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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0574 CONSTRUCTORS, INC.
Contract ID:1137X
Estimate Number:0036
Pay Period End Date:02.14.2003
Contract Location:
IN AUBURNEstimate Type:FINL
Contractor:
CONSTRUCTORS, INC.Date Let:06.29.2000
1815 Y STREETDate Awarded:07.06.2000
PO BOX 80268Date Contract Executed:07.13.2000
Date Notice to Proceed:07.13.2000
LINCOLN NE 68501Date Work Began:07.31.2000
Phone:Date Physical Work Completed:
(402)434-1764Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
NEMAHA
Project Number PCT Fed State Project Number Description
12137 000  0.000 S-75-1(1007)  GRAD CONC PAVE CULV FENCE ELEC
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$4,450,000.62$4,450,000.62$.00
$4,595,534.83Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$4,450,000.62$4,450,000.62$.00
$4,265,051.46Retainage$.00$-25,000.00$25,000.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
96.83%Net Earnings$4,450,000.62$4,425,000.62$25,000.00
Liquidated Damages$.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$228.67$228.67$.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$228.67$228.67$.00
Payment$4,450,229.29$4,425,229.29$25,000.00
Project ManagerDiv. Head/Dist. Eng.
Mueller, Gerald02.24.2003Sklenar, Michael J02.24.2003
Constr. Estimate Eng.Materials Eng.
Davis, Carl03.18.2003Hall, David03.18.2003
Controller Div. Processed
Harring, Joyce03.28.2003
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                          L020.07 6.00144.000864.00
EROSION CONTROL, TYPE B-1 m2 144.000864.00
144.000864.00
0.0000.00

0002                          L020.09 13.0032.000416.00
EROSION CONTROL, TYPE AAA m2 32.000416.00
0.0000.00
0.0000.00

0003                          L022.11 9.001,324.00011,916.00
FABRIC SILT FENCE-LOW POROSITY m 1,324.00011,916.00
953.0008,577.00
0.0000.00

0004                          0030.10 1,100.001.0001,100.00
MOBILIZATION LS 1.0001,100.00
1.0001,100.00
0.0000.00

0005                          1009.00 27,300.001.00027,300.00
GENERAL CLEARING AND GRUBBING LS 1.00027,300.00
1.00027,300.00
0.0000.00

0006                          1010.01 2.9012,517.00036,299.30
EXCAVATION (ESTABLISHED QUANTITY) m3 12,517.00036,299.30
12,517.00036,299.30
0.0000.00

0007                          1010.10 4.3010,294.00044,264.20
EXCAVATION, BORROW m3 12,809.00055,078.70
12,809.00055,078.70
0.0000.00

0008                          1011.00 1.65392.000646.80
WATER kL 392.000646.80
0.0000.00
0.0000.00

0009                          1012.00 110.0010.0001,100.00
RIGHT-OF-WAY MARKERS EACH10.0001,100.00
7.000770.00
0.0000.00

0010                          1101.00 3.8025,750.00097,850.00
REMOVE PAVEMENT m2 25,908.89498,453.80
25,908.89498,453.78
0.0000.00

0011                          1101.25 8.20614.5005,038.90
SAWING PAVEMENT m 614.5005,038.90
180.1001,476.82
0.0000.00

0012                          1102.00 2.50182.000455.00
REMOVE ASPHALT SURFACE m2 330.982827.46
330.982827.46
0.0000.00

0013                          1106.00 3.705,478.00020,268.60
REMOVE DRIVEWAY m2 5,566.56320,596.28
5,566.56320,596.29
0.0000.00

0014                          1107.00 3.553,768.00013,376.40
REMOVE WALK m2 3,885.72813,794.33
3,885.72813,794.32
0.0000.00

0015                          1108.00 6.751,649.00011,130.75
REMOVE COMBINATION CURB AND GUTTER m 1,649.00011,130.75
1,649.00011,130.75
0.0000.00

0016                          1111.00 15.6530.000469.50
REMOVE FENCE m 30.000469.50
0.0000.00
0.0000.00

0017                          1111.16 515.001.000515.00
REMOVE PLANTER EACH1.000515.00
BRICK 1.000515.00
0.0000.00

0018                          1113.00 320.001.000320.00
REMOVE STEP EACH1.000320.00
TERRACED 1.000320.00
0.0000.00

0019                          1114.10 59.0024.1001,421.90
REMOVE RETAINING WALL m 24.1001,421.90
24.1001,421.90
0.0000.00

0020                          1121.10 320.001.000320.00
REMOVE FLUME EACH1.000320.00
1.000320.00
0.0000.00

0021                          1124.00 730.001.000730.00
REMOVE BUILDING EACH1.000730.00
AT STA. 78+05.24 RT 0.0000.00
0.0000.00

0022                          1124.01 580.001.000580.00
REMOVE BUILDING EACH1.000580.00
AT STA. 83+16.76 LT 1.000580.00
0.0000.00

0023                          1125.00 4,000.001.0004,000.00
CLEAR TRACT EACH1.0004,000.00
STA 85+15 TO STA 83+40 LT 1.0004,000.00
0.0000.00

0024                          1130.00 2,700.003.0008,100.00
REMOVE UNDERGROUND TANK EACH5.00013,500.00
5.00013,500.00
0.0000.00

0025                          1701.18 72.0049.0003,528.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 61.0004,392.00
61.0004,392.00
0.0000.00

0026                          4045.00 510.001.000510.00
REMOVE STRUCTURE EACH1.000510.00
AT STA. 78+11.5 28.5 RT 1.000510.00
0.0000.00

0027                          6103.00 3.05860.0002,623.00
GEOGRID m2 860.0002,623.00
410.0001,250.50
0.0000.00

0028                          8090.00 24.05410.0009,860.50
GRANULAR FILL m3 410.0009,860.50
387.0409,308.31
0.0000.00

0418                          1135.58 1,652.000.0000.00
REMOVE CONCRETE OBSTRUCTION LS 1.0001,652.00
Removal of Concrete obstruction from under existing pavement 1.0001,652.00
0.0000.00

0428                          1106.00 12.2440.0000.00
REMOVE DRIVEWAY m2 23.595288.90
Remove Driveway (155 mm) 23.595288.90
0.0000.00

0429                          1101.00 14.190.0000.00
REMOVE PAVEMENT m2 42.615604.71
Remove Pavement (230 mm) 42.615604.71
0.0000.00

0430                          1107.00 11.5530.0000.00
REMOVE WALK m2 23.799274.95
Remove Sidewalk 23.799274.95
0.0000.00

GROUP 1 GRADINGContracted305,003.85
Current326,624.77
In place315,206.69
This Estimate0.00

GROUP 3 CONCRETE PAVEMENT
0029                          L006.50 1,038.472.7002,803.87
TEMPORARY SEEDING ha 3.2203,343.87
3.2203,343.87
0.0000.00

0030                          L010.00 7.009,763.00068,341.00
SODDING m2 12,518.97987,632.85
12,518.97987,632.85
0.0000.00

0031                          L032.80 340.007.3002,482.00
HYDROMULCH Mg 7.3002,482.00
7.2502,465.00
0.0000.00

0032                          W600.03 110.0029.0003,190.00
ADJUST VALVE BOX TO GRADE EACH29.0003,190.00
0.0000.00
0.0000.00

0033                          0002.30 3.30750.0002,475.00
PAVEMENT MARKING REMOVAL m 1,698.0005,603.40
1,698.0005,603.40
0.0000.00

0034                          0002.45 10.9568.100745.70
TEMPORARY BROKEN LINES StaM68.100745.70
7.62083.44
0.0000.00

0035                          0002.75 0.208,200.0001,640.00
PERMANENT PAVEMENT MARKING m 8,200.0001,640.00
903.900180.78
0.0000.00

0036                          0030.40 60,000.001.00060,000.00
MOBILIZATION LS 1.00060,000.00
1.00060,000.00
0.0000.00

0037                          2010.03 11.5061.500707.25
CRUSHED ROCK SURFACE COURSE Mg 1,135.97413,063.70
1,135.97413,063.69
0.0000.00

0038                          2020.50 32.5030.000975.00
SURFACING m2 30.000975.00
0.0000.00
0.0000.00

0039                          3013.11 39.90125.0004,987.50
CONCRETE CLASS 47B-25 BARRIER CURB m 125.0004,987.50
63.1002,517.69
0.0000.00

0040                          3014.12 42.75118.0005,044.50
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER m 118.0005,044.50
76.5003,270.38
0.0000.00

0041                          3016.21 23.256,879.000159,936.75
CONCRETE CLASS 47B-20 SIDEWALKS m2 6,879.000159,936.75
6,844.874159,143.35
0.0000.00

0042                          3017.40 28.35113.0003,203.55
CONCRETE CLASS 47B-20 MEDIAN SURFACING m2 118.6313,363.19
118.6313,363.19
0.0000.00

0043                          3020.26 27.402,926.00080,172.40
CONCRETE CLASS 47B-25 DRIVEWAY m2 3,678.235100,783.64
3,678.235100,783.65
0.0000.00

0044                          3075.11 28.001,945.00054,460.00
155 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 1,945.00054,460.00
1,614.27945,199.81
0.0000.00

0045                          3075.51 35.9013,767.000494,235.30
255 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 14,335.321514,638.02
14,335.321514,638.01
0.0000.00

0046                          3075.55 34.6015,441.600534,279.36
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 15,441.600534,279.36
15,183.505525,349.29
0.0000.00

0047                          3089.25 16.15400.0006,460.00
TEMPORARY SURFACING m2 420.1386,785.23
420.1386,785.24
0.0000.00

0048                          3091.25 38.45747.00028,722.15
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25 m2 0.0000.00
0.0000.00
0.0000.00

0049                          4015.00 220.0025.0005,500.00
ADJUST MANHOLE TO GRADE EACH25.0005,500.00
12.0002,640.00
0.0000.00

0050                          4764.35 15.503,038.60047,098.30
100 mm PERFORATED PIPE UNDERDRAIN m 3,115.25048,286.38
3,115.25048,286.38
0.0000.00

0051                          7492.04 2.08800.0001,664.00
100 mm WHITE THERMOPLASTIC, TYPE C m 800.0001,664.00
295.000613.60
0.0000.00

0052                          7492.05 2.083,550.0007,384.00
100 mm YELLOW THERMOPLASTIC, TYPE C m 3,550.0007,384.00
3,362.0006,992.96
0.0000.00

0053                          7500.32 218.0026.0005,668.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4 EACH26.0005,668.00
26.0005,668.00
0.0000.00

0054                          7502.04 6.83600.0004,098.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 m 600.0004,098.00
431.0002,943.73
0.0000.00

0055                          7508.03 20.5030.000615.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3 m 49.9001,022.95
49.9001,022.95
0.0000.00

0056                          7512.03 41.0095.0003,895.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3 m 95.0003,895.00
88.2003,616.20
0.0000.00

0057                          8029.04 6.0533,008.000199,698.40
AGGREGATE FOUNDATION COURSE 100 mm m2 0.0000.00
0.0000.00
0.0000.00

0058                          8029.86 3.058,970.00027,358.50
BITUMINOUS FOUNDATION COURSE 150 mm m2 8,970.00027,358.50
8,970.00027,358.50
0.0000.00

0059                          9005.00 42.60100.0004,260.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 100.0004,260.00
SP2 0.0000.00
0.0000.00

0060                          9005.30 30.507,630.000232,715.00
ASPHALTIC CONCRETE, TYPE SP2(12.5) Mg 8,336.039254,249.19
8,336.039254,249.21
0.0000.00

0061                          9009.00 6.95210.0001,459.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 823.3005,721.94
823.3005,721.94
0.0000.00

0062                          9021.01 239.80396.76095,143.05
PERFORMANCE GRADED BINDER (64-22) Mg 396.76095,143.05
293.78170,448.69
0.0000.00

0063                          9034.00 2.75210.000577.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS m2 256.000704.00
256.000704.00
0.0000.00

0064                          9053.00 0.2211,330.0002,492.60
TACK COAT L 11,640.1302,560.83
11,640.1302,560.84
0.0000.00

0065                          9111.00 2.2595.000213.75
WATER kL 95.000213.75
18.00040.51
0.0000.00

0066                          9170.00 560.00108.06060,513.60
EARTH SHOULDER CONSTRUCTION StaM108.06060,513.60
101.84657,033.76
0.0000.00

0067                          9173.05 1,605.0022.40935,966.45
SUBGRADE PREPARATION, TYPE A StaM22.40935,966.45
22.40935,966.45
0.0000.00

0068                          9173.20 1.6541,978.00069,263.70
SUBGRADE PREPARATION m2 44,952.24374,171.20
44,952.24374,171.22
0.0000.00

0401                          2018.25 5.600.0000.00
CRUSHED CONCRETE m2 33,008.000184,844.80
Crushed Concrete 32,310.099180,936.55
0.0000.00

0402                          6960.02 1,000.000.0000.00
ADDITIONAL WORK LS 1.0001,000.00
Remove and dispose of light poles and signs (Hardee's) 1.0001,000.00
0.0000.00

0406                          3091.26 42.720.0000.00
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25 m2 1,176.99450,281.18
255 mm Doweled Conc Pvmt 1,176.99450,281.18
0.0000.00

0416                          3008.20 16.500.0000.00
CROSS STITCHING EACH42.000693.00
Cross Stitching 42.000693.00
0.0000.00

0427                          0030.00 1.000
MOBILIZATION LS 2.0000.00
Mobilization for Change Order #015 1.00010,500.00
0.0000.00

0431                          3020.26 84.1370.0000.00
CONCRETE CLASS 47B-25 DRIVEWAY m2 23.8862,009.70
Build Driveway (155 mm) 23.8862,009.70
0.0000.00

0432                          3075.41 111.7650.0000.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 42.6154,762.87
Build Concrete Pavement (230 mm) 42.6154,762.87
0.0000.00

0433                          3016.21 69.0670.0000.00
CONCRETE CLASS 47B-20 SIDEWALKS m2 25.2391,743.18
Build Sidewalk (100 mm) 25.2391,743.18
0.0000.00

0434                          3008.16 12.9150.0000.00
DOWEL BAR EACH87.0001,123.61
Install Smooth Dowels (25 mm) 87.0001,123.61
0.0000.00

0435                          1101.25 24.1130.0000.00
SAWING PAVEMENT m 18.228439.53
Saw Cut (Full Depth) 18.228439.53
0.0000.00

0442                          L010.00 15.0690.0000.00
SODDING m2 63.984964.17
Sodding 63.984964.17
0.0000.00

602                           9300.56 30.500.0000.00
SUPERPAVE QUALITY INCENTIVE Mg 305.9179,330.47
SUPERPAVE QUALITY INCENTIVE 305.9179,330.47
0.0000.00

603                           3300.03 -719.790.0000.00
DEDUCTION LS 1.000-719.79
DEDUCTION FOR 255MM PAVEMENT THICKNESS DEFICIENCYSEE DEDUCT LETTER FROM TERRY MASTERS DATED JUNE 10,2002 1.000-719.79
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted2,320,445.67
Current2,468,308.25
In place2,396,527.05
This Estimate0.00

GROUP 4 CULVERTS
0069                          P300.18 99.504.000398.00
450 mm CULVERT PIPE, TYPE 3,4 OR 5 m 4.000398.00
4.000398.00
0.0000.00

0070                          P300.36 155.256.000931.50
900 mm CULVERT PIPE, TYPE 3,4 OR 5 m 0.0000.00
0.0000.00
0.0000.00

0071                          P406.48 221.9014.0003,106.60
1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5 m 25.0005,547.50
25.0005,547.50
0.0000.00

0072                          P700.15 86.35165.00014,247.75
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 165.00014,247.75
160.00013,816.00
0.0000.00

0073                          P700.18 100.551,046.500105,225.58
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 1,083.500108,945.93
1,083.500108,945.93
0.0000.00

0074                          P700.24 130.10316.50041,176.65
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 316.50041,176.65
313.00040,721.30
0.0000.00

0075                          P700.30 169.45297.00050,326.65
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 297.00050,326.65
295.50050,072.48
0.0000.00

0076                          P702.18 101.704.000406.80
450 mm STORM SEWER PIPE, TYPE 1 m 8.000813.60
8.000813.60
0.0000.00

0077                          P705.48 350.0071.00024,850.00
1200 mm STORM SEWER PIPE, TYPE 1 CLASS IV m 71.00024,850.00
63.00022,050.00
0.0000.00

0078                          P775.24 175.0017.0002,975.00
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 m 17.0002,975.00
17.0002,975.00
0.0000.00

0079                          0030.40 15,000.001.00015,000.00
MOBILIZATION LS 1.00015,000.00
1.00015,000.00
0.0000.00

0080                          1117.00 345.9520.0006,919.00
REMOVE MANHOLE EACH20.0006,919.00
17.0005,881.15
0.0000.00

0081                          1119.00 180.4042.0007,576.80
REMOVE INLET EACH42.0007,576.80
42.0007,576.80
0.0000.00

0082                          1119.50 393.501.000393.50
REMOVE JUNCTION BOX EACH1.000393.50
1.000393.50
0.0000.00

0083                          4002.00 2.957,675.00022,641.25
CAST IRON COVER AND FRAME kg 7,675.00022,641.25
7,448.00021,971.60
0.0000.00

0084                          4004.50 3.053,216.0009,808.80
CAST IRON GRATE AND FRAME kg 3,216.0009,808.80
3,216.0009,808.80
0.0000.00

0085                          4016.00 1,860.001.0001,860.00
MANHOLE EACH1.0001,860.00
AT STA 72+12.49 8.67 m LT 1.0001,860.00
0.0000.00

0086                          4016.01 1,750.001.0001,750.00
MANHOLE EACH1.0001,750.00
AT STA 73+24.44 7.72 m LT 1.0001,750.00
0.0000.00

0087                          4016.02 1,860.001.0001,860.00
MANHOLE EACH1.0001,860.00
AT STA 73+41.91 7.85 m LT 1.0001,860.00
0.0000.00

0088                          4016.03 2,400.001.0002,400.00
MANHOLE EACH1.0002,400.00
AT STA 76+85.78 7.85 m LT 1.0002,400.00
0.0000.00

0089                          4016.04 1,860.001.0001,860.00
MANHOLE EACH1.0001,860.00
AT STA 80+20.96 7.19 m LT 1.0001,860.00
0.0000.00

0090                          4016.05 1,860.001.0001,860.00
MANHOLE EACH1.0001,860.00
AT STA 81+56.27 7.05 m LT 1.0001,860.00
0.0000.00

0091                          4016.06 2,740.001.0002,740.00
MANHOLE EACH1.0002,740.00
AT STA 82+51.93 7.31 m LT 1.0002,740.00
0.0000.00

0092                          4016.07 2,190.001.0002,190.00
MANHOLE EACH1.0002,190.00
AT STA 82+72.51 7.32 m LT 1.0002,190.00
0.0000.00

0093                          4016.08 2,190.001.0002,190.00
MANHOLE EACH1.0002,190.00
AT STA 83+11.40 8.02 m LT 1.0002,190.00
0.0000.00

0094                          4016.09 2,500.001.0002,500.00
MANHOLE EACH1.0002,500.00
AT STA 83+28.20 8.02 m LT 1.0002,500.00
0.0000.00

0095                          4016.10 2,400.001.0002,400.00
MANHOLE EACH1.0002,400.00
AT STA 83+73.30 8.02 m LT 1.0002,400.00
0.0000.00

0096                          4016.11 2,500.001.0002,500.00
MANHOLE EACH1.0002,500.00
AT STA 83+88.50 8.02 m LT 1.0002,500.00
0.0000.00

0097                          4016.12 2,500.001.0002,500.00
MANHOLE EACH1.0002,500.00
AT STA 84+42.47 8.02 m LT 1.0002,500.00
0.0000.00

0098                          4016.13 2,625.001.0002,625.00
MANHOLE EACH0.0000.00
AT STA 84+98.31 15.75 m LT 0.0000.00
0.0000.00

0099                          4016.14 2,190.001.0002,190.00
MANHOLE EACH1.0002,190.00
AT STA 86+04.41 11.44 m LT 1.0002,190.00
0.0000.00

0100                          4016.15 1,750.001.0001,750.00
MANHOLE EACH1.0001,750.00
AT STA 87+21.82 7.84 m LT 1.0001,750.00
0.0000.00

0101                          4016.16 1,425.001.0001,425.00
MANHOLE EACH1.0001,425.00
AT STA 88+50.30 9.05 m LT 1.0001,425.00
0.0000.00

0102                          4016.17 1,750.001.0001,750.00
MANHOLE EACH1.0001,750.00
AT STA 88+57.15 9.05 m LT 1.0001,750.00
0.0000.00

0103                          4016.18 1,530.001.0001,530.00
MANHOLE EACH1.0001,530.00
AT STA 1800+18.06 45.16 m RT 1.0001,530.00
0.0000.00

0104                          4016.19 2,080.001.0002,080.00
MANHOLE EACH1.0002,080.00
AT STA 1800+41.34 10.68 m RT 1.0002,080.00
0.0000.00

0105                          4018.00 455.001.000455.00
TAPPING EXISTING STRUCTURE EACH1.000455.00
1.000455.00
0.0000.00

0106                          4043.50 26.251,147.00030,108.75
REMOVE SEWER PIPE m 1,226.00032,182.50
1,226.00032,182.50
0.0000.00

0107                          4044.00 1,100.001.0001,100.00
PREPARATION OF STRUCTURE EACH1.0001,100.00
AT STA 76+38.76 LT 1.0001,100.00
0.0000.00

0108                          4050.01 14.2021.000298.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 162.0002,300.40
162.0002,300.40
0.0000.00

0109                          4051.01 16.4024.000393.60
EXCAVATION FOR BOX CULVERTS m3 24.000393.60
24.000393.60
0.0000.00

0110                          4093.80 149.55459.00068,643.45
WALL MATERIALS m2 720.300107,720.87
720.300107,720.87
0.0000.00

0111                          4095.15 16.30491.0008,003.30
COMPACTED EARTH LEVELING PAD m 560.3209,133.22
560.3209,133.22
0.0000.00

0112                          4100.06 946.006.3005,959.80
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL m3 6.3005,959.80
6.3005,959.80
0.0000.00

0113                          4101.06 545.0012.0006,540.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 12.0006,540.00
12.0006,540.00
0.0000.00

0114                          4103.06 710.009.0706,439.70
CLASS 47B-20 CONCRETE FOR STEP m3 9.9857,089.35
9.9857,089.35
0.0000.00

0115                          4105.58 655.00205.490134,595.95
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 206.705135,391.78
206.705135,391.78
0.0000.00

0116                          4107.07 765.000.320244.80
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 0.320244.80
0.0000.00
0.0000.00

0117                          4130.06 875.000.04035.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG m3 0.04035.00
0.0000.00
0.0000.00

0118                          4150.00 2.50255.000637.50
REINFORCING STEEL FOR HEADWALL kg 450.0001,125.00
450.0001,125.00
0.0000.00

0119                          4151.00 2.50569.0001,422.50
REINFORCING STEEL FOR BOX CULVERT kg 569.0001,422.50
569.0001,422.50
0.0000.00

0120                          4155.50 2.508,726.00021,815.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 8,726.00021,815.00
8,723.00021,807.50
0.0000.00

0121                          4157.00 2.5017.00042.50
REINFORCING STEEL FOR COLLARS kg 17.00042.50
0.0000.00
0.0000.00

0122                          4803.08 87.456.000524.70
200 mm P.V.C. PIPE m 6.000524.70
6.000524.70
0.0000.00

0123                          6406.00 322.5033.50010,803.75
PEDESTRIAN HANDRAIL m 34.27011,052.08
34.27011,052.08
0.0000.00

0124                          8024.50 59.00331.00019,529.00
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE m3 503.10029,682.90
503.10029,682.90
0.0000.00

0403                          4017.00 446.250.0000.00
TAPPING EXISTING MANHOLE EACH1.000446.25
Tap Existing Manhole 1.000446.25
0.0000.00

0419                          P300.30 144.900.0000.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5 m 8.0001,159.20
750 mm Culvert Pipe @ Sta. 14+46.4 8.0001,159.20
0.0000.00

0420                          P300.24 131.250.0000.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 m 31.5004,134.38
600 mm Culv Pipe 3,4,5 @ Sta. 24+38 and 33+58 31.5004,134.38
0.0000.00

0426                          4976.05 505.700.0000.00
ADDITIONAL WORK LS 1.000505.70
Concrete Pipe Culvert Plug 1.000505.70
0.0000.00

0436                          P700.18 175.6850.0000.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 29.1095,114.01
450 mm Storm Sewer Pipe 29.1095,114.01
0.0000.00

0437                          P700.15 168.7950.0000.00
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 15.8502,675.40
375 mm Storm Sewer Pipe 15.8502,675.40
0.0000.00

0438                          4155.50 2.7780.0000.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 444.0671,233.62
Re-Steel for Inlets & Junction Boxes 444.0671,233.62
0.0000.00

0439                          4002.00 7.7550.0000.00
CAST IRON COVER AND FRAME kg 226.7971,758.81
Cast Iron Cover & Frame 226.7971,758.81
0.0000.00

0440                          4105.58 954.4590.0000.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 12.51611,946.01
47B-20 Concrete for Inlets & Junction Boxes 12.51611,946.01
0.0000.00

0441                          4018.00 803.250.0000.00
TAPPING EXISTING STRUCTURE EACH2.0001,606.50
Tap existing structure 2.0001,606.50
0.0000.00

601                           4051.12 54.500.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT m3 71.0003,869.50
CRUSHED ROCK FOR BOX CULVERT FOUNDATION 71.0003,869.50
0.0000.00

GROUP 4 CULVERTSContracted665,536.38
Current759,615.78
In place753,637.24
This Estimate0.00

GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTION
0125                          W100.00 350.0017.0005,950.00
CURB STOP AND BOX EACH47.00016,450.00
19 mm 47.00016,450.00
0.0000.00

0126                          W100.01 515.002.0001,030.00
CURB STOP AND BOX EACH6.0003,090.00
50 mm 6.0003,090.00
0.0000.00

0127                          W176.24 27.40490.50013,439.70
19 mm WATER SERVICE m 543.70014,897.38
TUBING 543.70014,897.38
0.0000.00

0128                          W176.26 28.4044.5001,263.80
25 mm WATER SERVICE m 44.5001,263.80
TUBING 26.600755.44
0.0000.00

0129                          W176.30 32.8097.5003,198.00
50 mm WATER SERVICE m 97.5003,198.00
PIPE 94.6003,102.88
0.0000.00

0130                          W176.34 49.204.000196.80
100 mm WATER SERVICE m 4.000196.80
PIPE 2.200108.24
0.0000.00

0131                          W176.70 350.0047.00016,450.00
WATER SERVICE CONNECTION EACH48.00016,800.00
19 mm 48.00016,800.00
0.0000.00

0132                          W176.71 375.003.0001,125.00
WATER SERVICE CONNECTION EACH3.0001,125.00
25 mm 3.0001,125.00
0.0000.00

0133                          W176.72 560.009.0005,040.00
WATER SERVICE CONNECTION EACH9.0005,040.00
50 mm 9.0005,040.00
0.0000.00

0134                          W176.73 990.001.000990.00
WATER SERVICE CONNECTION EACH1.000990.00
100 mm 1.000990.00
0.0000.00

0135                          W180.64 680.001.000680.00
METER PIT EACH3.0002,040.00
3.0002,040.00
0.0000.00

0136                          W180.68 165.001.000165.00
METER VAULT FRAME AND COVER EACH1.000165.00
0.0000.00
0.0000.00

0137                          W200.00 3.0511,063.00033,742.15
CAST IRON FITTINGS, M.J. kg 11,063.00033,742.15
5,632.80017,180.06
0.0000.00

0138                          W205.04 63.4011.000697.40
100 mm WATER MAIN PIPE m 15.8001,001.72
15.8001,001.72
0.0000.00

0139                          W205.06 71.0545.1903,210.75
150 mm WATER MAIN PIPE m 64.9004,611.15
64.9004,611.17
0.0000.00

0140                          W205.08 74.40591.20043,985.28
200 mm WATER MAIN PIPE m 591.20043,985.28
537.50039,990.00
0.0000.00

0141                          W205.12 96.191,779.480171,168.18
300 mm WATER MAIN PIPE m 1,838.800176,874.17
1,838.800176,874.16
0.0000.00

0142                          W205.92 153.002.500382.50
200 mm CONCRETE ENCASEMENT m 2.500382.50
0.0000.00
0.0000.00

0143                          W205.94 207.69108.50022,534.37
300 mm CONCRETE ENCASEMENT m 108.50022,534.37
95.80019,896.70
0.0000.00

0144                          W219.36 628.601.000628.60
150 mm GATE VALVE EACH4.0002,514.40
4.0002,514.40
0.0000.00

0145                          W219.38 858.001.000858.00
200 mm GATE VALVE EACH1.000858.00
1.000858.00
0.0000.00

0146                          W219.42 1,370.0017.00023,290.00
300 mm GATE VALVE EACH19.00026,030.00
19.00026,030.00
0.0000.00

0147                          W220.40 110.0014.0001,540.00
SALVAGE GATE VALVE EACH14.0001,540.00
3.000330.00
0.0000.00

0148                          W222.00 2,330.0010.00023,300.00
FIRE HYDRANT EACH12.00027,960.00
12.00027,960.00
0.0000.00

0149                          W222.91 200.009.0001,800.00
SALVAGE FIRE HYDRANT EACH11.0002,200.00
11.0002,200.00
0.0000.00

0150                          W350.04 1,400.0015.00021,000.00
100 mm X 100 mm TAPPING SLEEVE AND VALVE EACH15.00021,000.00
15.00021,000.00
0.0000.00

0151                          W350.15 1,695.004.0006,780.00
150 mm X 150 mm TAPPING SLEEVE AND VALVE EACH4.0006,780.00
4.0006,780.00
0.0000.00

0152                          W350.26 2,150.003.0006,450.00
200 mm x 200 mm TAPPING SLEEVE AND VALVE EACH3.0006,450.00
2.0004,300.00
0.0000.00

0153                          W350.30 3,170.001.0003,170.00
250 mm X 250 mm TAPPING SLEEVE AND VALVE EACH1.0003,170.00
1.0003,170.00
0.0000.00

0154                          W350.37 3,940.001.0003,940.00
300 mm X 300 mm TAPPING SLEEVE AND VALVE EACH1.0003,940.00
1.0003,940.00
0.0000.00

0155                          W722.51 2.201,873.5004,121.70
ABANDON WATER MAIN m 1,955.8104,302.78
1,955.8104,302.78
0.0000.00

0156                          W750.12 935.005.0004,675.00
RELOCATE FIRE HYDRANT EACH5.0004,675.00
3.0002,805.00
0.0000.00

0157                          W800.21 21.0029.000609.00
REMOVE WATER MAIN PIPE m 158.3003,324.30
158.3003,324.30
0.0000.00

0158                          W800.60 110.003.000330.00
REMOVE WATER METER PIT EACH6.000660.00
6.000660.00
0.0000.00

0159                          0030.40 13,000.001.00013,000.00
MOBILIZATION LS 1.00013,000.00
1.00013,000.00
0.0000.00

0160                          1090.03 5.50592.2003,257.10
ABANDON SEWER PIPE m 611.8003,364.90
611.8003,364.90
0.0000.00

0161                          1117.01 219.0014.0003,066.00
REMOVE MANHOLE EACH14.0003,066.00
SANITARY SEWER 14.0003,066.00
0.0000.00

0162                          3041.10 60.0065.0003,900.00
PAVEMENT PATCHING m2 65.0003,900.00
9.856591.36
0.0000.00

0163                          4016.20 2,300.0019.00043,700.00
MANHOLE EACH19.00043,700.00
SANITARY SEWER 19.00043,700.00
0.0000.00

0164                          4017.00 440.002.000880.00
TAPPING EXISTING MANHOLE EACH2.000880.00
2.000880.00
0.0000.00

0165                          4042.55 330.0033.00010,890.00
CONNECT SANITARY SERVICE EACH33.00010,890.00
24.0007,920.00
0.0000.00

0166                          4043.50 33.00142.1204,689.96
REMOVE SEWER PIPE m 143.6704,741.11
143.6704,741.11
0.0000.00

0167                          4763.10 645.002.0001,290.00
SEWER CLEANOUT EACH2.0001,290.00
2.0001,290.00
0.0000.00

0168                          4764.74 72.15216.50015,620.48
100 mm P.V.C. SEWER PIPE m 216.50015,620.48
27.1001,955.27
0.0000.00

0169                          4764.76 83.00161.50013,404.50
150 mm P.V.C. SEWER PIPE m 198.10016,442.30
198.10016,442.30
0.0000.00

0170                          4764.78 93.00429.86039,976.98
200 mm P.V.C. SEWER PIPE m 431.80040,157.40
431.80040,157.40
0.0000.00

0171                          4764.80 104.00154.20016,036.80
250 mm P.V.C. SEWER PIPE m 154.40016,057.60
154.40016,057.60
0.0000.00

0172                          4764.82 115.0039.8004,577.00
300 mm P.V.C. SEWER PIPE m 39.8004,577.00
38.3004,404.50
0.0000.00

0173                          4805.18 336.0016.0005,376.00
450 mm STEEL CASING m 16.0005,376.00
16.0005,376.00
0.0000.00

0174                          4805.20 349.00203.20070,916.80
500 mm STEEL CASING m 203.20070,916.80
202.52070,679.48
0.0000.00

0175                          4805.26 465.0075.00034,875.00
650 mm STEEL CASING m 75.30035,014.50
75.30035,014.50
0.0000.00

0404                          W100.02 462.000.0000.00
CURB STOP AND BOX EACH3.0001,386.00
Curb Stop and Box at 86+23.1 / 12.9m Rt. 3.0001,386.00
0.0000.00

0407                          W222.00 220.500.0000.00
FIRE HYDRANT EACH1.000220.50
Raising of Fire Hydrant 1.000220.50
0.0000.00

0408                          W222.00 304.500.0000.00
FIRE HYDRANT EACH1.000304.50
Raising of Fire Hydrant 1.000304.50
0.0000.00

0409                          W222.00 262.500.0000.00
FIRE HYDRANT EACH1.000262.50
Raising of Fire Hydrant 1.000262.50
0.0000.00

0411                          W222.00 456.750.0000.00
FIRE HYDRANT EACH1.000456.75
Raising of Fire Hydrant 1.000456.75
0.0000.00

0412                          W222.00 630.000.0000.00
FIRE HYDRANT EACH1.000630.00
Raising of Fire Hydrant 1.000630.00
0.0000.00

0413                          W222.00 892.500.0000.00
FIRE HYDRANT EACH1.000892.50
Raising of Fire Hydrant 1.000892.50
0.0000.00

0414                          W222.00 1,029.000.0000.00
FIRE HYDRANT EACH1.0001,029.00
Raising of Fire Hydrant 1.0001,029.00
0.0000.00

0415                          W219.64 551.250.0000.00
100 mm GATE VALVE AND BOX EACH1.000551.25
100mm Gate Valve and Box@ Sta. 78+06.9 11.6m Rt. 1.000551.25
0.0000.00

0421                          W222.00 551.250.0000.00
FIRE HYDRANT EACH1.000551.25
Raising of Fire Hydrant 1.000551.25
0.0000.00

0422                          W222.00 304.500.0000.00
FIRE HYDRANT EACH1.000304.50
Raising of Fire Hydrant 1.000304.50
0.0000.00

0423                          W222.00 262.500.0000.00
FIRE HYDRANT EACH1.000262.50
Raising of Fire Hydrant 1.000262.50
0.0000.00

0424                          W222.00 630.000.0000.00
FIRE HYDRANT EACH1.000630.00
Raising of Fire Hydrant 1.000630.00
0.0000.00

0425                          W222.00 630.000.0000.00
FIRE HYDRANT EACH1.000630.00
Raising of Fire Hydrant 1.000630.00
0.0000.00

0452                          W750.12 262.500.0000.00
RELOCATE FIRE HYDRANT EACH1.000262.50
Raising of Fire Hydrant 1.0 ft. 1.000262.50
0.0000.00

GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTIONContracted713,197.84
Current761,159.63
In place711,141.40
This Estimate0.00

GROUP 7B FENCE
0176                          0030.70 1,000.001.0001,000.00
MOBILIZATION LS 1.0001,000.00
1.0001,000.00
0.0000.00

0177                          7110.05 36.00120.1004,323.60
1.5 METER CHAIN-LINK FENCE m 123.7004,453.20
123.7004,453.20
0.0000.00

0178                          7115.05 85.0012.0001,020.00
END POST FOR 1.5 METER CHAIN-LINK FENCE EACH12.0001,020.00
10.000850.00
0.0000.00

0179                          7116.05 140.0011.0001,540.00
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE EACH7.000980.00
7.000980.00
0.0000.00

0449                          7110.05 39.060.0000.00
1.5 METER CHAIN-LINK FENCE m 13.400523.40
1.5 m Chain-Link Fence 13.400523.40
0.0000.00

0450                          7115.05 78.750.0000.00
END POST FOR 1.5 METER CHAIN-LINK FENCE EACH1.00078.75
End Post for 1.5m Ch-Link fence 1.00078.75
0.0000.00

0451                          0030.02 365.400.0000.00
REMOBILIZATION LS 1.000365.40
Trip Charge for additional fencing 1.000365.40
0.0000.00

GROUP 7B FENCEContracted7,883.60
Current8,420.75
In place8,250.75
This Estimate0.00

GROUP 8B ELECTRICAL
0180                          A001.01 492.0010.0004,920.00
PULL BOX, TYPE PB-1 EACH12.0005,904.00
12.0005,904.00
0.0000.00

0181                          A001.02 440.006.0002,640.00
PULL BOX, TYPE PB-1A EACH6.0002,640.00
6.0002,640.00
0.0000.00

0182                          A001.06 710.008.0005,680.00
PULL BOX, TYPE PB-2A EACH8.0005,680.00
8.0005,680.00
0.0000.00

0183                          A001.12 395.0019.0007,505.00
PULL BOX, TYPE PB-5 EACH19.0007,505.00
19.0007,505.00
0.0000.00

0184                          A003.10 710.008.0005,680.00
TRAFFIC SIGNAL, TYPE TS-1 EACH8.0005,680.00
8.0005,680.00
0.0000.00

0185                          A003.20 655.002.0001,310.00
TRAFFIC SIGNAL, TYPE TS-1A EACH2.0001,310.00
2.0001,310.00
0.0000.00

0186                          A006.15 440.008.0003,520.00
PEDESTRIAN SIGNAL, TYPE PS-1 EACH8.0003,520.00
8.0003,520.00
0.0000.00

0187                          A006.70 110.008.000880.00
PEDESTRIAN PUSHBUTTON, TYPE PPB EACH8.000880.00
8.000880.00
0.0000.00

0188                          A006.75 765.002.0001,530.00
PEDESTAL POLE, TYPE PP-3048 EACH0.0000.00
0.0000.00
0.0000.00

0189                          A006.98 210.0013.0002,730.00
VEHICLE DETECTOR, TYPE A PREFORMED EACH13.0002,730.00
13.0002,730.00
0.0000.00

0190                          A007.00 220.009.0001,980.00
VEHICLE DETECTOR, TYPE B PREFORMED EACH9.0001,980.00
9.0001,980.00
0.0000.00

0191                          A007.08 440.008.0003,520.00
VEHICLE DETECTOR, TYPE TD-3 EACH8.0003,520.00
8.0003,520.00
0.0000.00

0192                          A007.15 440.001.000440.00
VEHICLE DETECTOR, TYPE TD-5 EACH1.000440.00
1.000440.00
0.0000.00

0193                          A007.16 490.003.0001,470.00
VEHICLE DETECTOR, TYPE TD-5A EACH3.0001,470.00
3.0001,470.00
0.0000.00

0194                          A009.06 1,750.001.0001,750.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.2-0.25 EACH1.0001,750.00
1.0001,750.00
0.0000.00

0195                          A009.08 1,750.006.00010,500.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25 EACH6.00010,500.00
6.00010,500.00
0.0000.00

0196                          A009.09 1,825.0034.00062,050.00
STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25 EACH34.00062,050.00
34.00062,050.00
0.0000.00

0197                          A009.14 1,915.003.0005,745.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 EACH3.0005,745.00
3.0005,745.00
0.0000.00

0198                          A012.05 5,250.002.00010,500.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7 EACH2.00010,500.00
2.00010,500.00
0.0000.00

0199                          A016.50 3,280.001.0003,280.00
MAST ARM SIGNAL POLE, TYPE MP-9.5 EACH1.0003,280.00
1.0003,280.00
0.0000.00

0200                          A016.55 3,500.001.0003,500.00
MAST ARM SIGNAL POLE, TYPE MP-11 EACH1.0003,500.00
1.0003,500.00
0.0000.00

0201                          A019.05 132.008.0001,056.00
LED TRAFFIC SIGNAL, TYPE 300mm RED EACH8.0001,056.00
8.0001,056.00
0.0000.00

0202                          A019.10 310.008.0002,480.00
LED TRAFFIC SIGNAL, TYPE 300mm GREEN EACH8.0002,480.00
8.0002,480.00
0.0000.00

0203                          A020.10 820.001.000820.00
LIGHTING CONTROL CENTER, TYPE D EACH1.000820.00
1.000820.00
0.0000.00

0204                          A020.30 1,050.002.0002,100.00
LIGHTING CONTROL CENTER, TYPE R EACH2.0002,100.00
2.0002,100.00
0.0000.00

0205                          A070.10 6.451,496.0009,649.20
38 mm CONDUIT IN TRENCH m 1,682.00010,848.90
1,682.00010,848.90
0.0000.00

0206                          A070.14 7.65349.0002,669.85
50 mm CONDUIT IN TRENCH m 455.0003,480.75
455.0003,480.76
0.0000.00

0207                          A070.18 11.0024.000264.00
75 mm CONDUIT IN TRENCH m 24.000264.00
24.000264.00
0.0000.00

0208                          A072.10 6.50797.0005,180.50
38 mm CONDUIT UNDER ROADWAY m 852.0005,538.00
852.0005,538.00
0.0000.00

0209                          A072.14 8.7463.000550.62
50 mm CONDUIT UNDER ROADWAY m 83.700731.54
83.700731.54
0.0000.00

0210                          A072.18 12.0043.000516.00
75 mm CONDUIT UNDER ROADWAY m 43.000516.00
43.000516.00
0.0000.00

0211                          A074.12 27.5057.0001,567.50
38 mm CONDUIT, JACKED m 89.0002,447.50
89.0002,447.50
0.0000.00

0212                          A077.12 1.20399.000478.80
2/C #14 AWG TRAFFIC SIGNAL CABLE m 536.000643.20
536.000643.20
0.0000.00

0213                          A077.22 3.30130.000429.00
12/C #14 AWG TRAFFIC SIGNAL CABLE m 130.000429.00
130.000429.00
0.0000.00

0214                          A079.01 2.20998.0002,195.60
2/C #14 AWG DETECTOR LEAD-IN CABLE m 998.0002,195.60
998.0002,195.60
0.0000.00

0215                          A079.50 1.20227.000272.40
GROUNDING CONDUCTOR m 477.000572.40
477.000572.40
0.0000.00

0216                          A080.22 1.302,343.0003,045.90
STREET LIGHTING CABLE, NO. 6 BARE m 2,476.0003,218.80
2,476.0003,218.80
0.0000.00

0217                          A080.24 1.554,686.0007,263.30
STREET LIGHTING CABLE, NO. 6 USE m 7,675.00011,896.25
7,675.00011,896.25
0.0000.00

0218                          A500.20 1,860.001.0001,860.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 EACH1.0001,860.00
1.0001,860.00
0.0000.00

0219                          A610.00 1,640.001.0001,640.00
REMOVE TRAFFIC SIGNAL EACH1.0001,640.00
AT US-75 & 23RD ST 1.0001,640.00
0.0000.00

0220                          A610.01 1,015.001.0001,015.00
REMOVE TRAFFIC SIGNAL EACH1.0001,015.00
AT US-75 & AUBURN MIDDLE SCHOOL 1.0001,015.00
0.0000.00

0221                          0030.81 2,250.001.0002,250.00
MOBILIZATION LS 1.0002,250.00
1.0002,250.00
0.0000.00

0410                          A007.34 1,679.560.0000.00
STREET LIGHTING UNIT EACH5.0008,397.80
ST. LIGHT. UNIT SL-A-10.7-1.2-0.10F 5.0008,397.80
0.0000.00

0446                          A900.10 391.970.0000.00
ADDITIONAL WORK EACH1.000391.97
Install signal flasher at the school 1.000391.97
0.0000.00

0447                          A030.00 683.090.0000.00
FUSED DISCONNECT EACH1.000683.09
Fused disconnect for traffic signal intersection 1.000683.09
0.0000.00

0448                          A006.86 802.950.0000.00
PEDESTAL POLE, TYPE PP-3660 EACH2.0001,605.90
Pedestal Pole, Type PP-3660 2.0001,605.90
0.0000.00

GROUP 8B ELECTRICALContracted188,433.67
Current207,665.70
In place207,665.71
This Estimate0.00

GROUP 10 GENERAL ITEMS
0222                          0001.08 0.507,410.0003,705.00
BARRICADE, TYPE II BDAY18,470.0009,235.00
18,470.0009,235.00
0.0000.00

0223                          0001.10 2.196,094.00013,345.86
BARRICADE, TYPE III BDAY13,239.00028,993.41
13,239.00028,993.41
0.0000.00

0224                          0001.90 0.1013,821.0001,382.10
SIGN DAY EACH13,821.0001,382.10
10,564.0001,056.40
0.0000.00

0225                          0003.10 155.00210.00032,550.00
FLAGGING DAY 27.0004,185.00
27.0004,185.00
0.0000.00

0226                          0010.04 4,730.001.0004,730.00
FIELD OFFICE EACH1.0004,730.00
1.0004,730.00
0.0000.00

0227                          0030.00 1,095.001.0001,095.00
MOBILIZATION LS 1.0001,095.00
1.0001,095.00
0.0000.00

0228                          9110.01 64.3550.0003,217.50
RENTAL OF LOADER, FULLY OPERATED HOUR50.0003,217.50
23.0001,480.05
0.0000.00

0229                          9110.02 62.0010.000620.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR10.000620.00
2.000124.00
0.0000.00

0230                          9110.03 43.2050.0002,160.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR50.0002,160.00
2.00086.40
0.0000.00

0231                          9110.07 34.9050.0001,745.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR50.0001,745.00
6.000209.40
0.0000.00

0405                          0001.30 2.000.0000.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY1,662.0003,324.00
Type B High Intensity Warning Light 1,662.0003,324.00
0.0000.00

0417                          A017.59 5.250.0000.00
POLE BASE EACH72.000378.00
Flag Pole Base 72.000378.00
0.0000.00

0443                          0001.08 1.3130.0000.00
BARRICADE, TYPE II BDAY182.000238.97
Barricade, Type II 182.000238.97
0.0000.00

0444                          0001.10 5.250.0000.00
BARRICADE, TYPE III BDAY153.000803.25
Barricade, Type III 153.000803.25
0.0000.00

0445                          0001.90 3.150.0000.00
SIGN DAY EACH95.000299.25
Sign Day 95.000299.25
0.0000.00

0453                          L999.10 666.750.0000.00
TREE EACH2.0001,333.50
Removal of tree 2.0001,333.50
0.0000.00

GROUP 10 GENERAL ITEMSContracted64,550.46
Current63,739.98
In place57,571.63
This Estimate0.00

Totals for contractContracted4,265,051.46
Current4,585,034.87
In place4,450,000.47
This Estimate0.00