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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:1216 CEDAR VALLEY CORP.
Contract ID:3031X
Estimate Number:0023
Pay Period End Date:06.15.2002
Contract Location:
COLUMBUS EASTEstimate Type:PROG
Contractor:
CEDAR VALLEY CORP.Date Let:03.29.2001
2637 WAGNER ROADDate Awarded:04.06.2001
PO BOX 1740Date Contract Executed:04.20.2001
Date Notice to Proceed:04.20.2001
WATERLOO IA 50704Date Work Began:04.30.2001
Phone:Date Physical Work Completed:
(319)235-9537Date Accepted:
Escrow Agent:
Surety Co:
UNITED FIRE & CASUALTY COMPANY
Counties
COLFAX
PLATTE
Project Number PCT Fed State Project Number Description
32031 000  0.000 EACNH-30-5(121)  GRAD CONC PAVE CULV ELEC
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$8,679,006.04$8,433,146.07$245,859.97
$9,557,754.11Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$8,679,006.04$8,433,146.07$245,859.97
$9,472,777.74Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
90.81%Net Earnings$8,654,006.04$8,408,146.07$245,859.97
Liquidated Damages$.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$1,353.55$1,353.55$.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$1,353.55$1,353.55$.00
Payment$8,655,359.59$8,409,499.62$245,859.97
Project ManagerDiv. Head/Dist. Eng.
Trosper, Steven06.17.2002Boyle, Pat06.18.2002
Constr. Estimate Eng.Materials Eng.
Henrichson, Roger06.18.2002
Controller Div. Processed
Burling, Laurie06.19.2002
Detailed breakdown of stockpiled materials
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                          L001.18 4,136.202.65010,960.93
SEEDING, TYPE WETLAND-HIGH ha 2.65010,960.93
1.3205,459.78
1.3205,459.78

0002                          L001.19 3,306.253.34011,042.88
SEEDING, TYPE WETLAND-LOW ha 3.34011,042.88
1.0003,306.25
1.0003,306.25

0003                          L006.00 67.5037.0002,497.50
COVER CROP SEEDING ha 37.0002,497.50
0.0000.00
0.0000.00

0004                          L020.09 12.681,081.00013,707.08
EROSION CONTROL, TYPE AAA m2 1,081.00013,707.08
0.0000.00
0.0000.00

0005                          P300.24 58.4517.000993.65
600 mm CULVERT PIPE, TYPE 3,4 OR 5 m 17.000993.65
0.0000.00
0.0000.00

0006                          P400.18 77.20587.50045,355.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 587.50045,355.00
587.49045,354.23
0.0000.00

0007                          0030.10 50,450.001.00050,450.00
MOBILIZATION LS 1.00050,450.00
1.00050,450.00
0.0000.00

0008                          1009.00 22,775.001.00022,775.00
GENERAL CLEARING AND GRUBBING LS 1.00022,775.00
1.00022,775.00
0.0000.00

0009                          1011.00 1.205,059.0006,070.80
WATER kL 5,059.0006,070.80
527.896633.48
0.0000.00

0010                          1012.00 58.32139.0008,106.48
RIGHT-OF-WAY MARKERS EACH139.0008,106.48
156.0009,097.92
0.0000.00

0011                          1030.00 3.60252,837.000910,213.20
EARTHWORK MEASURED IN EMBANKMENT m3 252,837.000910,213.20
256,519.869923,471.53
0.0000.00

0012                          1041.00 0.2436,555.0008,773.20
SALVAGING AND PLACING TOPSOIL m2 36,555.0008,773.20
27,400.0006,576.00
0.0000.00

0013                          1042.00 0.4635,434.00016,299.64
SALVAGING AND PLACING HYDRIC SOIL m2 35,434.00016,299.64
16,666.0007,666.36
0.0000.00

0014                          1090.00 420.002.000840.00
ABANDON WELLS EACH2.000840.00
0.0000.00
0.0000.00

0015                          1101.00 3.3729,712.000100,129.44
REMOVE PAVEMENT m2 14,225.19747,938.91
14,225.19747,938.91
0.0000.00

0016                          1102.00 3.9743,303.000171,912.91
REMOVE ASPHALT SURFACE m2 38,752.824153,848.71
38,752.824153,848.72
0.0000.00

0017                          1109.00 4.39160.700705.47
REMOVE CURB m 160.700705.47
160.000702.40
0.0000.00

0018                          1122.01 2.73258.000704.34
REMOVE CONCRETE MEDIAN SURFACING m2 258.000704.34
205.098559.91
0.0000.00

0019                          1124.00 471.001.000471.00
REMOVE BUILDING EACH1.000471.00
AT STA. 187+52 RT. 0.0000.00
0.0000.00

0020                          1125.00 574.001.000574.00
CLEAR TRACT EACH1.000574.00
STA. 187+45 TO STA. 187+60 RT. 0.0000.00
0.0000.00

0021                          1143.00 10.8021.000226.80
REMOVE DRIVEWAY CULVERT PIPE m 21.000226.80
0.0000.00
0.0000.00

0022                          1405.00 11.2258.200653.00
RELAYING DRIVEWAY CULVERT PIPE m 58.200653.00
0.0000.00
0.0000.00

0023                          1700.60 226.2214.0003,167.08
1500 mm DRIVEWAY CULVERT PIPE, TYPE 2 OR 5 m 14.0003,167.08
0.0000.00
0.0000.00

0024                          1701.24 39.56386.00015,270.16
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 386.00015,270.16
353.05013,966.66
55.5002,195.58

0025                          1701.30 55.2631.0001,713.06
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 31.0001,713.06
31.0001,713.06
0.0000.00

0026                          1701.36 83.1836.5003,036.07
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 36.5003,036.07
19.4751,619.93
0.0000.00

0027                          1702.24 53.845.000269.20
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 OR 5 m 5.000269.20
3.800204.59
0.0000.00

0028                          4035.00 85.212.000170.42
REMOVE FLARED-END SECTION EACH2.000170.42
0.0000.00
0.0000.00

0029                          4035.25 97.814.000391.24
REMOVE AND SALVAGE FLARED-END SECTION EACH4.000391.24
0.0000.00
0.0000.00

0030                          4105.59 711.0018.20012,940.20
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 18.20012,940.20
18.20012,940.20
0.0000.00

0031                          4155.50 1.66819.0001,359.54
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 819.0001,359.54
819.0001,359.54
0.0000.00

0032                          4310.18 124.1828.0003,477.04
450 mm FLARED-END SECTION EACH28.0003,477.04
29.0003,601.22
0.0000.00

0033                          4310.24 141.002.000282.00
600 mm FLARED-END SECTION EACH2.000282.00
0.0000.00
0.0000.00

0034                          4310.60 660.002.0001,320.00
1500 mm FLARED-END SECTION EACH2.0001,320.00
0.0000.00
0.0000.00

0035                          4392.54 130.004.000520.00
INSTALL 1350 mm ROUND EQUIVALENT METAL FLARED-END SECTION EACH4.000520.00
0.0000.00
0.0000.00

0036                          9110.09 89.0030.0002,670.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED HOUR30.0002,670.00
18.0001,602.00
5.000445.00

0401                          1010.60 7.200.0000.00
EARTHWORK COREOUT m3 303.1802,182.90
Sec 205.05 Para 10 1997 Metric Standard Specifications 569.5824,100.99
0.0000.00

0402                          1136.50 42,503.440.0000.00
REMOVE STOCKPILE LS 1.00042,503.44
Remove Concrete Rubble and Concrete Milling Pile FromProposed Wetland Site 1.00042,503.44
0.0000.00

0403                          2001.21 9.350.0000.00
GRAVEL FOR TEMPORARY SURFACING Mg 100.000935.00
GRAVEL FOR TEMPORARY SURFACING 793.8987,422.96
0.0000.00

0404                          9110.26 49.190.0000.00
RENTAL OF TRACTOR AND DISK, FULLY OPERATED HOUR100.0004,919.00
RENTAL OF TRACTOR & DISK, F.O. 0.0000.00
0.0000.00

GROUP 1 GRADINGContracted1,430,048.33
Current1,410,333.94
In place1,368,875.08
This Estimate11,406.61

GROUP 3 CONCRETE PAVEMENT
0037                          0030.30 401,010.001.000401,010.00
MOBILIZATION LS 1.000401,010.00
1.000401,010.00
0.0000.00

0038                          1020.06 30.00302.0009,060.00
FLEXIBLE POST DELINEATOR EACH302.0009,060.00
0.0000.00
0.0000.00

0039                          2001.00 14.53189.0002,746.17
GRAVEL SURFACE COURSE m3 189.0002,746.17
0.0000.00
0.0000.00

0040                          2009.10 1,062.002.0862,215.33
GRAVEL EMBEDMENT StaM2.0862,215.33
2.4902,644.38
0.0000.00

0041                          2020.50 13.8029,135.000402,063.00
SURFACING m2 29,135.000402,063.00
150 mm 23,577.805325,373.71
219.0003,022.20

0042                          3012.06 40.0067.2802,691.20
CONCRETE CLASS 47B-25 MEDIAN CURB m 67.2802,691.20
65.7802,631.20
0.0000.00

0043                          3017.40 40.0040.3601,614.40
CONCRETE CLASS 47B-20 MEDIAN SURFACING m2 40.3601,614.40
39.6241,584.96
0.0000.00

0044                          3019.23 500.001.000500.00
CONCRETE CLASS 47B-25 ISLAND NOSE EACH1.000500.00
1.000500.00
0.0000.00

0045                          3040.12 102.4064.1006,563.84
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH m2 64.1006,563.84
76.1007,792.64
0.0000.00

0046                          3040.13 100.5037.0003,718.50
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH m2 37.0003,718.50
261.44026,274.72
0.0000.00

0047                          3075.51 31.3317,920.980561,464.30
255 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 17,920.980561,464.30
15,408.353482,743.70
273.6158,572.36

0048                          3075.55 24.92138,052.5003,440,268.30
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 138,052.5003,440,268.30
139,312.8913,471,677.24
0.0000.00

0049                          3221.05 110.40235.10025,955.04
CONCRETE PAVEMENT, CLASS PR-25 m2 235.10025,955.04
JOINT REPAIR 274.17030,268.37
0.0000.00

0050                          3300.50 16,700.001.00016,700.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING LS 1.00016,700.00
0.85014,195.00
0.0000.00

0051                          7490.03 1.309,800.00012,740.00
100 mm YELLOW THERMOPLASTIC m 9,800.00012,740.00
0.0000.00
0.0000.00

0052                          7490.04 1.3012,200.00015,860.00
100 mm WHITE THERMOPLASTIC m 12,200.00015,860.00
0.0000.00
0.0000.00

0053                          7492.04 1.5518,000.00027,900.00
100 mm WHITE THERMOPLASTIC, TYPE C m 18,000.00027,900.00
0.0000.00
0.0000.00

0054                          7492.05 1.5514,400.00022,320.00
100 mm YELLOW THERMOPLASTIC, TYPE C m 14,400.00022,320.00
0.0000.00
0.0000.00

0055                          8029.10 3.74101,219.000378,559.06
AGGREGATE FOUNDATION COURSE-D 100 mm m2 101,219.000378,559.06
121,849.458455,716.98
0.0000.00

0056                          8029.94 2.0765,390.000135,357.30
BITUMINOUS FOUNDATION COURSE 100 mm m2 65,390.000135,357.30
51,512.270106,630.40
273.615566.38

0057                          8032.04 1.5718,500.00029,045.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm m2 18,500.00029,045.00
0.0000.00
0.0000.00

0058                          8060.08 110.00486.00053,460.00
N-DRAIN EACH486.00053,460.00
441.60048,576.00
0.0000.00

0059                          8101.50 0.98159,616.000156,423.68
STABILIZED SUBGRADE m2 159,616.000156,423.68
162,321.780159,075.35
0.0000.00

0060                          9000.75 19.10500.0009,550.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE Mg 500.0009,550.00
SPS 217.7104,158.27
13.110250.40

0061                          9005.00 24.53100.0002,453.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 100.0002,453.00
SPS 279.6006,858.59
0.0000.00

0062                          9005.23 19.104,900.00093,590.00
ASPHALTIC CONCRETE, TYPE SPS Mg 4,900.00093,590.00
405.6567,748.02
277.8985,307.85

0063                          9005.45 26.3520,280.000534,378.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) Mg 20,280.000534,378.00
8,350.147220,026.37
4,867.432128,256.83

0064                          9009.00 5.00676.0003,380.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 676.0003,380.00
1,684.9108,424.55
1,684.9108,424.55

0065                          9009.75 31.538,965.000282,666.45
TEMPORARY SURFACING m2 8,965.000282,666.45
5,482.674172,868.70
0.0000.00

0066                          9020.92 165.0027.0004,455.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING Mg 27.0004,455.00
9.8081,618.34
0.49581.68

0067                          9021.03 165.00270.00044,550.00
PERFORMANCE GRADED BINDER (58-28) Mg 270.00044,550.00
19.3813,197.87
13.6732,256.05

0068                          9021.04 235.001,095.120257,353.20
PERFORMANCE GRADED BINDER (70-28) Mg 1,095.120257,353.20
429.420100,913.72
250.49758,866.80

0069                          9034.00 2.196,127.00013,418.13
PREPARATION OF INTERSECTIONS AND DRIVEWAYS m2 6,127.00013,418.13
7,408.40616,224.41
2,360.4625,169.41

0070                          9053.00 0.3065,220.00019,566.00
TACK COAT L 65,220.00019,566.00
38,799.22811,639.78
10,788.0983,236.43

0071                          9110.01 100.0010.0001,000.00
RENTAL OF LOADER, FULLY OPERATED HOUR10.0001,000.00
11.5001,150.00
0.0000.00

0072                          9110.02 100.0010.0001,000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR10.0001,000.00
10.0001,000.00
5.500550.00

0073                          9110.03 75.0010.000750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR10.000750.00
5.000375.00
0.0000.00

0074                          9110.07 60.0010.000600.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR10.000600.00
0.50030.00
0.0000.00

0075                          9111.00 2.204,223.0009,290.60
WATER kL 4,223.0009,290.60
5,436.08111,959.37
0.0000.00

0076                          9170.00 223.81503.071112,592.32
EARTH SHOULDER CONSTRUCTION StaM503.071112,592.32
232.93052,132.06
0.0000.00

0077                          9173.20 0.6439,912.00025,543.68
SUBGRADE PREPARATION m2 39,912.00025,543.68
30,799.89919,711.93
6,985.7734,470.89

0078                          9179.21 270.0082.96422,400.28
COLD MILLING, CLASS 1 StaM82.96422,400.28
83.70522,600.35
0.0000.00

0079                          9185.76 32.80155.8105,110.57
RUMBLE STRIPS, ASPHALT StaM155.8105,110.57
0.0000.00
0.0000.00

0080                          9185.77 72.16288.40020,810.94
RUMBLE STRIPS, CONCRETE StaM288.40020,810.94
211.49915,261.77
0.0000.00

0081                          9190.50 31.288,858.000277,078.24
FLY ASH Mg 8,858.000277,078.24
10,343.377323,540.84
0.0000.00

0408                          1102.01 5.590.0000.00
REMOVE ASPHALT SURFACE m2 16,937.29494,679.47
Extra Depth Removal 16,937.29494,679.47
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted7,449,771.54
Current7,544,451.01
In place6,632,814.06
This Estimate229,031.83

GROUP 4 CULVERTS
0082                          P120.30 192.6017.5003,370.50
750 mm CULVERT PIPE, TYPE 2 m 17.5003,370.50
17.2303,318.50
0.0000.00

0083                          P300.24 84.607.500634.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5 m 7.500634.50
7.500634.50
0.0000.00

0084                          P300.36 96.3519.5001,878.82
900 mm CULVERT PIPE, TYPE 3,4 OR 5 m 19.5001,878.82
19.6801,896.16
0.0000.00

0085                          P300.48 145.5052.0007,566.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 m 52.0007,566.00
55.7208,107.26
0.0000.00

0086                          P370.24 94.0035.5003,337.00
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 m 35.5003,337.00
35.5203,338.88
0.0000.00

0087                          P370.30 110.2863.0006,947.64
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 m 63.0006,947.64
62.2006,859.42
0.0000.00

0088                          P370.36 133.0089.00011,837.00
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 m 89.00011,837.00
89.32011,879.56
0.0000.00

0089                          P370.42 193.7590.00017,437.50
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 m 90.00017,437.50
89.32017,305.75
0.0000.00

0090                          P370.48 236.30214.00050,568.20
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 m 214.00050,568.20
196.01046,317.16
0.0000.00

0091                          P400.18 81.558.500693.18
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 8.500693.18
8.690708.67
0.0000.00

0092                          P400.24 87.95279.00024,538.05
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 279.00024,538.05
277.15024,375.35
0.0000.00

0093                          P400.36 131.2046.5006,100.80
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 46.5006,100.80
46.4306,091.62
0.0000.00

0094                          0030.40 5,900.001.0005,900.00
MOBILIZATION LS 1.0005,900.00
1.0005,900.00
0.0000.00

0095                          1043.50 3.75170.000637.50
RIPRAP FILTER FABRIC m2 170.000637.50
0.0000.00
0.0000.00

0096                          4004.50 2.70449.0001,212.30
CAST IRON GRATE AND FRAME kg 449.0001,212.30
449.0001,212.30
0.0000.00

0097                          4035.00 110.009.000990.00
REMOVE FLARED-END SECTION EACH9.000990.00
8.000880.00
0.0000.00

0098                          4040.00 125.0018.0002,250.00
REMOVE HEADWALLS FROM CULVERTS EACH18.0002,250.00
23.0002,875.00
0.0000.00

0099                          4043.00 20.6537.200768.18
REMOVE CULVERT PIPE m 37.200768.18
37.200768.19
0.0000.00

0100                          4044.00 1,535.001.0001,535.00
PREPARATION OF STRUCTURE EACH1.0001,535.00
AT STA. 193+03.76 1.0001,535.00
0.0000.00

0101                          4044.01 2,880.001.0002,880.00
PREPARATION OF STRUCTURE EACH1.0002,880.00
AT STA. 5002+84.78 1.0002,880.00
0.0000.00

0102                          4045.00 2,305.001.0002,305.00
REMOVE STRUCTURE EACH1.0002,305.00
AT STA. 115+04.78 1.0002,305.00
0.0000.00

0103                          4045.01 3,840.001.0003,840.00
REMOVE STRUCTURE EACH1.0003,840.00
AT STA. 5003+44.88 1.0003,840.00
0.0000.00

0104                          4050.01 13.401,074.00014,391.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 1,074.00014,391.60
1,246.50016,703.10
0.0000.00

0105                          4051.01 14.50185.0002,682.50
EXCAVATION FOR BOX CULVERTS m3 185.0002,682.50
253.4903,675.61
0.0000.00

0106                          4100.06 466.0012.6005,871.60
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL m3 12.6005,871.60
13.6006,337.60
0.0000.00

0107                          4101.06 400.00191.87076,748.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 191.87076,748.00
191.92276,768.80
0.0000.00

0108                          4105.59 735.001.8001,323.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 1.8001,323.00
1.8001,323.00
0.0000.00

0109                          4107.07 715.000.480343.20
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 0.480343.20
0.480343.20
0.0000.00

0110                          4150.00 1.211,040.0001,258.40
REINFORCING STEEL FOR HEADWALL kg 1,040.0001,258.40
1,251.0001,513.74
0.0000.00

0111                          4151.00 1.4112,770.00018,005.70
REINFORCING STEEL FOR BOX CULVERT kg 12,770.00018,005.70
12,769.73918,005.33
0.0000.00

0112                          4155.50 3.7064.000236.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 64.000236.80
64.000236.80
0.0000.00

0113                          4157.00 7.3022.000160.60
REINFORCING STEEL FOR COLLARS kg 22.000160.60
22.000160.60
0.0000.00

0114                          4200.24 1,115.001.0001,115.00
600 mm AUTOMATIC FLOOD CONTROL GATE EACH1.0001,115.00
1.0001,115.00
0.0000.00

0115                          4200.48 4,253.002.0008,506.00
1200 mm AUTOMATIC FLOOD CONTROL GATE EACH2.0008,506.00
2.0008,506.00
0.0000.00

0116                          4310.18 185.001.000185.00
450 mm FLARED-END SECTION EACH1.000185.00
1.000185.00
0.0000.00

0117                          4310.24 238.0021.0004,998.00
600 mm FLARED-END SECTION EACH21.0004,998.00
21.0004,998.00
0.0000.00

0118                          4310.30 425.001.000425.00
750 mm FLARED-END SECTION EACH1.000425.00
1.000425.00
0.0000.00

0119                          4310.36 382.005.0001,910.00
900 mm FLARED-END SECTION EACH5.0001,910.00
5.0001,910.00
0.0000.00

0120                          4310.48 561.002.0001,122.00
1200 mm FLARED-END SECTION EACH2.0001,122.00
2.0001,122.00
0.0000.00

0121                          4320.24 175.006.0001,050.00
600 mm ROUND EQUIVALENT FLARED-END SECTION EACH6.0001,050.00
2.000350.00
0.0000.00

0122                          4320.30 285.004.0001,140.00
750 mm ROUND EQUIVALENT FLARED-END SECTION EACH4.0001,140.00
8.0002,280.00
0.0000.00

0123                          4320.48 670.001.000670.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION EACH1.000670.00
2.0001,340.00
0.0000.00

0124                          6104.00 50.0047.0002,350.00
BROKEN CONCRETE RIPRAP Mg 47.0002,350.00
0.0000.00
0.0000.00

0405                          4051.12 40.000.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT m3 60.3902,415.60
80.2643,210.56
0.0000.00

GROUP 4 CULVERTSContracted301,719.57
Current304,135.17
In place303,537.66
This Estimate0.00

GROUP 8B ELECTRICAL
0125                          A001.12 375.0012.0004,500.00
PULL BOX, TYPE PB-5 EACH12.0004,500.00
10.0003,750.00
0.0000.00

0126                          A009.14 1,775.0020.00035,500.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 EACH20.00035,500.00
16.00028,400.00
0.0000.00

0127                          A020.30 2,400.003.0007,200.00
LIGHTING CONTROL CENTER, TYPE R EACH3.0007,200.00
3.0007,200.00
0.0000.00

0128                          A070.10 6.001,089.0006,534.00
38 mm CONDUIT IN TRENCH m 1,089.0006,534.00
1,093.2006,559.20
0.0000.00

0129                          A072.10 6.00436.0002,616.00
38 mm CONDUIT UNDER ROADWAY m 436.0002,616.00
138.000828.00
0.0000.00

0130                          A080.22 1.001,525.0001,525.00
STREET LIGHTING CABLE, NO. 6 BARE m 1,525.0001,525.00
1,471.1001,471.10
0.0000.00

0131                          A080.25 1.653,050.0005,032.50
STREET LIGHTING CABLE, NO. 6 USE m 3,050.0005,032.50
2,846.2004,696.23
0.0000.00

0132                          A600.00 250.003.000750.00
REMOVE LIGHTING UNIT EACH3.000750.00
8.0002,000.00
0.0000.00

0133                          A700.20 500.007.0003,500.00
RELOCATE STREET LIGHTING UNIT EACH7.0003,500.00
TYPE A 7.0003,500.00
0.0000.00

0134                          A700.21 350.009.0003,150.00
RELOCATE STREET LIGHTING UNIT EACH9.0003,150.00
TYPE B 6.0002,100.00
0.0000.00

0135                          A780.05 5,000.001.0005,000.00
TEMPORARY LIGHTING SYSTEM EACH1.0005,000.00
AT STA. 138+50 0.0000.00
0.0000.00

0136                          A780.10 6,000.001.0006,000.00
CROSSOVER LIGHTING SYSTEM EACH1.0006,000.00
AT STA. 217+44 1.0006,000.00
0.0000.00

0137                          A800.51 4.25140.000595.00
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM DAY 140.000595.00
AT STA. 217+44 16.00068.01
13.90059.08

0138                          A800.56 3.50151.000528.50
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM DAY 151.000528.50
AT STA. 138+50 0.0000.00
0.0000.00

0139                          0030.81 1,500.001.0001,500.00
MOBILIZATION LS 1.0001,500.00
1.0001,500.00
0.0000.00

0406                          A070.08 42.000.0000.00
38 mm CONDUIT, JACKED m 138.5005,817.00
38 mm CONDUIT JACKED 190.5008,001.00
0.0000.00

0407                          A017.61 254.100.0000.00
TRANSFORMER BASE EACH7.0001,778.70
Breakaway Transformer Base 7.0001,778.70
0.0000.00

GROUP 8B ELECTRICALContracted83,931.00
Current91,526.70
In place77,852.24
This Estimate59.08

GROUP 10 GENERAL ITEMS
0140                          0001.08 0.5046,600.00023,300.00
BARRICADE, TYPE II BDAY46,600.00023,300.00
50,796.00025,398.00
2,665.0001,332.50

0141                          0001.10 3.159,726.00030,636.90
BARRICADE, TYPE III BDAY9,726.00030,636.90
21,151.00066,625.65
839.0002,642.85

0142                          0001.30 2.101,244.0002,612.40
TYPE B HIGH INTENSITY WARNING LIGHT LDAY1,244.0002,612.40
2,784.0005,846.40
91.000191.10

0143                          0001.75 2.00120.000240.00
TEMPORARY SIGN DAY EACH120.000240.00
160.000320.00
0.0000.00

0144                          0001.90 0.5037,536.00018,768.00
SIGN DAY EACH37,536.00018,768.00
56,869.00028,434.50
2,080.0001,040.00

0145                          0002.30 2.00500.0001,000.00
PAVEMENT MARKING REMOVAL m 500.0001,000.00
1,984.9003,969.80
0.0000.00

0146                          0002.39 1.2218,500.00022,570.00
TEMPORARY PAVEMENT MARKING, TYPE II m 18,500.00022,570.00
1,149.0001,401.78
0.0000.00

0147                          0002.44 0.601,000.000600.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT m 1,000.000600.00
49,706.45629,823.87
0.0000.00

0148                          0002.97 12.00615.0007,380.00
FLASHING ARROW PANEL DAY 615.0007,380.00
291.0003,492.00
13.000156.00

0149                          0003.10 210.0020.0004,200.00
FLAGGING DAY 20.0004,200.00
331.50069,615.00
0.0000.00

0150                          0003.35 6,500.004.00026,000.00
MOBILE TRAFFIC CONTROL OPERATION DAY 4.00026,000.00
0.0000.00
0.0000.00

0151                          0010.04 5,000.001.0005,000.00
FIELD OFFICE EACH1.0005,000.00
1.0005,000.00
0.0000.00

0152                          0030.00 20,000.001.00020,000.00
MOBILIZATION LS 1.00020,000.00
1.00020,000.00
0.0000.00

0153                          1017.00 45,000.001.00045,000.00
CONSTRUCTION STAKING AND SURVEYING LS 1.00045,000.00
0.80036,000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted207,307.30
Current207,307.30
In place295,927.00
This Estimate5,362.45

Totals for contractContracted9,472,777.74
Current9,557,754.12
In place8,679,006.04
This Estimate245,859.97