824,409.74
1,070,662.000824,409.74
0.0000.00

0017                          1011.00 3.002,910.0008,730.00
WATER MGAL2,910.0008,730.00
1,128.9783,386.94
0.0000.00

0018                          1012.00 40.0095.0003,800.00
RIGHT-OF-WAY MARKERS EACH95.0003,800.00
142.0005,680.00
0.0000.00

0019                          1090.00 1,000.001.0001,000.00
ABANDON WELLS EACH1.0001,000.00
1.0001,000.00
0.0000.00

0020                          1124.00 100.001.000100.00
REMOVE BUILDING EACH1.000100.00
AT STA. 439+85, 95' LT. 0.0000.00
0.0000.00

0021                          1124.01 100.001.000100.00
REMOVE BUILDING EACH1.000100.00
AT STA. 440+15, 140' LT. 0.0000.00
0.0000.00

0022                          1124.02 100.001.000100.00
REMOVE BUILDING EACH1.000100.00
AT STA. 442+75, 140' LT. 0.0000.00
0.0000.00

0023                          1124.03 100.001.000100.00
REMOVE BUILDING EACH1.000100.00
AT STA. 444+70, RT. 0.0000.00
0.0000.00

0024                          1125.00 300.001.000300.00
CLEAR TRACT EACH1.000300.00
AT STA. 442+25 TO 443+50 LT. 1.000300.00
0.0000.00

0025                          1125.01 300.001.000300.00
CLEAR TRACT EACH1.000300.00
AT STA. 444+00 TO 446+00 RT. 0.0000.00
0.0000.00

0026                          1701.24 13.00700.0009,100.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 LF 744.0009,672.00
766.0009,958.00
48.000624.00

0027                          7017.00 0.703,867.0002,706.90
REMOVE GUARDRAIL LF 3,867.0002,706.90
4,086.0002,860.20
0.0000.00

0028                          9110.01 70.00100.0007,000.00
RENTAL OF LOADER, FULLY OPERATED HOUR100.0007,000.00
2.000140.00
0.0000.00

0029                          9110.03 50.00100.0005,000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR100.0005,000.00
0.0000.00
0.0000.00

0030                          9110.07 50.00100.0005,000.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR100.0005,000.00
357.00017,850.00
104.5005,225.00

0401                          1124.00 1,500.000.0000.00
REMOVE BUILDING EACH1.0001,500.00
1.0001,500.00
0.0000.00

0402                          9110.02 82.000.0000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR10.000820.00
15.0001,230.00
2.500205.00

0403                          9110.26 65.000.0000.00
RENTAL OF TRACTOR AND DISK, FULLY OPERATED HOUR10.000650.00
7.500487.50
0.0000.00

0404                          9110.06 101.250.0000.00
RENTAL OF BACKHOE, FULLY OPERATED HOUR50.0005,062.50
Rental of Backhoe to replace riprap. 11.5001,164.38
0.0000.00

0408                          L022.75 5.620.0000.00
TEMPORARY SILT CHECK LF 1,700.0009,554.00
1,708.0009,598.96
7.00039.34

0606                          1010.50 1.540.0000.00
REMOVAL OF UNSUITABLE MATERIAL CY 5,000.0007,700.00
Core out unsuitably wet material, various places on project. 13,698.61021,095.87
0.0000.00

GROUP 1 GRADINGContracted1,232,320.67
Current1,256,335.79
In place1,003,066.09
This Estimate8,031.34

GROUP 2 AGGREGATES
0031                          0030.20 500.001.000500.00
MOBILIZATION LS 1.000500.00
1.000500.00
0.0000.00

0032                          2001.00 10.201,394.00014,218.80
GRAVEL SURFACE COURSE CY 1,394.00014,218.80
1,814.47018,507.59
0.0000.00

0033                          2002.01 9.532,400.00022,872.00
FURNISH GRAVEL CY 2,400.00022,872.00
882.9508,414.51
302.2902,880.82

0034                          2009.10 50.0036.7271,836.35
GRAVEL EMBEDMENT STA 36.7271,836.35
26.8101,340.50
0.0000.00

GROUP 2 AGGREGATESContracted39,427.15
Current39,427.15
In place28,762.60
This Estimate2,880.82

GROUP 4 CULVERTS
0035                          P120.42 69.02176.00012,147.52
42" CULVERT PIPE, TYPE 2 LF 176.00012,147.52
154.92010,692.58
0.0000.00

0036                          P120.48 74.08161.00011,926.88
48" CULVERT PIPE, TYPE 2 LF 161.00011,926.88
148.84011,026.06
0.0000.00

0037                          P120.60 131.24548.00071,919.52
60" CULVERT PIPE, TYPE 2 LF 570.00074,806.80
574.56075,405.26
0.0000.00

0038                          P120.84 201.00211.00042,411.00
84" CULVERT PIPE, TYPE 2 LF 211.00042,411.00
174.00034,974.00
0.0000.00

0039                          P128.42 69.20138.0009,549.60
42" CULVERT PIPE, TYPE 2 CLASS IV LF 138.0009,549.60
140.0009,688.00
0.0000.00

0040                          P128.48 79.20133.00010,533.60
48" CULVERT PIPE, TYPE 2 CLASS IV LF 133.00010,533.60
134.00010,612.80
0.0000.00

0041                          P128.60 113.52252.00028,607.04
60" CULVERT PIPE, TYPE 2 CLASS IV LF 252.00028,607.04
254.00028,834.08
0.0000.00

0042                          P128.84 191.0059.00011,269.00
84" CULVERT PIPE, TYPE 2 CLASS IV LF 59.00011,269.00
60.00011,460.00
0.0000.00

0043                          P200.42 69.0256.0003,865.12
42" CULVERT PIPE, TYPE 2 OR 5 LF 56.0003,865.12
56.0003,865.12
0.0000.00

0044                          P200.54 101.54319.00032,391.26
54" CULVERT PIPE, TYPE 2 OR 5 LF 319.00032,391.26
299.92030,453.88
0.0000.00

0045                          P200.60 128.37161.00020,667.57
60" CULVERT PIPE, TYPE 2 OR 5 LF 161.00020,667.57
151.28019,419.81
0.0000.00

0046                          P300.30 26.80187.0005,011.60
30" CULVERT PIPE, TYPE 3,4 OR 5 LF 187.0005,011.60
186.8005,006.24
0.0000.00

0047                          P300.36 29.8592.0002,746.20
36" CULVERT PIPE, TYPE 3,4 OR 5 LF 92.0002,746.20
88.0402,627.99
0.0000.00

0048                          P400.24 31.12560.00017,427.20
24" CULVERT PIPE, TYPE 2,5,7 OR 8 LF 445.00013,848.40
445.56013,865.83
0.0000.00

0049                          P400.30 37.1544.0001,634.60
30" CULVERT PIPE, TYPE 2,5,7 OR 8 LF 44.0001,634.60
40.0001,486.00
0.0000.00

0050                          P400.36 48.65538.00026,173.70
36" CULVERT PIPE, TYPE 2,5,7 OR 8 LF 550.00026,757.50
535.60026,056.94
0.0000.00

0051                          0030.40 11,540.001.00011,540.00
MOBILIZATION LS 1.00011,540.00
1.00011,540.00
0.0000.00

0052                          1043.50 2.20783.0001,722.60
RIPRAP FILTER FABRIC SY 783.0001,722.60
759.2301,670.31
0.0000.00

0053                          4040.00 1,500.001.0001,500.00
REMOVE HEADWALLS FROM CULVERTS EACH1.0001,500.00
1.0001,500.00
0.0000.00

0054                          4050.01 5.3411,534.00061,591.56
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS CY 11,397.00060,859.98
11,229.00059,962.86
0.0000.00

0055                          4051.01 9.50226.0002,147.00
EXCAVATION FOR BOX CULVERTS CY 226.0002,147.00
226.0002,147.00
0.0000.00

0056                          4101.06 255.0057.76014,728.80
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT CY 57.76014,728.80
57.76014,728.80
0.0000.00

0057                          4151.00 0.656,138.0003,989.70
REINFORCING STEEL FOR BOX CULVERT LB 6,138.0003,989.70
6,138.0003,989.70
0.0000.00

0058                          4310.24 324.007.0002,268.00
24" FLARED-END SECTION EACH5.0001,620.00
5.0001,620.00
0.0000.00

0059                          4310.30 351.006.0002,106.00
30" FLARED-END SECTION EACH6.0002,106.00
6.0002,106.00
0.0000.00

0060                          4310.36 512.0013.0006,656.00
36" FLARED-END SECTION EACH13.0006,656.00
13.0006,656.00
0.0000.00

0061                          4310.42 634.006.0003,804.00
42" FLARED-END SECTION EACH6.0003,804.00
6.0003,804.00
0.0000.00

0062                          4310.48 745.004.0002,980.00
48" FLARED-END SECTION EACH4.0002,980.00
4.0002,980.00
0.0000.00

0063                          4310.54 916.004.0003,664.00
54" FLARED-END SECTION EACH4.0003,664.00
4.0003,664.00
0.0000.00

0064                          4310.60 1,247.008.0009,976.00
60" FLARED-END SECTION EACH8.0009,976.00
8.0009,976.00
0.0000.00

0065                          4310.84 4,400.002.0008,800.00
84" FLARED-END SECTION EACH2.0008,800.00
0.0000.00
0.0000.00

0066                          4670.05 41.21488.00020,110.48
CULVERT SANDFILL CY 488.00020,110.48
390.55016,094.57
0.0000.00

0067                          4880.42 173.00138.00023,874.00
JACKING 42" CULVERT PIPE, TYPE 2 CLASS IV LF 138.00023,874.00
140.00024,220.00
0.0000.00

0068                          4880.48 188.00133.00025,004.00
JACKING 48" CULVERT PIPE, TYPE 2 CLASS IV LF 133.00025,004.00
134.00025,192.00
0.0000.00

0069                          4880.60 381.00252.00096,012.00
JACKING 60" CULVERT PIPE, TYPE 2 CLASS IV LF 252.00096,012.00
254.00096,774.00
0.0000.00

0070                          4880.84 584.0059.00034,456.00
JACKING 84" CULVERT PIPE, TYPE 2 CLASS IV LF 59.00034,456.00
60.00035,040.00
0.0000.00

0071                          6105.01 37.00241.0008,917.00
ROCK RIPRAP, TYPE A TON 241.0008,917.00
256.6509,496.05
0.0000.00

0072                          6105.02 38.00421.00015,998.00
ROCK RIPRAP, TYPE B TON 421.00015,998.00
424.66016,137.08
0.0000.00

0405                          3089.80 46.000.0000.00
FLOWABLE FILL CONCRETE CY 30.5001,403.00
Concrete slurry mix placed onto concrete riprap. 30.5001,403.00
0.0000.00

601                           4051.13 25.500.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF PIPE CULVERT ANDHEADWALL CY 35.000892.50
100.6502,566.58
0.0000.00

GROUP 4 CULVERTSContracted670,126.55
Current670,934.75
In place648,742.54
This Estimate0.00

GROUP 6 BRIDGE AT STA. 438+13
0073                          0030.60 30,000.001.00030,000.00
MOBILIZATION LS 1.00030,000.00
1.00030,000.00
0.0000.00

0074                          1010.01 6.00840.0005,040.00
EXCAVATION (ESTABLISHED QUANTITY) CY 840.0005,040.00
840.0005,040.00
0.0000.00

0075                          1043.50 2.00292.000584.00
RIPRAP FILTER FABRIC SY 292.000584.00
292.000584.00
0.0000.00

0076                          3050.15 150.00192.20028,830.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 192.20028,830.00
192.20028,830.00
0.0000.00

0077                          3051.10 0.6520,325.00013,211.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 20,325.00013,211.25
20,325.00013,211.25
0.0000.00

0078                          6000.10 2,000.001.0002,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0079                          6000.11 2,000.001.0002,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0080                          6005.35 33.5096.1003,219.35
PRECOMPRESSED POLYURETHANE FOAM JOINT LF 96.1003,219.35
96.1003,219.35
0.0000.00

0081                          6005.78 750.005.0003,750.00
EXPANSION BEARING, TFE TYPE EACH5.0003,750.00
5.0003,750.00
0.0000.00

0082                          6005.83 650.005.0003,250.00
FIXED BEARING EACH5.0003,250.00
5.0003,250.00
0.0000.00

0083                          6010.22 230.00162.70037,421.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 162.70037,421.00
162.70037,421.00
0.0000.00

0084                          6010.26 230.00216.90049,887.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 216.90049,887.00
216.90049,887.00
0.0000.00

0085                          6040.00 10,000.001.00010,000.00
REMOVE STRUCTURE EACH1.00010,000.00
AT STA. 438+13 1.00010,000.00
0.0000.00

0086                          6071.10 132,000.001.000132,000.00
STEEL SUPERSTRUCTURE LS 1.000132,000.00
AT STA. 438+13 1.000132,000.00
0.0000.00

0087                          6080.00 2.259,835.00022,128.75
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 9,835.00022,128.75
9,835.00022,128.76
0.0000.00

0088                          6104.00 18.00540.0009,720.00
BROKEN CONCRETE RIPRAP TON 540.0009,720.00
540.0009,720.00
0.0000.00

0089                          6105.02 45.0055.0002,475.00
ROCK RIPRAP, TYPE B TON 55.0002,475.00
59.2702,667.15
0.0000.00

0090                          6131.50 0.6054,315.00032,589.00
EPOXY COATED REINFORCING STEEL LB 54,315.00032,589.00
54,315.00032,589.00
0.0000.00

0091                          6139.50 22.0087.0001,914.00
SUBSURFACE DRAINAGE MATTING SY 87.0001,914.00
87.0001,914.00
0.0000.00

0092                          6210.12 14.003,520.00049,280.00
HP 10"X42# STEEL PILING LF 3,520.00049,280.00
4,445.40062,235.60
0.0000.00

0093                          6310.00 9.004,128.00037,152.00
STEEL SHEET PILING SF 4,128.00037,152.00
4,128.00037,152.00
0.0000.00

0094                          8091.00 22.00115.0002,530.00
GRANULAR BACKFILL CY 115.0002,530.00
174.5803,840.76
0.0000.00

604                           6210.42 70.000.0000.00
HP 10"X42#, PILE SPLICES EACH15.0001,050.00
7.000490.00
0.0000.00

605                           6210.32 8.400.0000.00
PAY CUT-OFF 10" X 42# STEEL PILING LF 100.000840.00
12.600105.84
0.0000.00

GROUP 6 BRIDGE AT STA. 438+13Contracted478,981.35
Current480,871.35
In place494,035.71
This Estimate0.00

GROUP 6A BRIDGE AT STA. 643+80.65
0095                          0030.60 30,000.001.00030,000.00
MOBILIZATION LS 1.00030,000.00
1.00030,000.00
0.0000.00

0096                          1010.01 6.001,100.0006,600.00
EXCAVATION (ESTABLISHED QUANTITY) CY 1,100.0006,600.00
1,100.0006,600.00
0.0000.00

0097                          1043.50 2.00330.000660.00
RIPRAP FILTER FABRIC SY 330.000660.00
330.000660.00
0.0000.00

0098                          3050.15 150.00197.00029,550.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 197.00029,550.00
197.00029,550.00
0.0000.00

0099                          3051.10 0.6523,050.00014,982.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 23,050.00014,982.50
23,050.00014,982.50
0.0000.00

0100                          6000.10 2,000.001.0002,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0101                          6000.11 2,000.001.0002,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0102                          6001.50 5,000.001.0005,000.00
BENT NO.1 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0103                          6001.51 5,000.001.0005,000.00
BENT NO.2 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0104                          6005.60 60.0072.0004,320.00
ELASTOMERIC BEARING EACH72.0004,320.00
72.0004,320.00
0.0000.00

0105                          6010.22 230.00298.50068,655.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 298.50068,655.00
298.50068,655.00
0.0000.00

0106                          6010.26 230.00154.20035,466.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 154.20035,466.00
154.20035,466.00
0.0000.00

0107                          6011.11 93,000.001.00093,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00093,000.00
AT STA. 643+80.65 1.00093,000.00
0.0000.00

0108                          6040.00 10,000.001.00010,000.00
REMOVE STRUCTURE EACH1.00010,000.00
AT STA. 643+80.65 1.00010,000.00
0.0000.00

0109                          6080.00 2.006,200.00012,400.00
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 6,200.00012,400.00
6,200.00012,400.00
0.0000.00

0110                          6104.00 18.00300.0005,400.00
BROKEN CONCRETE RIPRAP TON 300.0005,400.00
300.0005,400.00
0.0000.00

0111                          6105.02 40.00245.0009,800.00
ROCK RIPRAP, TYPE B TON 245.0009,800.00
242.9809,719.20
0.0000.00

0112                          6131.50 0.6063,315.00037,989.00
EPOXY COATED REINFORCING STEEL LB 63,315.00037,989.00
63,315.00037,989.00
0.0000.00

0113                          6139.50 26.0048.0001,248.00
SUBSURFACE DRAINAGE MATTING SY 48.0001,248.00
48.0001,248.00
0.0000.00

0114                          6210.12 14.003,490.00048,860.00
HP 10"X42# STEEL PILING LF 3,490.00048,860.00
3,970.50055,587.00
0.0000.00

0115                          6310.00 8.003,813.00030,504.00
STEEL SHEET PILING SF 3,813.00030,504.00
3,813.00030,504.00
0.0000.00

0116                          8091.00 22.00230.0005,060.00
GRANULAR BACKFILL CY 230.0005,060.00
233.2105,130.62
0.0000.00

0602                          6210.42 70.000.0000.00
HP 10"X42#, PILE SPLICES EACH10.000700.00
21.0001,470.00
0.0000.00

0603                          6210.32 8.400.0000.00
PAY CUT-OFF 10" X 42# STEEL PILING LF 100.000840.00
14.300120.12
0.0000.00

GROUP 6A BRIDGE AT STA. 643+80.65Contracted458,494.50
Current460,034.50
In place466,801.44
This Estimate0.00

GROUP 7 GUARDRAIL
0117                          0030.70 1,200.001.0001,200.00
MOBILIZATION LS 1.0001,200.00
1.0001,200.00
0.0000.00

0118                          7011.20 17.10300.0005,130.00
W-BEAM GUARDRAIL LF 300.0005,130.00
300.0005,130.00
0.0000.00

0119                          7015.00 7.04468.7503,300.00
CABLE GUARDRAIL LF 0.0000.00
0.0000.00
0.0000.00

0120                          7020.00 1,210.008.0009,680.00
BRIDGE APPROACH SECTIONS EACH8.0009,680.00
8.0009,680.00
0.0000.00

0121                          7021.70 1,822.008.00014,576.00
GUARDRAIL END TREATMENT, SRT-350 EACH8.00014,576.00
8.00014,576.00
0.0000.00

0122                          7023.00 1,317.002.0002,634.00
TERMINAL ANCHORAGE SECTIONS EACH0.0000.00
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted36,520.00
Current30,586.00
In place30,586.00
This Estimate0.00

GROUP 9 BITUMINOUS
0123                          0002.45 6.00492.0002,952.00
TEMPORARY BROKEN LINES STA 492.0002,952.00
96.260577.56
96.260577.56

0124                          0030.90 4,000.001.0004,000.00
MOBILIZATION LS 1.0004,000.00
1.0004,000.00
0.0000.00

0125                          1020.03 12.0014.000168.00
DELINEATOR, TYPE III EACH14.000168.00
0.0000.00
0.0000.00

0126                          2021.00 50.008.000400.00
MAILBOX POST EACH8.000400.00
0.0000.00
0.0000.00

0127                          8029.75 1.1864,415.00076,009.70
BITUMINOUS FOUNDATION COURSE SY 64,415.00076,009.70
64,415.12076,009.84
3,956.2004,668.32

0128                          8060.05 35.00146.0005,110.00
GRANULAR SUBDRAIN EACH146.0005,110.00
12.000420.00
0.0000.00

0129                          8111.00 104.00483.11350,243.75
SHOULDER SUBGRADE PREPARATION STA 483.11350,243.75
0.0000.00
0.0000.00

0130                          9005.23 14.7315,810.000232,881.30
ASPHALTIC CONCRETE, TYPE SPS TON 15,810.000232,881.30
1,153.32016,988.40
0.0000.00

0131                          9005.35 23.0821,740.000501,759.20
ASPHALTIC CONCRETE, TYPE SP3(0.5) TON 21,740.000501,759.20
19,659.720453,746.34
7,060.620162,959.11

0132                          9009.00 0.954,067.0003,863.65
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS SY 4,067.0003,863.65
405.500385.23
0.0000.00

0133                          9021.03 190.002,027.700385,263.00
PERFORMANCE GRADED BINDER (58-28) TON 2,027.700385,263.00
1,167.361221,798.59
405.37877,021.82

0134                          9034.00 0.954,067.0003,863.65
PREPARATION OF INTERSECTIONS AND DRIVEWAYS SY 4,067.0003,863.65
811.000770.45
0.0000.00

0135                          9053.00 0.906,522.0005,869.80
TACK COAT GAL 6,522.0005,869.80
3,195.0002,875.50
2,695.0002,425.50

0136                          9111.00 4.00484.0001,936.00
WATER MGAL484.0001,936.00
0.0000.00
0.0000.00

0137                          9173.00 208.00241.55750,243.86
SUBGRADE PREPARATION STA 241.55750,243.86
241.55050,242.40
60.18012,517.44

0138                          9179.24 300.00241.55772,467.10
COLD MILLING, CLASS 4 STA 241.55772,467.10
246.00073,800.00
0.0000.00

0139                          9188.50 27.00845.00022,815.00
SURFACING UNDER GUARDRAIL SY 845.00022,815.00
475.36112,834.75
0.0000.00

0140                          9300.50 1,500.001.0001,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING LS 1.0001,500.00
0.0000.00
0.0000.00

0406                          9000.73 22.130.0000.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE TON 300.0006,639.00
0.0000.00
0.0000.00

0407                          9020.92 199.500.0000.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING TON 15.0002,992.50
0.0000.00
0.0000.00

GROUP 9 BITUMINOUSContracted1,421,346.01
Current1,430,977.51
In place914,449.06
This Estimate260,169.75

GROUP 10 GENERAL ITEMS
0141                          0001.08 0.501,750.000875.00
BARRICADE, TYPE II BDAY1,750.000875.00
0.0000.00
0.0000.00

0142                          0001.10 2.008,394.00016,788.00
BARRICADE, TYPE III BDAY8,394.00016,788.00
21,042.00042,084.00
1,764.0003,528.00

0143                          0001.30 2.253,136.0007,056.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY3,136.0007,056.00
918.0002,065.50
42.00094.50

0144                          0001.90 0.2024,151.0004,830.20
SIGN DAY EACH24,151.0004,830.20
20,961.0004,192.20
1,641.000328.20

0145                          0003.10 100.0070.0007,000.00
FLAGGING DAY 70.0007,000.00
0.0000.00
0.0000.00

0146                          0003.20 300.0010.0003,000.00
FURNISHING AND OPERATING PILOT VEHICLE DAY 10.0003,000.00
0.0000.00
0.0000.00

0147                          0010.04 3,000.001.0003,000.00
FIELD OFFICE EACH1.0003,000.00
1.0003,000.00
0.0000.00

0148                          0030.10 500.001.000500.00
MOBILIZATION LS 1.000500.00
1.000500.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted43,049.20
Current43,049.20
In place51,841.70
This Estimate3,950.70

Totals for contractContracted4,380,265.43
Current4,412,216.25
In place3,638,285.14
This Estimate275,032.61