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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0083 WERNER CONSTRUCTION, INC.
Contract ID:7590
Estimate Number:0028
Pay Period End Date:09.13.2003
Contract Location:
ORLEANS EASTEstimate Type:PROG
Contractor:
WERNER CONSTRUCTION, INC.Date Let:05.23.2002
129 E 2ND STDate Awarded:05.30.2002
PO BOX 1087Date Contract Executed:06.05.2002
Date Notice to Proceed:06.05.2002
HASTINGS NE 68902-1087Date Work Began:07.10.2002
Phone:Date Physical Work Completed:
(402)463-4545Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
HARLAN
Project Number PCT Fed State Project Number Description
70590 000  0.000 S-136-3(1015)  GRAD CULV SEED BR GDRL ELEC BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$3,154,677.78$3,029,678.42$124,999.36
$4,853,697.77Stockpiled Materials$91,630.14$91,630.14$.00
Original Contract AmtGross Earnings$3,246,307.92$3,121,308.56$124,999.36
$4,813,919.34Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
65.00%Net Earnings$3,221,307.92$3,096,308.56$124,999.36
Liquidated Damages$.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$2,322.42$1,714.11$608.31
Bituminous Adj$.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$2,322.42$1,714.11$608.31
Payment$3,223,630.34$3,098,022.67$125,607.67
Project ManagerDiv. Head/Dist. Eng.
Sell, Tim09.18.2003Knott, James09.18.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve09.19.2003
Controller Div. Processed
Burling, Laurie09.19.2003
Detailed breakdown of stockpiled materials
Est Nbr:0016
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02359005.45 ASPHALTIC CONCRETE, TYPE SP4(12.5)
S.P. Initial Payment18,065.5016510
Crusher Fines SP4
S.P. Initial Payment2,314.9616555
Crusher Fines SP4
S.P. Initial Payment1,997.8616560
Crusher Fines SP4
S.P. Initial Payment1,347.2916601
Crusher Fines SP4
Total for estimate 0016:23,725.61
Est Nbr:0017
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02359005.45 ASPHALTIC CONCRETE, TYPE SP4(12.5)
S.P. Initial Payment1,685.0116622
Crusher Fines SP4
S.P. Initial Payment18,501.3625385
Kerford 5/8" X 1/16" Rock
Total for estimate 0017:20,186.37
Est Nbr:0018
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02359005.45 ASPHALTIC CONCRETE, TYPE SP4(12.5)
S.P. Initial Payment357.8116842
Crusher Fines SP4
S.P. Initial Payment20,880.6625423
Kerford 5/8"X1/16" Rock
S.P. Initial Payment3,318.0825470
Kerford 5/8"X1/16" Rock
S.P. Initial Payment9,550.001388
CR.Gravel
S.P. Initial Payment3,960.491388
2A Gravel
S.P. Initial Payment5,461.9325504
Kerford 5/8"X1/16" Rock
Total for estimate 0018:43,528.97
Est Nbr:0021
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02349005.23 ASPHALTIC CONCRETE, TYPE SPS
S.P. Initial Payment4,189.194790
2A Gravel
Total for estimate 0021:4,189.19
Total remaining for contract:91,630.14
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L006.00 130.0022.0002,860.00
COVER CROP SEEDING ha 0.0000.00
0.0000.00
0.0000.00

0002                          L020.01 4.8014,408.00069,158.40
EROSION CONTROL, TYPE A m2 14,408.00069,158.40
2,864.92013,751.62
0.0000.00

0003                          L020.08 4.909,950.00048,755.00
EROSION CONTROL, TYPE AA m2 9,950.00048,755.00
2,077.51010,179.80
0.0000.00

0004                          L020.09 13.002,577.00033,501.00
EROSION CONTROL, TYPE AAA m2 2,577.00033,501.00
927.07312,051.95
0.0000.00

0005                          L020.10 1.5520,324.00031,502.20
EROSION CONTROL, TYPE HV m2 20,324.00031,502.20
4,850.6467,518.50
0.0000.00

0006                          L021.01 16.00750.00012,000.00
EROSION CHECKS, TYPE A BALE750.00012,000.00
264.0004,224.00
0.0000.00

0007                          L021.06 16.001,079.00017,264.00
EROSION CHECKS, TYPE HV BALE1,079.00017,264.00
412.0006,592.00
0.0000.00

0008                          L021.21 16.00813.00013,008.00
EROSION CHECKS, TYPE AA BALE813.00013,008.00
151.0002,416.00
0.0000.00

0009                          L021.22 18.0072.0001,296.00
EROSION CHECKS, TYPE AAA BALE72.0001,296.00
48.000864.00
0.0000.00

0010                          L022.11 6.251,260.0007,875.00
FABRIC SILT FENCE-LOW POROSITY m 1,260.0007,875.00
1,201.0007,506.25
0.0000.00

0011                          L022.15 30.0016.000480.00
FABRIC SILT FENCE, TYPE ST m 16.000480.00
0.0000.00
0.0000.00

0012                          L022.75 27.001,227.50033,142.50
TEMPORARY SILT CHECK m 1,227.50033,142.50
0.0000.00
0.0000.00

0013                          0030.10 18,500.001.00018,500.00
MOBILIZATION LS 1.00018,500.00
1.00018,500.00
0.0000.00

0014                          1000.00 300.0015.0004,500.00
LARGE TREE REMOVAL EACH15.0004,500.00
18.0005,400.00
0.0000.00

0015                          1009.00 15,000.001.00015,000.00
GENERAL CLEARING AND GRUBBING LS 1.00015,000.00
0.74011,100.00
0.0000.00

0016                          1010.00 1.35117,924.000159,197.40
EXCAVATION m3 117,924.000159,197.40
117,923.998159,197.40
22,359.41030,185.20

0017                          1010.10 2.10136,082.000285,772.20
EXCAVATION, BORROW m3 136,082.000285,772.20
136,081.994285,772.21
12.56026.38

0018                          1011.00 2.6410,437.00027,553.68
WATER kL 10,437.00027,553.68
34,253.12090,428.25
1,810.9004,780.78

0019                          1012.00 55.00130.0007,150.00
RIGHT-OF-WAY MARKERS EACH130.0007,150.00
186.00010,230.00
0.0000.00

0020                          1016.00 78.0078.0006,084.00
RE-ESTABLISH PROPERTY CORNER EACH78.0006,084.00
29.0002,262.00
26.0002,028.00

0021                          1090.00 500.001.000500.00
ABANDON WELLS EACH1.000500.00
0.0000.00
0.0000.00

0022                          1101.00 4.50759.0003,415.50
REMOVE PAVEMENT m2 759.0003,415.50
1,221.7495,497.87
198.632893.84

0023                          1101.25 9.00158.1001,422.90
SAWING PAVEMENT m 158.1001,422.90
50.840457.56
40.540364.86

0024                          1102.00 4.501,081.0004,864.50
REMOVE ASPHALT SURFACE m2 1,081.0004,864.50
1,191.6565,362.46
0.0000.00

0025                          1106.00 4.50387.0001,741.50
REMOVE DRIVEWAY m2 387.0001,741.50
939.3004,226.86
22.816102.67

0026                          1107.00 4.50227.0001,021.50
REMOVE WALK m2 227.0001,021.50
441.9101,988.59
9.58943.15

0027                          1108.00 13.00285.6003,712.80
REMOVE COMBINATION CURB AND GUTTER m 285.6003,712.80
295.2203,837.86
25.250328.25

0028                          1111.00 2.5029.10072.75
REMOVE FENCE m 29.10072.75
0.0000.00
0.0000.00

0029                          1113.00 150.001.000150.00
REMOVE STEP EACH1.000150.00
2.000300.00
0.0000.00

0030                          1120.00 350.001.000350.00
REMOVE DISCHARGE STRUCTURE EACH1.000350.00
1.000350.00
0.0000.00

0031                          1125.00 1,000.001.0001,000.00
CLEAR TRACT EACH1.0001,000.00
AT STA. 11+57 TO 13+50 RT. 1.0001,000.00
0.0000.00

0032                          1131.00 5.00118.000590.00
REMOVE PLOWABLE PAVEMENT MARKER EACH118.000590.00
0.0000.00
0.0000.00

0033                          1701.18 33.0017.900590.70
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 17.900590.70
7.300240.90
0.0000.00

0034                          1701.24 45.00307.70013,846.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 307.70013,846.50
210.1009,454.50
43.2001,944.00

0035                          1703.48 225.0010.5002,362.50
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5 m 10.5002,362.50
10.6702,400.75
0.0000.00

0036                          4043.00 9.0018.000162.00
REMOVE CULVERT PIPE m 18.000162.00
0.0000.00
0.0000.00

0037                          4050.01 9.0031.000279.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 31.000279.00
31.000279.00
0.0000.00

0038                          6040.00 200.001.000200.00
REMOVE STRUCTURE EACH1.000200.00
AT STA. 11+20.3 1.000200.00
0.0000.00

0039                          6105.01 42.00613.00025,746.00
ROCK RIPRAP, TYPE A Mg 637.00026,754.00
0.0000.00
0.0000.00

0040                          7017.00 3.25242.000786.50
REMOVE GUARDRAIL m 242.000786.50
246.700801.78
0.0000.00

4008                          1010.46 2.700.0000.00
REMOVAL OF UNSUITABLY WET SOIL m3 8,000.00021,600.00
Removal Of Unsuitably Wet Soil 7,432.75020,068.43
0.0000.00

4009                          L006.10 208.500.0000.00
COVERCROP SEEDING REVISED ha 22.0004,587.00
CoverCrop Seeding (S8-21-0603) Subsection 812.02was Void and superseded on 3-13-03 7.9461,656.74
0.0000.00

GROUP 1 GRADINGContracted857,414.03
Current881,749.03
In place706,117.28
This Estimate40,697.13

GROUP 4 CULVERTS
0041                          P120.30 128.0019.0002,432.00
750 mm CULVERT PIPE, TYPE 2 m 0.0000.00
0.0000.00
0.0000.00

0042                          P120.78 802.5046.00036,915.00
1950 mm CULVERT PIPE, TYPE 2 m 122.00097,905.00
123.21298,877.63
0.0000.00

0043                          P129.78 898.0096.00086,208.00
1950 mm CULVERT PIPE, TYPE 2 CLASS V m 40.00035,920.00
43.89239,415.02
0.0000.00

0044                          P300.15 59.005.500324.50
375 mm CULVERT PIPE, TYPE 3,4, OR 5 m 5.500324.50
3.700218.30
0.0000.00

0045                          P300.24 79.0033.5002,646.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5 m 33.5002,646.50
33.8002,670.20
0.0000.00

0046                          P300.30 106.0013.9001,473.40
750 mm CULVERT PIPE, TYPE 3,4 OR 5 m 13.9001,473.40
54.1005,734.60
0.0000.00

0047                          P300.36 123.0022.5002,767.50
900 mm CULVERT PIPE, TYPE 3,4 OR 5 m 22.5002,767.50
22.5002,767.50
0.0000.00

0048                          P300.48 160.0020.9003,344.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 m 20.9003,344.00
20.9003,344.00
0.0000.00

0049                          P300.54 173.0039.4006,816.20
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 m 39.4006,816.20
41.8007,231.40
0.0000.00

0050                          P300.72 268.0013.4003,591.20
1800 mm CULVERT PIPE, TYPE 3,4 OR 5 m 13.4003,591.20
13.4003,591.20
0.0000.00

0051                          P310.48 226.0020.0004,520.00
1200 mm CULVERT PIPE, TYPE 2,4 OR 5 m 20.0004,520.00
20.0004,520.00
0.0000.00

0052                          P310.54 255.0014.0003,570.00
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 m 15.0003,825.00
14.0003,570.00
0.0000.00

0053                          P402.24 66.00102.4006,758.40
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 m 129.4008,540.40
196.00012,936.00
0.0000.00

0054                          P402.36 99.0056.2005,563.80
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 m 56.2005,563.80
55.6005,504.40
0.0000.00

0055                          P500.24 93.5098.5009,209.75
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 m 98.5009,209.75
159.60014,922.60
0.0000.00

0056                          P500.30 119.0080.0009,520.00
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 m 80.0009,520.00
24.5402,920.26
0.0000.00

0057                          P500.36 144.0021.3003,067.20
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 m 21.3003,067.20
22.3003,211.20
0.0000.00

0058                          P700.15 85.003.500297.50
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 3.500297.50
3.500297.50
0.0000.00

0059                          P700.18 91.0085.3007,762.30
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 85.3007,762.30
85.7007,798.70
0.0000.00

0060                          P700.24 110.80173.80019,257.04
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 173.80019,257.04
177.59919,677.97
0.0000.00

0061                          P700.30 150.00125.90018,885.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 125.90018,885.00
125.70018,855.00
0.0000.00

0062                          P700.36 183.00141.00025,803.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 141.00025,803.00
141.00025,803.00
0.0000.00

0063                          P702.42 245.0093.80022,981.00
1050 mm STORM SEWER PIPE, TYPE 1 m 93.80022,981.00
93.80022,981.00
0.0000.00

0064                          P702.48 304.00111.60033,926.40
1200 mm STORM SEWER PIPE, TYPE 1 m 111.60033,926.40
111.60033,926.40
0.0000.00

0065                          0030.40 14,500.001.00014,500.00
MOBILIZATION LS 1.00014,500.00
1.00014,500.00
0.0000.00

0066                          1119.50 150.002.000300.00
REMOVE JUNCTION BOX EACH2.000300.00
2.000300.00
0.0000.00

0067                          4002.00 3.851,254.0004,827.90
CAST IRON COVER AND FRAME kg 1,254.0004,827.90
1,254.0004,827.90
1,254.0004,827.90

0068                          4003.00 3.60263.000946.80
CAST IRON COVER, FRAME, AND FLANGE kg 263.000946.80
0.0000.00
0.0000.00

0069                          4004.50 3.45120.000414.00
CAST IRON GRATE AND FRAME kg 120.000414.00
212.000731.40
92.000317.40

0070                          4005.00 3.111,716.0005,336.76
CAST IRON RING AND COVER kg 1,716.0005,336.76
1,716.0005,336.76
1,716.0005,336.76

0071                          4016.00 2,885.001.0002,885.00
MANHOLE EACH1.0002,885.00
AT STA. 16+00 7.9 RT 1.0002,885.00
0.0000.00

0072                          4016.01 2,885.001.0002,885.00
MANHOLE EACH1.0002,885.00
AT STA. 16+95.4 7.97 RT 1.0002,885.00
0.0000.00

0073                          4016.02 3,000.001.0003,000.00
MANHOLE EACH1.0003,000.00
AT STA. 17+39.1 8.15 RT 1.0003,000.00
0.0000.00

0074                          4016.03 2,885.001.0002,885.00
MANHOLE EACH1.0002,885.00
AT STA. 17+50.2 8.15 RT 1.0002,885.00
0.0000.00

0075                          4016.04 2,885.001.0002,885.00
MANHOLE EACH1.0002,885.00
AT STA. 17+89.2 8.13 RT 1.0002,885.00
0.0000.00

0076                          4016.05 2,000.001.0002,000.00
MANHOLE EACH1.0002,000.00
AT STA. 18+10.2 8.03 RT 1.0002,000.00
0.0000.00

0077                          4016.06 2,000.001.0002,000.00
MANHOLE EACH1.0002,000.00
AT STA. 18+50.2 8.09 RT 1.0002,000.00
0.0000.00

0078                          4016.07 2,000.001.0002,000.00
MANHOLE EACH1.0002,000.00
AT STA. 19+00.2 7.88 RT 1.0002,000.00
0.0000.00

0079                          4016.08 2,320.001.0002,320.00
MANHOLE EACH1.0002,320.00
AT STA. 19+30.2 7.89 RT 1.0002,320.00
0.0000.00

0080                          4016.09 2,000.001.0002,000.00
MANHOLE EACH1.0002,000.00
AT STA. 19+61.9 7.90 RT 1.0002,000.00
0.0000.00

0081                          4016.10 1,850.001.0001,850.00
MANHOLE EACH1.0001,850.00
AT STA. 21+55 8.0 LT 1.0001,850.00
0.0000.00

0082                          4016.11 1,850.001.0001,850.00
MANHOLE EACH1.0001,850.00
AT STA. 21+55 10.0 RT 1.0001,850.00
0.0000.00

0083                          4018.50 305.001.000305.00
TAPPING EXISTING PIPE EACH1.000305.00
1.000305.00
0.0000.00

0084                          4040.00 96.0030.0002,880.00
REMOVE HEADWALLS FROM CULVERTS EACH30.0002,880.00
30.0002,880.00
0.0000.00

0085                          4044.00 1,000.001.0001,000.00
PREPARATION OF STRUCTURE EACH1.0001,000.00
AT STA. 27+15.5 1.0001,000.00
0.0000.00

0086                          4044.01 1,300.001.0001,300.00
PREPARATION OF STRUCTURE EACH0.0000.00
AT STA. 33+15.3 0.0000.00
0.0000.00

0087                          4045.04 4,500.001.0004,500.00
REMOVE STRUCTURE EACH1.0004,500.00
AT STA. 75+72.9 1.0004,500.00
0.0000.00

0088                          4045.05 7,000.001.0007,000.00
REMOVE STRUCTURE EACH1.0007,000.00
AT STA. 89+21.6 1.0007,000.00
0.0000.00

0089                          4050.01 11.001,916.00021,076.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 2,190.00024,090.00
2,221.41824,435.60
77.000847.00

0090                          4051.01 8.002,157.00017,256.00
EXCAVATION FOR BOX CULVERTS m3 2,157.00017,256.00
2,177.00017,416.00
0.0000.00

0091                          4100.06 650.0017.20011,180.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL m3 17.50011,375.00
18.80012,220.00
0.0000.00

0092                          4101.06 325.00516.141167,745.82
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 516.141167,745.82
551.499179,237.19
0.0000.00

0093                          4105.59 556.0077.06042,845.36
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 77.06042,845.36
64.34135,773.59
0.0000.00

0094                          4107.07 525.000.590309.75
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 0.590309.75
2.9711,559.78
0.0000.00

0095                          4120.06 653.006.0003,918.00
CLASS 47B-20 OR AX-20 FOR CONCRETE BOX CULVERT PLUG m3 6.0003,918.00
6.0003,918.00
0.0000.00

0096                          4150.00 2.20899.0001,977.80
REINFORCING STEEL FOR HEADWALL kg 927.0002,039.40
942.0002,072.40
0.0000.00

0097                          4151.00 1.2029,575.00035,490.00
REINFORCING STEEL FOR BOX CULVERT kg 30,556.00036,667.20
31,641.03837,969.25
0.0000.00

0098                          4155.50 1.563,608.0005,628.48
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 3,608.0005,628.48
1,567.1702,444.79
1,549.1702,416.71

0099                          4157.00 2.2024.00052.80
REINFORCING STEEL FOR COLLARS kg 24.00052.80
103.199227.04
0.0000.00

0100                          4310.18 365.001.000365.00
450 mm FLARED-END SECTION EACH1.000365.00
0.0000.00
0.0000.00

0101                          4310.24 210.0016.0003,360.00
600 mm FLARED-END SECTION EACH16.0003,360.00
19.0003,990.00
0.0000.00

0102                          4310.30 265.002.000530.00
750 mm FLARED-END SECTION EACH2.000530.00
4.0001,060.00
0.0000.00

0103                          4310.36 400.006.0002,400.00
900 mm FLARED-END SECTION EACH5.0002,000.00
3.0001,200.00
0.0000.00

0104                          4310.48 825.005.0004,125.00
1200 mm FLARED-END SECTION EACH5.0004,125.00
5.0004,125.00
0.0000.00

0105                          4310.54 925.004.0003,700.00
1350 mm FLARED-END SECTION EACH4.0003,700.00
4.0003,700.00
0.0000.00

0106                          4325.24 550.004.0002,200.00
600 mm SAFETY SLOPED END SECTION EACH4.0002,200.00
4.0002,200.00
0.0000.00

0107                          4670.05 70.00120.0008,400.00
CULVERT SANDFILL m3 120.0008,400.00
AT STA. 33+15.3 120.0008,400.00
0.0000.00

0108                          4885.78 1,761.0048.00084,528.00
JACKING 1950 mm CULVERT PIPE, TYPE 2 CLASS V m 40.00070,440.00
43.89277,293.81
0.0000.00

0109                          6105.01 40.00229.0009,160.00
ROCK RIPRAP, TYPE A Mg 207.0008,280.00
161.0536,442.12
0.0000.00

0110                          6105.02 39.301,177.00046,256.10
ROCK RIPRAP, TYPE B Mg 1,177.00046,256.10
2,361.68492,814.17
0.0000.00

0111                          6105.03 39.30416.00016,348.80
ROCK RIPRAP, TYPE C Mg 416.00016,348.80
430.75116,928.52
0.0000.00

4004                          P120.36 195.000.0000.00
900 mm CULVERT PIPE, TYPE 2 m 19.5003,802.50
19.5003,802.50
0.0000.00

4013                          4039.20 17.410.0000.00
REMOVE AND RELAY CULVERT PIPE m 31.000539.71
Remove and Relay 600 mm Culvert Pipe 31.000539.71
31.000539.71

4014                          4035.90 105.000.0000.00
REMOVE AND REINSTALL FLARED-END SECTION EACH2.000210.00
Remove and Reinstall 600mm F.E.S. 2.000210.00
2.000210.00

GROUP 4 CULVERTSContracted878,363.07
Current881,002.08
In place950,694.41
This Estimate14,495.48

GROUP 4A CULVERTS
0112                          W100.01 210.002.000420.00
CURB STOP AND BOX EACH2.000420.00
3.000630.00
0.0000.00

0113                          W100.25 200.001.000200.00
VALVE BOX EACH1.000200.00
1.000200.00
0.0000.00

0114                          W176.26 34.00108.0003,672.00
25 mm WATER SERVICE m 108.0003,672.00
144.6204,917.08
0.0000.00

0115                          W176.71 210.002.000420.00
WATER SERVICE CONNECTION EACH2.000420.00
2.000420.00
0.0000.00

0116                          W180.60 450.001.000450.00
METER PIT - COMPLETE EACH1.000450.00
1.000450.00
0.0000.00

0117                          W205.04 128.0010.1001,292.80
100 mm WATER MAIN PIPE m 10.1001,292.80
7.467955.78
0.0000.00

0118                          W205.06 130.0046.9006,097.00
150 mm WATER MAIN PIPE m 46.9006,097.00
35.2054,576.65
0.0000.00

0119                          W205.08 135.0044.6006,021.00
200 mm WATER MAIN PIPE m 44.6006,021.00
44.4496,000.62
0.0000.00

0120                          W219.66 533.003.0001,599.00
150 mm GATE VALVE AND BOX EACH3.0001,599.00
6.0003,198.00
0.0000.00

0121                          W220.40 300.003.000900.00
SALVAGE GATE VALVE EACH3.000900.00
2.000600.00
0.0000.00

0122                          W222.00 1,400.001.0001,400.00
FIRE HYDRANT EACH1.0001,400.00
1.0001,400.00
0.0000.00

0123                          W222.06 1,400.003.0004,200.00
150 mm FIRE HYDRANT EACH3.0004,200.00
2.0002,800.00
0.0000.00

0124                          W222.91 350.004.0001,400.00
SALVAGE FIRE HYDRANT EACH4.0001,400.00
3.0001,050.00
0.0000.00

0125                          W300.14 105.0019.0001,995.00
350 mm CASING m 19.0001,995.00
18.2441,915.62
0.0000.00

0126                          W300.16 120.0013.0001,560.00
450 mm CASING m 13.0001,560.00
12.1921,463.04
0.0000.00

0127                          W356.07 135.001.000135.00
100 mm X 100 mm X 100 mm TEE EACH1.000135.00
1.000135.00
0.0000.00

0128                          W356.13 185.001.000185.00
150 mm X 150 mm X 150 mm TEE EACH1.000185.00
0.0000.00
0.0000.00

0129                          W356.17 230.001.000230.00
200 mm X 200 mm X 150 mm TEE EACH1.000230.00
1.000230.00
0.0000.00

0130                          W357.16 120.004.000480.00
150 mm - 45 DEGREE BEND EACH4.000480.00
4.000480.00
0.0000.00

0131                          W357.40 175.004.000700.00
200 mm - 45 DEGREE BEND EACH4.000700.00
4.000700.00
0.0000.00

0132                          W358.16 100.001.000100.00
150 mm X 100 mm REDUCER EACH1.000100.00
1.000100.00
0.0000.00

0133                          W724.50 185.001.000185.00
DISCONNECT WATER SERVICE AT MAIN EACH1.000185.00
0.0000.00
0.0000.00

0134                          W724.75 450.009.0004,050.00
CONNECT TO WATER MAIN EACH9.0004,050.00
6.0002,700.00
0.0000.00

0135                          W750.06 185.001.000185.00
RELOCATE WATER VALVE AND BOX EACH1.000185.00
1.000185.00
0.0000.00

0136                          W800.00 65.001.00065.00
REMOVE CURB STOP AND BOX EACH1.00065.00
0.0000.00
0.0000.00

0137                          W800.12 85.002.000170.00
REMOVE TEE EACH2.000170.00
1.00085.00
0.0000.00

0138                          W800.23 30.002.00060.00
REMOVE WATER LINE m 2.00060.00
0.0000.00
0.0000.00

0139                          W800.60 150.001.000150.00
REMOVE WATER METER PIT EACH1.000150.00
1.000150.00
0.0000.00

0140                          W800.93 42.0028.7001,205.40
BORING 25 mm WATER SERVICE m 28.7001,205.40
32.1001,348.20
0.0000.00

0141                          0030.40 3,000.001.0003,000.00
MOBILIZATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0142                          4808.14 200.0019.0003,800.00
BORING 350 mm STEEL CASING m 19.0003,800.00
18.2883,657.60
0.0000.00

0143                          4808.17 261.0013.0003,393.00
BORING 450 mm STEEL CASING m 13.0003,393.00
12.1923,182.11
0.0000.00

GROUP 4A CULVERTSContracted49,720.20
Current49,720.20
In place46,529.70
This Estimate0.00

GROUP 5 SEEDING
0144                          L001.01 1,080.0016.60017,928.00
SEEDING, TYPE A ha 16.60017,928.00
0.0000.00
0.0000.00

0145                          L001.02 747.006.0004,482.00
SEEDING, TYPE B ha 6.0004,482.00
0.0000.00
0.0000.00

0146                          L010.00 5.005,477.00027,385.00
SODDING m2 5,477.00027,385.00
0.0000.00
0.0000.00

0147                          L032.75 60.00113.0006,780.00
MULCH Mg 113.0006,780.00
0.0000.00
0.0000.00

0148                          0030.50 4,900.001.0004,900.00
MOBILIZATION LS 1.0004,900.00
0.0000.00
0.0000.00

GROUP 5 SEEDINGContracted61,475.00
Current61,475.00
In place0.00
This Estimate0.00

GROUP 6 BRIDGE AT STA. 12+12.49
0149                          0030.60 50,000.001.00050,000.00
MOBILIZATION LS 1.00050,000.00
1.00050,000.00
0.0000.00

0150                          1010.01 25.00135.0003,375.00
EXCAVATION (ESTABLISHED QUANTITY) m3 135.0003,375.00
135.0003,375.00
0.0000.00

0151                          1043.50 4.00390.0001,560.00
RIPRAP FILTER FABRIC m2 390.0001,560.00
2,353.3539,413.42
0.0000.00

0152                          3050.15 280.00139.90039,172.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 139.90039,172.00
139.90039,172.00
0.0000.00

0153                          3051.10 1.439,095.00013,005.85
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 9,095.00013,005.85
9,095.00013,005.86
0.0000.00

0154                          6000.10 7,500.001.0007,500.00
ABUTMENT NO.1 EXCAVATION LS 1.0007,500.00
1.0007,500.00
0.0000.00

0155                          6000.11 7,500.001.0007,500.00
ABUTMENT NO.2 EXCAVATION LS 1.0007,500.00
1.0007,500.00
0.0000.00

0156                          6001.50 12,500.001.00012,500.00
BENT NO.1 EXCAVATION LS 1.00012,500.00
1.00012,500.00
0.0000.00

0157                          6001.51 12,500.001.00012,500.00
BENT NO.2 EXCAVATION LS 1.00012,500.00
1.00012,500.00
0.0000.00

0158                          6005.60 50.00120.0006,000.00
ELASTOMERIC BEARING EACH120.0006,000.00
120.0006,000.00
0.0000.00

0159                          6010.22 425.00195.50083,087.50
CLASS 47B-20 CONCRETE FOR BRIDGE m3 195.50083,087.50
195.50083,087.52
0.0000.00

0160                          6010.26 525.00103.20054,180.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 103.20054,180.00
103.20054,180.00
0.0000.00

0161                          6011.11 130,000.001.000130,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000130,000.00
AT STA. 12+12.49 1.000130,000.00
0.0000.00

0162                          6030.00 50,000.001.00050,000.00
PREPARATION OF BRIDGE EACH1.00050,000.00
AT STA. 12+12.49 1.00050,000.00
0.0000.00

0163                          6080.00 7.75445.0003,448.75
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 445.0003,448.75
445.0003,448.75
0.0000.00

0164                          6104.00 27.50350.0009,625.00
BROKEN CONCRETE RIPRAP Mg 350.0009,625.00
350.0009,625.00
0.0000.00

0165                          6131.50 1.4320,860.00029,829.80
EPOXY COATED REINFORCING STEEL kg 21,364.39030,551.08
21,364.39530,551.07
0.0000.00

0166                          6139.50 62.0031.0001,922.00
SUBSURFACE DRAINAGE MATTING m2 31.0001,922.00
28.6341,775.31
0.0000.00

0167                          6210.12 82.00335.30027,494.60
HP 250 mm X 62 kg STEEL PILING m 333.90327,380.05
327.29426,838.10
0.0000.00

0168                          6310.00 130.00274.50035,685.00
STEEL SHEET PILING m2 274.50035,685.00
274.50035,685.00
0.0000.00

0169                          6510.51 7,500.001.0007,500.00
TEMPORARY BRIDGE SHORING LS 1.0007,500.00
1.0007,500.00
0.0000.00

0170                          8091.00 26.00105.0002,730.00
GRANULAR BACKFILL m3 105.0002,730.00
109.0002,834.00
0.0000.00

4000                          6210.60 49.200.0000.00
PAY CUT-OFF FOR PIPE PILE m 1.39768.73
In accordance with paragraph 2 of subsection 703.5 14.862731.22
0.0000.00

4006                          7050.02 772.600.0000.00
ADDITIONAL COMPENSATION LS 1.000772.60
Additional compensation for overrun of bridge deck due to increase in shims 6.6 m^3 X 117.06 /M=772.6 1.000772.60
0.0000.00

4007                          0095.00 300.000.0000.00
ADDITIONAL FREIGHT LS 1.000300.00
1.000300.00
0.0000.00

GROUP 6 BRIDGE AT STA. 12+12.49Contracted588,615.50
Current590,363.56
In place598,294.85
This Estimate0.00

GROUP 6A BRIDGE AT STA. 54+52.95
0171                          0030.60 40,000.001.00040,000.00
MOBILIZATION LS 1.00040,000.00
1.00040,000.00
0.0000.00

0172                          1010.01 10.00285.0002,850.00
EXCAVATION (ESTABLISHED QUANTITY) m3 285.0002,850.00
210.0002,100.00
75.000750.00

0173                          1043.50 3.60115.000414.00
RIPRAP FILTER FABRIC m2 115.000414.00
250.530901.91
0.0000.00

0174                          3050.15 260.00116.60030,316.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 116.60030,316.00
116.60030,316.00
0.0000.00

0175                          3051.10 1.437,630.00010,910.90
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 7,630.00010,910.90
7,630.00010,910.90
0.0000.00

0176                          6000.10 7,500.001.0007,500.00
ABUTMENT NO.1 EXCAVATION LS 1.0007,500.00
1.0007,500.00
0.0000.00

0177                          6000.11 7,500.001.0007,500.00
ABUTMENT NO.2 EXCAVATION LS 1.0007,500.00
1.0007,500.00
0.0000.00

0178                          6001.50 12,500.001.00012,500.00
BENT NO.1 EXCAVATION LS 1.00012,500.00
1.00012,500.00
0.0000.00

0179                          6001.51 12,500.001.00012,500.00
BENT NO.2 EXCAVATION LS 1.00012,500.00
1.00012,500.00
0.0000.00

0180                          6005.60 50.0096.0004,800.00
ELASTOMERIC BEARING EACH96.0004,800.00
96.0004,800.00
0.0000.00

0181                          6010.22 420.00164.60069,132.00
CLASS 47B-20 CONCRETE FOR BRIDGE m3 164.60069,132.00
164.60069,132.00
0.0000.00

0182                          6010.26 490.0089.30043,757.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 89.30043,757.00
89.30043,757.00
0.0000.00

0183                          6011.11 108,000.001.000108,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000108,000.00
AT STA. 54+52.95 1.000108,000.00
0.0000.00

0184                          6030.00 35,000.001.00035,000.00
PREPARATION OF BRIDGE EACH1.00035,000.00
AT STA. 54+52.95 1.00035,000.00
0.0000.00

0185                          6080.00 7.75460.0003,565.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 460.0003,565.00
460.0003,565.00
0.0000.00

0186                          6104.00 27.55230.0006,336.50
BROKEN CONCRETE RIPRAP Mg 230.0006,336.50
230.0006,336.50
30.000826.50

0187                          6131.50 1.4317,885.00025,575.55
EPOXY COATED REINFORCING STEEL kg 17,885.00025,575.55
17,885.00025,575.55
0.0000.00

0188                          6139.50 60.0025.0001,500.00
SUBSURFACE DRAINAGE MATTING m2 25.0001,500.00
36.2012,172.06
0.0000.00

0189                          6210.12 82.00201.20016,498.40
HP 250 mm X 62 kg STEEL PILING m 191.96415,741.05
192.00415,744.33
0.0000.00

0190                          6310.00 130.00245.00031,850.00
STEEL SHEET PILING m2 245.00031,850.00
245.00031,850.00
0.0000.00

0191                          8091.00 26.0095.0002,470.00
GRANULAR BACKFILL m3 95.0002,470.00
95.0002,470.00
0.0000.00

4010                          6210.32 49.200.0000.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING m 9.236454.41
In Accordance with Paragraph 2 of Subsection 703.5 3.087151.88
0.0000.00

4011                          0096.00 1,350.000.0000.00
DEDUCTION LS 0.0000.00
Deduction for low Compressive strength- See Assistant Construction Eng. Letter Dated May 13,2003 0.0000.00
0.0000.00

4012                          0096.00 -1,350.000.0000.00
DEDUCTION LS 1.000-1,350.00
Deuction for low compressive strength - See Assistant Construction Eng. Letter Dated May 13,2003 1.000-1,350.00
0.0000.00

GROUP 6A BRIDGE AT STA. 54+52.95Contracted472,975.35
Current471,322.41
In place471,433.13
This Estimate1,576.50

GROUP 7 GUARDRAIL
0192                          0030.70 462.001.000462.00
MOBILIZATION LS 1.000462.00
0.0000.00
0.0000.00

0193                          7011.20 40.0082.2003,288.00
W-BEAM GUARDRAIL m 82.2003,288.00
0.0000.00
0.0000.00

0194                          7020.00 1,000.008.0008,000.00
BRIDGE APPROACH SECTIONS EACH8.0008,000.00
0.0000.00
0.0000.00

0195                          7024.27 1,500.008.00012,000.00
GUARDRAIL END TREATMENT, TYPE II EACH8.00012,000.00
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted23,750.00
Current23,750.00
In place0.00
This Estimate0.00

GROUP 8B ELECTRICAL
0196                          A001.12 450.001.000450.00
PULL BOX, TYPE PB-5 EACH1.000450.00
0.0000.00
0.0000.00

0197                          A004.40 700.002.0001,400.00
TRAFFIC SIGNAL, TYPE TS-2 EACH2.0001,400.00
2.0001,400.00
2.0001,400.00

0198                          A070.10 8.00111.000888.00
38 mm CONDUIT IN TRENCH m 111.000888.00
103.300826.40
103.300826.40

0199                          A074.12 42.0045.0001,890.00
38 mm CONDUIT, JACKED m 45.0001,890.00
34.3001,440.60
34.3001,440.60

0200                          A077.12 1.2522.00027.50
2/C #14 AWG TRAFFIC SIGNAL CABLE m 22.00027.50
0.0000.00
0.0000.00

0201                          A080.22 1.30171.000222.30
STREET LIGHTING CABLE, NO. 6 BARE m 171.000222.30
42.85055.71
42.85055.71

0202                          A080.24 2.00342.000684.00
STREET LIGHTING CABLE, NO. 6 USE m 342.000684.00
85.700171.40
85.700171.40

0203                          A501.75 600.001.000600.00
INSTALL FLASHER CONTROLLER EACH1.000600.00
0.0000.00
0.0000.00

0204                          A610.00 750.001.000750.00
REMOVE TRAFFIC SIGNAL EACH1.000750.00
AT STA. 14+96 1.000750.00
1.000750.00

0205                          A700.20 1,200.002.0002,400.00
RELOCATE STREET LIGHTING UNIT EACH2.0002,400.00
TYPE "A" 1.0001,200.00
0.700840.00

0206                          A700.21 1,500.003.0004,500.00
RELOCATE STREET LIGHTING UNIT EACH3.0004,500.00
TYPE "B" 3.0004,500.00
3.0004,500.00

0207                          0030.81 3,500.001.0003,500.00
MOBILIZATION LS 1.0003,500.00
0.4951,732.50
0.4951,732.50

4002                          A612.10 585.900.0000.00
REMOVE AND REINSTALL STREET LIGHTING UNIT EACH10.0005,859.00
Remove and replace Breakaway Coupling Type Bases with Transformer Breakaway Bases. 6.0003,515.40
6.0003,515.40

4003                          A017.61 232.750.0000.00
TRANSFORMER BASE EACH4.000931.00
Install Transformer Breakaway Bases on Relocated Poles 0.0000.00
0.0000.00

GROUP 8B ELECTRICALContracted17,311.80
Current24,101.80
In place15,592.01
This Estimate15,232.01

GROUP 9 BITUMINOUS
0208                          P402.15 92.00336.00030,912.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 m 336.00030,912.00
0.0000.00
0.0000.00

0209                          P500.15 115.0024.0002,760.00
375 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 m 24.0002,760.00
23.1602,663.40
23.1602,663.40

0210                          0002.55 23.00342.0007,866.00
OVERLAY BROKEN LINES StaM342.0007,866.00
0.67215.46
0.0000.00

0211                          0002.60 26.00229.2405,960.24
OVERLAY SOLID LINES StaM229.2405,960.24
9.965259.10
0.0000.00

0212                          0002.76 0.2029,000.0005,800.00
PERMANENT PAVEMENT MARKING PAINT m 29,000.0005,800.00
0.0000.00
0.0000.00

0213                          0030.90 42,000.001.00042,000.00
MOBILIZATION LS 1.00042,000.00
1.00042,000.00
0.50021,000.00

0214                          2001.00 12.50131.0001,637.50
GRAVEL SURFACE COURSE m3 131.0001,637.50
32.030400.38
0.0000.00

0215                          2009.10 500.002.1001,050.00
GRAVEL EMBEDMENT StaM2.1001,050.00
0.0000.00
0.0000.00

0216                          2010.00 39.501.00039.50
CRUSHED ROCK SURFACE COURSE m3 1.00039.50
0.0000.00
0.0000.00

0217                          2020.00 7.5015.000112.50
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS m2 15.000112.50
0.0000.00
0.0000.00

0218                          2021.00 50.004.000200.00
MAILBOX POST EACH4.000200.00
0.0000.00
0.0000.00

0219                          3014.12 80.00328.50026,280.00
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER m 328.50026,280.00
206.74016,539.20
62.4904,999.20

0220                          3016.21 30.00240.0007,200.00
CONCRETE CLASS 47B-20 SIDEWALKS m2 240.0007,200.00
21.238637.14
21.238637.14

0221                          3020.26 41.00304.00012,464.00
CONCRETE CLASS 47B-25 DRIVEWAY m2 304.00012,464.00
140.9265,777.97
65.1302,670.33

0222                          3075.31 53.00752.00039,856.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 752.00039,856.00
506.26426,832.00
186.5109,885.03

0223                          4024.55 150.0046.6006,990.00
FLUME SPILLWAY m 46.6006,990.00
0.0000.00
0.0000.00

0224                          4024.70 1,700.0015.00025,500.00
CONCRETE FLUME, TYPE I EACH15.00025,500.00
0.0000.00
0.0000.00

0225                          4024.73 1,500.0024.00036,000.00
CONCRETE FLUME, TYPE IV EACH24.00036,000.00
0.0000.00
0.0000.00

0226                          4024.75 1,700.002.0003,400.00
CONCRETE FLUME, TYPE VI EACH2.0003,400.00
0.0000.00
0.0000.00

0227                          7503.04 6.251,150.0007,187.50
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 m 1,150.0007,187.50
0.0000.00
0.0000.00

0228                          7512.04 36.0039.0001,404.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 m 39.0001,404.00
0.0000.00
0.0000.00

0229                          7530.48 1,075.003.0003,225.00
RAILROAD CROSSING SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4 EACH3.0003,225.00
0.0000.00
0.0000.00

0230                          8029.84 1.6559,988.00098,980.20
BITUMINOUS FOUNDATION COURSE 100 mm m2 59,988.00098,980.20
0.0000.00
0.0000.00

0231                          8101.00 2,100.009.45519,855.50
SUBGRADE STABILIZATION StaM9.45519,855.50
0.0000.00
0.0000.00

0232                          9000.75 14.24500.0007,120.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE Mg 500.0007,120.00
SPS 0.0000.00
0.0000.00

0233                          9005.00 38.0975.0002,856.75
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 75.0002,856.75
SP4(12.5) 43.6451,662.44
0.0000.00

0234                          9005.23 14.244,500.00064,080.00
ASPHALTIC CONCRETE, TYPE SPS Mg 4,500.00064,080.00
0.0000.00
0.0000.00

0235                          9005.45 23.0923,690.000547,002.10
ASPHALTIC CONCRETE, TYPE SP4(12.5) Mg 23,690.000547,002.10
0.0000.00
0.0000.00

0236                          9009.00 2.904,729.00013,714.10
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 4,729.00013,714.10
0.0000.00
0.0000.00

0237                          9020.92 213.0027.0005,751.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING Mg 27.0005,751.00
0.0000.00
0.0000.00

0238                          9021.03 213.00243.00051,759.00
PERFORMANCE GRADED BINDER (58-28) Mg 243.00051,759.00
0.0000.00
0.0000.00

0239                          9021.08 269.001,283.310345,210.39
PERFORMANCE GRADED BINDER (64-28) Mg 1,283.310345,210.39
2.095563.56
0.0000.00

0240                          9030.00 5.004,376.70021,883.50
CONSTRUCTING ASPHALTIC CONCRETE CURB m 4,376.70021,883.50
0.0000.00
0.0000.00

0241                          9053.00 0.2559,420.00014,855.00
TACK COAT L 59,420.00014,855.00
0.0000.00
0.0000.00

0242                          9111.00 2.001,832.0003,664.00
WATER kL 1,832.0003,664.00
0.0000.00
0.0000.00

0243                          9170.00 150.00161.07924,161.85
EARTH SHOULDER CONSTRUCTION StaM161.07924,161.85
0.0000.00
0.0000.00

0244                          9173.20 0.9575,410.00071,639.50
SUBGRADE PREPARATION m2 75,410.00071,639.50
635.450603.68
187.520178.14

0245                          9179.23 1,250.009.31611,645.00
COLD MILLING, CLASS 3 StaM9.31611,645.00
0.0000.00
0.0000.00

0246                          9179.24 1,490.0075.695112,785.55
COLD MILLING, CLASS 4 StaM75.695112,785.55
77.223115,062.27
0.0000.00

0247                          9179.43 495.0033.45716,561.22
COLD MILLING, CLASS 3 StaM33.45716,561.22
TYPE A 0.0000.00
0.0000.00

0248                          9188.50 25.00395.0009,875.00
SURFACING UNDER GUARDRAIL m2 395.0009,875.00
0.0000.00
0.0000.00

0249                          9190.50 30.00596.00017,880.00
FLY ASH Mg 596.00017,880.00
0.0000.00
0.0000.00

0250                          9300.50 5,000.001.0005,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING LS 1.0005,000.00
0.0000.00
0.0000.00

4001                          7500.30 1,137.150.0000.00
STOP LINE EACH2.0002,274.30
"STOP AHEAD", Preformed Pvmt Marking Type 4 W/Stop Line 0.0000.00
0.0000.00

GROUP 9 BITUMINOUSContracted1,734,123.90
Current1,736,398.20
In place213,016.60
This Estimate42,033.24

GROUP 10 GENERAL ITEMS
0251                          0001.08 1.002,060.0002,060.00
BARRICADE, TYPE II BDAY2,060.0002,060.00
9,448.0009,448.00
1,323.0001,323.00

0252                          0001.10 2.503,438.0008,595.00
BARRICADE, TYPE III BDAY3,438.0008,595.00
14,654.00036,635.00
1,403.0003,507.50

0253                          0001.30 2.002,014.0004,028.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY2,014.0004,028.00
125.000250.00
0.0000.00

0254                          0001.75 6.001,720.00010,320.00
TEMPORARY SIGN DAY EACH1,720.00010,320.00
0.0000.00
0.0000.00

0255                          0001.90 0.5024,610.00012,305.00
SIGN DAY EACH24,610.00012,305.00
37,176.00018,588.00
2,688.0001,344.00

0256                          0002.30 1.75350.000612.50
PAVEMENT MARKING REMOVAL m 350.000612.50
434.170759.80
0.0000.00

0257                          0002.31 1.00650.000650.00
TEMPORARY PAVEMENT MARKING m 650.000650.00
0.0000.00
0.0000.00

0258                          0003.10 180.00140.00025,200.00
FLAGGING DAY 140.00025,200.00
26.5004,770.00
0.0000.00

0259                          0003.20 280.0010.0002,800.00
FURNISHING AND OPERATING PILOT VEHICLE DAY 10.0002,800.00
0.0000.00
0.0000.00

0260                          0003.51 30.00150.0004,500.00
INSTALL CONCRETE PROTECTION BARRIER m 150.0004,500.00
163.9004,917.00
0.0000.00

0261                          0003.56 15.00150.0002,250.00
RELOCATE CONCRETE PROTECTION BARRIER m 150.0002,250.00
163.9002,458.50
0.0000.00

0262                          0003.70 400.004.0001,600.00
TEMPORARY RUMBLE STRIP EACH4.0001,600.00
4.0001,600.00
0.0000.00

0263                          0003.75 8,000.001.0008,000.00
TEMPORARY TRAFFIC SIGNAL EACH1.0008,000.00
1.0008,000.00
0.0000.00

0264                          0005.10 150.00200.00030,000.00
TRAFFIC CONTROL MANAGEMENT DAY 200.00030,000.00
308.00046,200.00
21.0003,150.00

0265                          0010.04 1,500.001.0001,500.00
FIELD OFFICE EACH1.0001,500.00
0.0000.00
0.0000.00

0266                          0030.00 5,000.001.0005,000.00
MOBILIZATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0267                          9110.01 65.0055.0003,575.00
RENTAL OF LOADER, FULLY OPERATED HOUR55.0003,575.00
26.5001,722.50
0.0000.00

0268                          9110.02 70.0020.0001,400.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR20.0001,400.00
27.2501,907.50
1.00070.00

0269                          9110.03 55.0055.0003,025.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR55.0003,025.00
11.000605.00
0.0000.00

0270                          9110.07 50.0055.0002,750.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR55.0002,750.00
0.0000.00
0.0000.00

4005                          0001.99 2.250.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH1,620.0003,645.00
4,506.00010,138.50
698.0001,570.50

GROUP 10 GENERAL ITEMSContracted130,170.50
Current133,815.50
In place152,999.80
This Estimate10,965.00

Totals for contractContracted4,813,919.34
Current4,853,697.77
In place3,154,677.78
This Estimate124,999.36