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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:2835X
Estimate Number:0008
Pay Period End Date:07.26.2003
Contract Location:
WEST DODGE BRIDGE OVER I-680Estimate Type:PROG
Contractor:
VRANA & SON CONSTRUCTION CO./CHAS.Date Let:11.14.2002
4816 F STDate Awarded:12.02.2002
Date Contract Executed:12.11.2002
Date Notice to Proceed:12.11.2002
OMAHA NE 68117-1481Date Work Began:
Phone:Date Physical Work Completed:
(402)733-5200Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY
Counties
DOUGLAS
Project Number PCT Fed State Project Number Description
21835 000  0.000 EACNH-680-9(791)  BRIDGE
21838 000  0.000 EACBH-680-9(794)  BRIDGE
21840 000  0.000 EACIM-680-9(796)  GR CP CULV SEED GDRL FENCE ELEC SIGN
21880 000  0.000 EACNH-EACBH-6-7(160)  GR CP CULV SEED BR
21881 000  0.000 EACNH-6-7(161)  BRIDGE
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$3,033,101.45$2,464,579.99$568,521.46
$15,731,761.20Stockpiled Materials$365,434.84$217,407.26$148,027.58
Original Contract AmtGross Earnings$3,398,536.29$2,681,987.25$716,549.04
$15,694,829.63Retainage$-25,000.00$-24,645.81$-354.19
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
19.28%Net Earnings$3,373,536.29$2,657,341.44$716,194.85
Liquidated Damages$.00$.00$.00
Incentives$.00$.00$.00
Disincentives$-2,100.00$-2,100.00$.00
Other Contract Adj$.00$.00$.00
Appl of Training Adj$.00$.00$.00
Training Rates Adj$.00$.00$.00
Fuel Adj$.00$.00$.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-$2,100.00-$2,100.00$.00
Payment$3,371,436.29$2,655,241.44$716,194.85
Project ManagerDiv. Head/Dist. Eng.
Baehr, Dennis08.01.2003Lech, Marvin (Marv)08.01.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve08.01.2003
Controller Div. Processed
Burling, Laurie08.04.2003
Detailed breakdown of stockpiled materials
Est Nbr:0001
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02146005.83 FIXED BEARING
S.P. Initial Payment914.75E23221
ANCHOR BOLTS
Total for estimate 0001:914.75
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02136005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment6,500.00E23644
EXPANSION BEARING, TFE TYPE
02146005.83 FIXED BEARING
S.P. Initial Payment5,507.36E23644
FIXED BEARING
Total for estimate 0006:12,007.36
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02206131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment10,794.173672
EPOXY COATED RE-STEEL
02236210.14 HP 310 mm X 79 kg STEEL PILING
S.P. Initial Payment8,310.412-137-C
HP 310 mm X 79kg STEEL PILE
Total for estimate 0008:19,104.58
Est Nbr:0001
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02396005.83 FIXED BEARING
S.P. Initial Payment922.11E23221
ANCHOR BOLTS
Total for estimate 0001:922.11
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02386005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment7,474.80E23643
EXPANSION BEARING, TFE TYPE
02396005.83 FIXED BEARING
S.P. Initial Payment1,959.75E23643
FIXED BEARING
Total for estimate 0006:9,434.55
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
02456131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment7,569.093673
EPOXY COATED RE-STEEL
S.P. Adjustment-1,789.673673
EPOXY COATED RE-STEEL
Total for estimate 0008:5,779.42
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00613075.56 255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
S.P. Initial Payment44,334.051024995
Dowel baskets
Total for estimate 0005:44,334.05
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00613075.56 255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
S.P. Initial Payment40,610.151024996
Dowel baskets
00633075.76 305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
S.P. Initial Payment27,196.241024996
DOWEL BASKETS
00664004.50 CAST IRON GRATE AND FRAME
S.P. Initial Payment633.88119789
CAST IRON GRATE & FRAME
00674005.00 CAST IRON RING AND COVER
S.P. Initial Payment337.49119789
CAST IRON RING & COVER
00734764.34 100 mm NONPERFORATED PIPE UNDERDRAIN
S.P. Initial Payment47.509460404
UNDERDRAIN PIPE NONPERF
S.P. Initial Payment114.009451917
UNDERDRAIN PIPE NONPERF
00744764.35 100 mm PERFORATED PIPE UNDERDRAIN
S.P. Initial Payment3,906.229451917
UNDERDRAIN PIPE PERF
00924002.00 CAST IRON COVER AND FRAME
S.P. Initial Payment1,847.54119789
CAST IRON COVER & FRAME
00944004.50 CAST IRON GRATE AND FRAME
S.P. Initial Payment26,534.10119789
CAST IRON GRATE & FRAME
00954005.00 CAST IRON RING AND COVER
S.P. Initial Payment3,712.39119789
CAST IRON RING & COVER
0281A070.10 38 mm CONDUIT IN TRENCH
S.P. Initial Payment2,991.8716072
38 mm CONDUIT IN TRENCH
0282A070.14 50 mm CONDUIT IN TRENCH
S.P. Initial Payment1,141.9616072
50 mm CONDUIT IN TRENCH
0283A070.18 75 mm CONDUIT IN TRENCH
S.P. Initial Payment3,366.9816072
75 mm CONDUIT IN TRENCH
Total for estimate 0006:112,440.32
Est Nbr:0007
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00633075.76 305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
S.P. Adjustment-1,731.011024996
DOWEL BASKETS
Total for estimate 0007:-1,731.01
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00344095.00 CONCRETE FACE PANELS
S.P. Initial Payment49,931.4838683
Concrete Face Panels
00613075.56 255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
S.P. Adjustment-5,107.371024995
Dowel baskets
S.P. Initial Payment3,900.0952776
WIGGLE BOLTS
00633075.76 305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
S.P. Adjustment-3,683.311024996
DOWEL BASKETS
S.P. Initial Payment3,599.9552776
WIGGLE BOLTS
S.P. Adjustment-390.1352776
WIGGLE BOLTS
01244155.50 REINFORCING STEEL FOR INLET AND JUNCTION BOX
S.P. Initial Payment2,594.703625
RE-STEEL FOR INLET & JCT BOX
0282A070.14 50 mm CONDUIT IN TRENCH
S.P. Adjustment-40.8516072
50 mm CONDUIT IN TRENCH
Total for estimate 0008:50,804.56
Est Nbr:0001
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01646005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment864.22E23221
ANCHOR BOLTS
01656005.83 FIXED BEARING
S.P. Initial Payment863.31E23221
ANCHOR BOLTS
01756210.14 HP 310 mm X 79 kg STEEL PILING
S.P. Initial Payment7,427.242-50-C
Total for estimate 0001:9,154.77
Est Nbr:0002
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01726131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment3,936.193412
EPOXY COATED REINFORCING STEEL
Total for estimate 0002:3,936.19
Est Nbr:0003
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01726131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-2,494.353412
EPOXY COATED REINFORCING STEEL
S.P. Initial Payment8,885.153445
EPOXY COATED REINFORCING STEEL
01746210.12 HP 250 mm X 62 kg STEEL PILING
S.P. Initial Payment4,565.852064-C
01756210.14 HP 310 mm X 79 kg STEEL PILING
S.P. Adjustment-6,715.112-50-C
S.P. Initial Payment2,678.682064-C
Total for estimate 0003:6,920.22
Est Nbr:0004
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01726131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-140.483412
EPOXY COATED REINFORCING STEEL
01756210.14 HP 310 mm X 79 kg STEEL PILING
S.P. Adjustment-712.132-50-C
S.P. Adjustment-1,455.792064-C
Total for estimate 0004:-2,308.40
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01726131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-408.923412
EPOXY COATED REINFORCING STEEL
Total for estimate 0005:-408.92
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00934003.00 CAST IRON COVER, FRAME, AND FLANGE
S.P. Initial Payment1,706.92119789
CAST IRON COVER, FRAME & FLANGE
S.P. Adjustment-568.97119789
CAST IRON COVER, FRAME & FLANGE
01646005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment7,357.32E23642
EXPANSION BEARING, TFE TYPE
01656005.83 FIXED BEARING
S.P. Initial Payment3,179.60E23642
FIXED BEARING
01726131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-827.643412
EPOXY COATED REINFORCING STEEL
Total for estimate 0006:10,847.23
Est Nbr:0007
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01656005.83 FIXED BEARING
S.P. Adjustment-391.08E23221
ANCHOR BOLTS
S.P. Adjustment-317.96E23642
FIXED BEARING
01726131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-64.803412
EPOXY COATED REINFORCING STEEL
S.P. Adjustment-141.573445
EPOXY COATED REINFORCING STEEL
Total for estimate 0007:-915.41
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01726131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-813.483445
EPOXY COATED REINFORCING STEEL
Total for estimate 0008:-813.48
Est Nbr:0002
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01976131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment3,812.593412
EPOXY COATED REINFORCING STEEL
S.P. Adjustment-502.033412
EPOXY COATED REINFORCING STEEL
Total for estimate 0002:3,310.56
Est Nbr:0003
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01976131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-603.253412
EPOXY COATED REINFORCING STEEL
S.P. Initial Payment1,447.833445
EPOXY COATED REINFORCING STEEL
02006251.50 DRILLED SHAFT
S.P. Initial Payment2,015.203431
Total for estimate 0003:2,859.78
Est Nbr:0004
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01976131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-555.993412
EPOXY COATED REINFORCING STEEL
02006251.50 DRILLED SHAFT
S.P. Adjustment-2,015.203431
Total for estimate 0004:-2,571.19
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01976131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-730.723412
EPOXY COATED REINFORCING STEEL
Total for estimate 0005:-730.72
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01906005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment6,125.12E23645
EXPANSION BEARING, TFE TYPE
01916005.83 FIXED BEARING
S.P. Initial Payment2,865.90E23645
FIXED BEARING
Total for estimate 0006:8,991.02
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01946011.11 PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
S.P. Initial Payment73,152.509401040402
PRECAST/PRESTRESSED CONC. SUPERSTR
01976131.50 EPOXY COATED REINFORCING STEEL
S.P. Closure-1,420.603412
EPOXY COATED REINFORCING STEEL
S.P. Initial Payment1,420.603412
EPOXY COATED REINFORCING STEEL
Total for estimate 0008:73,152.50
Total remaining for contract:365,434.84
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 6B BRIDGE AT STA. 105+08.526
0205                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
0.0000.00
0.0000.00

0206                          0030.60 45,000.001.00045,000.00
MOBILIZATION LS 1.00045,000.00
0.0000.00
0.0000.00

0207                          3050.15 190.20396.60075,433.32
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 396.60075,433.32
0.0000.00
0.0000.00

0208                          3051.10 1.0023,480.00023,480.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 23,480.00023,480.00
0.0000.00
0.0000.00

0209                          6000.10 4,643.601.0004,643.60
ABUTMENT NO.1 EXCAVATION LS 1.0004,643.60
0.150696.54
0.0000.00

0210                          6000.11 3,210.401.0003,210.40
ABUTMENT NO.2 EXCAVATION LS 1.0003,210.40
0.150481.56
0.150481.56

0211                          6000.20 6,875.701.0006,875.70
PIER NO.1 EXCAVATION LS 1.0006,875.70
0.4002,750.28
0.4002,750.28

0212                          6005.35 102.0078.8008,037.60
PRECOMPRESSED POLYURETHANE FOAM JOINT m 78.8008,037.60
0.0000.00
0.0000.00

0213                          6005.78 478.6026.00012,443.60
EXPANSION BEARING, TFE TYPE EACH26.00012,443.60
0.0000.00
0.0000.00

0214                          6005.83 864.6013.00011,239.80
FIXED BEARING EACH13.00011,239.80
0.0000.00
0.0000.00

0215                          6010.22 357.80392.500140,436.50
CLASS 47B-20 CONCRETE FOR BRIDGE m3 392.500140,436.50
0.0000.00
0.0000.00

0216                          6010.26 327.001,387.400453,679.80
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 1,387.400453,679.80
0.0000.00
0.0000.00

0217                          6030.00 34,337.801.00034,337.80
PREPARATION OF BRIDGE EACH1.00034,337.80
AT STA. 105+08.526 0.40013,735.12
0.0000.00

0218                          6071.11 692,292.101.000692,292.10
STEEL SUPERSTRUCTURE LS 1.000692,292.10
AT STA. 105+08.526 0.0000.00
0.0000.00

0219                          6107.00 55.10735.00040,498.50
CONCRETE SLOPE PROTECTION m2 735.00040,498.50
0.0000.00
0.0000.00

0220                          6131.50 1.10114,110.000125,521.00
EPOXY COATED REINFORCING STEEL kg 114,110.000125,521.00
0.0000.00
0.0000.00

0221                          6139.50 27.00235.0006,345.00
SUBSURFACE DRAINAGE MATTING m2 235.0006,345.00
0.0000.00
0.0000.00

0222                          6210.12 53.001,167.60061,882.80
HP 250 mm X 62 kg STEEL PILING m 1,167.60061,882.80
0.0000.00
0.0000.00

0223                          6210.14 68.00513.10034,890.80
HP 310 mm X 79 kg STEEL PILING m 513.10034,890.80
0.0000.00
0.0000.00

0224                          6510.55 10,996.901.00010,996.90
TEMPORARY BRIDGE SHORING LS 1.00010,996.90
0.5005,498.45
0.5005,498.45

0225                          6601.15 22.00207.2004,558.40
38 mm CONDUIT IN BRIDGE m 207.2004,558.40
0.0000.00
0.0000.00

0226                          7110.02 169.608.7001,475.52
0.9 METER CHAIN-LINK FENCE m 8.7001,475.52
0.0000.00
0.0000.00

0227                          8091.00 46.20586.00027,073.20
GRANULAR BACKFILL m3 586.00027,073.20
0.0000.00
0.0000.00

GROUP 6B BRIDGE AT STA. 105+08.526Contracted1,825,152.34
Current1,825,152.34
In place23,161.95
This Estimate8,730.29

GROUP 6C BRIDGE AT STA. 111+66.25
0228                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
0.0000.00
0.0000.00

0229                          0030.60 40,000.001.00040,000.00
MOBILIZATION LS 1.00040,000.00
0.0000.00
0.0000.00

0230                          3050.15 190.20415.00078,933.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 415.00078,933.00
0.0000.00
0.0000.00

0231                          3051.10 1.0025,040.00025,040.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 25,040.00025,040.00
0.0000.00
0.0000.00

0232                          6000.10 2,067.801.0002,067.80
ABUTMENT NO.1 EXCAVATION LS 1.0002,067.80
0.0000.00
0.0000.00

0233                          6000.11 2,103.401.0002,103.40
ABUTMENT NO.2 EXCAVATION LS 1.0002,103.40
0.0000.00
0.0000.00

0234                          6000.20 2,128.301.0002,128.30
PIER NO.1 EXCAVATION LS 1.0002,128.30
0.300638.49
0.300638.49

0235                          6000.21 2,128.301.0002,128.30
PIER NO.2 EXCAVATION LS 1.0002,128.30
0.300638.49
0.300638.49

0236                          6000.22 2,128.301.0002,128.30
PIER NO.3 EXCAVATION LS 1.0002,128.30
0.300638.49
0.300638.49

0237                          6005.35 112.3082.4009,253.52
PRECOMPRESSED POLYURETHANE FOAM JOINT m 82.4009,253.52
0.0000.00
0.0000.00

0238                          6005.78 432.4064.00027,673.60
EXPANSION BEARING, TFE TYPE EACH64.00027,673.60
0.0000.00
0.0000.00

0239                          6005.83 519.5016.0008,312.00
FIXED BEARING EACH16.0008,312.00
0.0000.00
0.0000.00

0240                          6010.22 441.60272.300120,247.68
CLASS 47B-20 CONCRETE FOR BRIDGE m3 272.300120,247.68
19.4008,567.04
19.4008,567.04

0241                          6010.26 411.80543.700223,895.66
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 543.700223,895.66
0.0000.00
0.0000.00

0242                          6030.00 70,504.601.00070,504.60
PREPARATION OF BRIDGE EACH1.00070,504.60
AT STA. 111+66.25 0.20014,100.92
0.0000.00

0243                          6071.12 270,703.201.000270,703.20
STEEL SUPERSTRUCTURE LS 1.000270,703.20
AT STA. 111+66.25 0.0000.00
0.0000.00

0244                          6107.00 55.601,178.00065,496.80
CONCRETE SLOPE PROTECTION m2 1,178.00065,496.80
0.0000.00
0.0000.00

0245                          6131.50 1.0087,610.00087,610.00
EPOXY COATED REINFORCING STEEL kg 87,610.00087,610.00
3,286.8203,286.82
3,286.8203,286.82

0246                          6139.50 24.20118.0002,855.60
SUBSURFACE DRAINAGE MATTING m2 118.0002,855.60
0.0000.00
0.0000.00

0247                          6210.12 49.70870.30043,253.91
HP 250 mm X 62 kg STEEL PILING m 870.30043,253.91
0.0000.00
0.0000.00

0248                          6210.14 65.0038.1002,476.50
HP 310 mm X 79 kg STEEL PILING m 38.1002,476.50
0.0000.00
0.0000.00

0249                          6510.55 17,896.301.00017,896.30
TEMPORARY BRIDGE SHORING LS 1.00017,896.30
0.0000.00
0.0000.00

0250                          6601.15 24.00176.2004,228.80
38 mm CONDUIT IN BRIDGE m 176.2004,228.80
0.0000.00
0.0000.00

0251                          8091.00 46.20240.00011,088.00
GRANULAR BACKFILL m3 240.00011,088.00
0.0000.00
0.0000.00

GROUP 6C BRIDGE AT STA. 111+66.25Contracted1,120,825.27
Current1,120,825.27
In place27,870.25
This Estimate13,769.33

GROUP 1 GRADING
0001                          0030.10 90,386.803191.00090,386.80
MOBILIZATION LS 1.00090,386.80
1.00090,386.80
0.0000.00

0002                          1000.00 150.006.000900.00
LARGE TREE REMOVAL EACH6.000900.00
33.0004,950.00
0.0000.00

0003                          1009.00 12,000.001.00012,000.00
GENERAL CLEARING AND GRUBBING LS 1.00012,000.00
FOR PROJECT EACIM-680-9(796) 0.5006,000.00
0.0000.00

0005                          1010.01 3.95245,686.000970,459.70
EXCAVATION (ESTABLISHED QUANTITY) m3 245,686.000970,459.70
99,300.000392,235.00
6,450.00025,477.50

0006                          1011.00 2.603,848.00010,004.80
WATER kL 3,848.00010,004.80
105.980275.55
0.0000.00

0007                          1021.10 10.00216.0002,160.00
REMOVE DELINEATOR UNITS EACH216.0002,160.00
45.000450.00
0.0000.00

0008                          1101.25 8.201,839.00015,079.80
SAWING PAVEMENT m 1,839.00015,079.80
55.800457.56
0.0000.00

0009                          1102.00 5.5029,316.000161,238.00
REMOVE ASPHALT SURFACE m2 29,316.000161,238.00
14,573.50080,154.25
0.0000.00

0010                          1107.00 3.50108.000378.00
REMOVE WALK m2 108.000378.00
0.0000.00
0.0000.00

0011                          1109.00 21.30420.2008,950.26
REMOVE CURB m 420.2008,950.26
218.5004,654.05
0.0000.00

0012                          1109.20 277.6024.0006,662.40
REMOVE CONCRETE BARRIER m 24.0006,662.40
24.0006,662.40
0.0000.00

0013                          1111.00 7.001,396.0009,772.00
REMOVE FENCE m 1,396.0009,772.00
1,145.2008,016.40
123.000861.00

0014                          1114.10 102.0042.6004,345.20
REMOVE RETAINING WALL m 42.6004,345.20
0.0000.00
0.0000.00

0015                          1121.00 550.002.0001,100.00
REMOVE CONCRETE FLUME EACH2.0001,100.00
1.000550.00
0.0000.00

0016                          1122.01 3.501,160.0004,060.00
REMOVE CONCRETE MEDIAN SURFACING m2 1,160.0004,060.00
0.0000.00
0.0000.00

0017                          1123.00 3.501,241.0004,343.50
REMOVE CONCRETE DITCH LINER m2 1,241.0004,343.50
2,704.5909,466.07
0.0000.00

0018                          3017.50 64.001,778.000113,792.00
INTERLOCKING CONCRETE PAVER BLOCK m2 1,778.000113,792.00
0.0000.00
0.0000.00

0019                          3017.55 18.001,041.00018,738.00
SOIL GRID CONFINEMENT SYSTEM m2 1,041.00018,738.00
0.0000.00
0.0000.00

0020                          3275.20 6.4042,606.000272,678.40
CRUSH CONCRETE PAVEMENT m2 42,606.000272,678.40
9,457.96060,530.94
0.0000.00

0021                          7017.00 11.40489.6005,581.44
REMOVE GUARDRAIL m 489.6005,581.44
1,296.10014,775.54
0.0000.00

0022                          L006.50 850.009.0007,650.00
TEMPORARY SEEDING ha 9.0007,650.00
5.6604,811.00
0.0000.00

0023                          L020.00 1.30113,942.000148,124.60
EROSION CONTROL m2 113,942.000148,124.60
0.0000.00
0.0000.00

0024                          L020.01 5.008,843.00044,215.00
EROSION CONTROL, TYPE A m2 8,843.00044,215.00
0.0000.00
0.0000.00

0025                          L020.08 5.158,841.00045,531.15
EROSION CONTROL, TYPE AA m2 8,841.00045,531.15
0.0000.00
0.0000.00

0026                          L020.09 9.907,766.00076,883.40
EROSION CONTROL, TYPE AAA m2 7,766.00076,883.40
0.0000.00
0.0000.00

0027                          L020.10 1.502,489.0003,733.50
EROSION CONTROL, TYPE HV m2 2,489.0003,733.50
2,783.2204,174.84
0.0000.00

0028                          L021.21 25.0072.0001,800.00
EROSION CHECKS, TYPE AA BALE72.0001,800.00
0.0000.00
0.0000.00

0029                          L022.11 7.501,990.00014,925.00
FABRIC SILT FENCE-LOW POROSITY m 1,990.00014,925.00
1,211.0009,082.52
0.0000.00

0030                          L022.12 8.501,024.0008,704.00
FABRIC SILT FENCE-HIGH POROSITY m 1,024.0008,704.00
12.900109.65
0.0000.00

0031                          L022.23 17.0018.000306.00
FABRIC SILT FENCE-WP-WW-LOW POROSITY m 18.000306.00
21.100358.70
0.0000.00

0032                          L022.24 18.0068.0001,224.00
FABRIC SILT FENCE-WP-WW-HIGH POROSITY m 68.0001,224.00
116.4702,096.46
0.0000.00

GROUP 1 GRADINGContracted2,065,726.95
Current2,065,726.95
In place700,197.73
This Estimate26,338.50

GROUP 1A MSE WALLS
0033                          0030.10 25,000.001.00025,000.00
MOBILIZATION LS 1.00025,000.00
0.0000.00
0.0000.00

0034                          4095.00 121.10410.00049,651.00
CONCRETE FACE PANELS m2 410.00049,651.00
0.0000.00
0.0000.00

0035                          4095.10 40.6071.8002,915.08
CONCRETE LEVELING PADS m 71.8002,915.08
0.0000.00
0.0000.00

0036                          4095.20 91.3072.8006,646.64
COPING m 72.8006,646.64
0.0000.00
0.0000.00

0037                          4350.24 34.80190.5006,629.40
600 mm CORRUGATED METAL PIPE m 190.5006,629.40
0.0000.00
0.0000.00

0038                          8024.75 14.903,161.00047,098.90
SELECT GRANULAR BACKFILL FOR MSE WALL m3 3,161.00047,098.90
0.0000.00
0.0000.00

4006                          3900.25 29.980.0000.00
ADDITIONAL COST m2 410.00012,291.80
ADDITIONAL COST FOR MSE WALL PANELS 0.0000.00
0.0000.00

GROUP 1A MSE WALLSContracted137,941.02
Current150,232.82
In place0.00
This Estimate0.00

GROUP 3 CONCRETE PAVEMENT
0039                          0002.61 26.00150.0003,900.00
PLOWABLE PAVEMENT MARKER EACH150.0003,900.00
0.0000.00
0.0000.00

0040                          0030.30 78,006.051921.00078,006.05
MOBILIZATION LS 1.00078,006.05
1.00078,006.05
0.50039,003.02

0041                          1020.02 16.00288.0004,608.00
DELINEATOR, TYPE II EACH288.0004,608.00
0.0000.00
0.0000.00

0042                          3008.05 4.20271.0001,138.20
TIE BARS EACH271.0001,138.20
56.000235.20
0.0000.00

0043                          3010.00 45.50258.00011,739.00
CONCRETE CLASS 47B-20 CURB m 258.00011,739.00
SPECIAL 0.0000.00
0.0000.00

0044                          3011.22 13.802,351.20032,446.56
CONCRETE CLASS 47B-20 CURB TYPE II m 2,351.20032,446.56
0.0000.00
0.0000.00

0045                          3013.13 142.10317.50045,116.75
CONCRETE CLASS 47BD-30 BARRIER CURB m 317.50045,116.75
0.0000.00
0.0000.00

0046                          3013.25 863.202.0001,726.40
CONCRETE CLASS 47BD-30 BARRIER TERMINAL SECTION EACH2.0001,726.40
0.0000.00
0.0000.00

0047                          3013.30 4,021.201.0004,021.20
CONCRETE CLASS 47BD-30 BARRIER TRANSITION SECTION EACH1.0004,021.20
0.0000.00
0.0000.00

0048                          3016.21 21.10144.0003,038.40
CONCRETE CLASS 47B-20 SIDEWALKS m2 144.0003,038.40
0.0000.00
0.0000.00

0049                          3017.38 72.0049.0003,528.00
200 mm REINFORCED CONCRETE CLASS 47B-20 MEDIAN SURFACING m2 49.0003,528.00
0.0000.00
0.0000.00

0050                          3017.40 19.501,202.00023,439.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING m2 1,202.00023,439.00
0.0000.00
0.0000.00

0051                          3017.46 54.10620.00033,542.00
150 mm CONCRETE CLASS 47B-20 IMPRINTED MEDIAN SURFACING m2 620.00033,542.00
0.0000.00
0.0000.00

0052                          3017.48 42.104,660.000196,186.00
150 mm REINFORCED CONCRETE CLASS 47B-20 IMPRINTED MEDIANSURFACING m2 4,660.000196,186.00
0.0000.00
0.0000.00

0053                          3025.00 149.2098.50014,696.20
CONCRETE CLASS 47BD-30 MEDIAN BARRIER m 98.50014,696.20
0.0000.00
0.0000.00

0054                          3025.04 231.0011.5002,656.50
CONCRETE CLASS 47BD-30 MEDIAN BARRIER m 11.5002,656.50
DOWELED 0.0000.00
0.0000.00

0055                          3025.05 242.5035.0008,487.50
CONCRETE CLASS 47BD-30 MEDIAN BARRIER m 35.0008,487.50
SPECIAL 0.0000.00
0.0000.00

0056                          3027.00 1,980.802.0003,961.60
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION EACH2.0003,961.60
2.0003,961.60
0.0000.00

0057                          3027.03 1,418.601.0001,418.60
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION EACH1.0001,418.60
TYPE A 0.0000.00
0.0000.00

0058                          3027.04 1,304.301.0001,304.30
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION EACH1.0001,304.30
TYPE B 0.0000.00
0.0000.00

0059                          3027.05 879.901.000879.90
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION EACH1.000879.90
TYPE C 0.0000.00
0.0000.00

0060                          3075.52 29.2010,073.000294,131.60
255 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 10,073.000294,131.60
20.900610.28
0.0000.00

0061                          3075.56 31.1035,331.0001,098,794.10
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 35,331.0001,098,794.10
4,775.700148,524.27
4,775.700148,524.27

0062                          3075.72 33.0012,644.000417,252.00
305 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 12,644.000417,252.00
1,776.80058,634.40
1,776.80058,634.40

0063                          3075.76 34.9033,171.0001,157,667.90
305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 33,171.0001,157,667.90
6,603.800230,472.62
4,492.500156,788.25

0064                          3089.25 33.0019,318.000637,494.00
TEMPORARY SURFACING m2 19,318.000637,494.00
250 mm 11,330.280373,899.24
263.9008,708.70

0065                          3300.65 60.3046.0002,773.80
CONCRETE PAVEMENT THICKNESS CORE EACH46.0002,773.80
0.0000.00
0.0000.00

0066                          4004.50 2.20293.000644.60
CAST IRON GRATE AND FRAME kg 293.000644.60
0.0000.00
0.0000.00

0067                          4005.00 2.20156.000343.20
CAST IRON RING AND COVER kg 156.000343.20
0.0000.00
0.0000.00

0068                          4014.70 473.301.000473.30
ADJUSTING INLET TO GRADE EACH1.000473.30
0.0000.00
0.0000.00

0069                          4015.00 397.201.000397.20
ADJUST MANHOLE TO GRADE EACH1.000397.20
0.0000.00
0.0000.00

0070                          4024.55 572.000.600343.20
FLUME SPILLWAY m 0.600343.20
0.0000.00
0.0000.00

0071                          4024.60 1,925.101.0001,925.10
CONCRETE FLUME EACH1.0001,925.10
0.0000.00
0.0000.00

0072                          4763.26 105.2038.0003,997.60
UNDERDRAIN HEADWALL EACH38.0003,997.60
0.0000.00
0.0000.00

0073                          4764.34 12.60234.5002,954.70
100 mm NONPERFORATED PIPE UNDERDRAIN m 234.5002,954.70
0.0000.00
0.0000.00

0074                          4764.35 11.706,092.00071,276.40
100 mm PERFORATED PIPE UNDERDRAIN m 6,092.00071,276.40
0.0000.00
0.0000.00

0075                          7502.14 9.5010,000.00095,000.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED m 10,000.00095,000.00
0.0000.00
0.0000.00

0076                          7503.04 9.505,000.00047,500.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 m 5,000.00047,500.00
0.0000.00
0.0000.00

0077                          7508.04 26.504,000.000106,000.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 m 4,000.000106,000.00
7.300193.45
0.0000.00

0078                          8032.04 2.2091,160.000200,552.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm m2 91,160.000200,552.00
13,156.30028,943.86
11,045.00024,299.00

0079                          9005.00 90.00100.0009,000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 100.0009,000.00
SP4(12.5) 420.50037,845.00
0.0000.00

0081                          9111.00 4.401,586.0006,978.40
WATER kL 1,586.0006,978.40
0.0000.00
0.0000.00

0082                          9170.00 420.00105.12244,151.24
EARTH SHOULDER CONSTRUCTION StaM105.12244,151.24
8.0003,360.00
8.0003,360.00

0083                          9173.20 1.2091,160.000109,392.00
SUBGRADE PREPARATION m2 91,160.000109,392.00
13,156.30015,787.56
11,045.00013,254.00

0084                          9185.77 3,202.102.0506,564.30
RUMBLE STRIPS, CONCRETE StaM2.0506,564.30
0.0000.00
0.0000.00

0085                          9188.50 34.00595.00020,230.00
SURFACING UNDER GUARDRAIL m2 595.00020,230.00
0.0000.00
0.0000.00

4004                          9030.00 14.700.0000.00
CONSTRUCTING ASPHALTIC CONCRETE CURB m 529.1007,777.77
CONSTRUCTING ASPHALTIC CONCRETE CURB 529.1007,777.77
529.1007,777.77

GROUP 3 CONCRETE PAVEMENTContracted4,811,676.81
Current4,819,454.58
In place988,251.30
This Estimate460,349.41

GROUP 4 CULVERT
0087                          0030.40 36,092.648541.00036,092.65
MOBILIZATION LS 1.00036,092.65
1.00036,092.65
0.0000.00

0088                          1117.00 317.202.000634.40
REMOVE MANHOLE EACH2.000634.40
0.0000.00
0.0000.00

0089                          1119.00 359.4013.0004,672.20
REMOVE INLET EACH13.0004,672.20
4.0001,437.60
0.0000.00

0090                          1136.09 50.0030.0001,500.00
REMOVE m 30.0001,500.00
SLOTTED PIPE 30.0001,500.00
0.0000.00

0091                          1500.18 60.1052.7003,167.27
INSTALL 450 mm CORRUGATED METAL PIPE m 52.7003,167.27
113.1406,799.71
24.7001,484.47

0092                          4002.00 1.70341.000579.70
CAST IRON COVER AND FRAME kg 341.000579.70
227.000385.90
0.0000.00

0094                          4004.50 2.6025,819.00067,129.40
CAST IRON GRATE AND FRAME kg 25,819.00067,129.40
0.0000.00
0.0000.00

0095                          4005.00 2.201,716.0003,775.20
CAST IRON RING AND COVER kg 1,716.0003,775.20
624.0001,372.80
0.0000.00

0098                          4016.00 1,559.201.0001,559.20
MANHOLE EACH1.0001,559.20
AT STA. 102+20 RT. 0.0000.00
0.0000.00

0099                          4016.01 1,854.701.0001,854.70
MANHOLE EACH1.0001,854.70
AT STA. 110+36.03 RT. 0.0000.00
0.0000.00

0100                          4016.02 2,589.001.0002,589.00
MANHOLE EACH1.0002,589.00
AT STA. 110+61.29 LT. 0.0000.00
0.0000.00

0101                          4016.03 3,086.501.0003,086.50
MANHOLE EACH1.0003,086.50
AT STA. 110+61.32 RT. 0.0000.00
0.0000.00

0102                          4016.04 1,851.301.0001,851.30
MANHOLE EACH1.0001,851.30
AT STA. 112+70 LT. 0.0000.00
0.0000.00

0103                          4016.05 1,836.201.0001,836.20
MANHOLE EACH1.0001,836.20
AT STA. 314+06.9 RT. 0.0000.00
0.0000.00

0104                          4016.06 3,038.201.0003,038.20
MANHOLE EACH1.0003,038.20
AT STA. 314+64.5 RT. 0.0000.00
0.0000.00

0105                          4016.07 2,364.201.0002,364.20
MANHOLE EACH1.0002,364.20
AT STA. 407+20 RT. 1.0002,364.20
0.0000.00

0106                          4016.08 2,559.401.0002,559.40
MANHOLE EACH1.0002,559.40
AT STA. 407+90 RT. 1.0002,559.40
0.0000.00

0107                          4016.09 2,262.201.0002,262.20
MANHOLE EACH1.0002,262.20
AT STA. 408+60 RT. 1.0002,262.20
0.0000.00

0108                          4016.10 4,335.101.0004,335.10
MANHOLE EACH1.0004,335.10
AT STA. 409+41.27 RT. 1.0004,335.10
0.0000.00

0109                          4016.11 2,662.501.0002,662.50
MANHOLE EACH1.0002,662.50
AT STA. 504+00 LT. 1.0002,662.50
0.0000.00

0113                          4018.00 594.804.0002,379.20
TAPPING EXISTING STRUCTURE EACH4.0002,379.20
0.0000.00
0.0000.00

0115                          4020.25 33.102,223.00073,581.30
CONCRETE DITCH LINING m2 2,223.00073,581.30
200 mm 0.0000.00
0.0000.00

0116                          4035.00 252.607.0001,768.20
REMOVE FLARED-END SECTION EACH7.0001,768.20
2.000505.20
1.000252.60

0117                          4040.00 290.7012.0003,488.40
REMOVE HEADWALLS FROM CULVERTS EACH12.0003,488.40
8.0002,325.60
0.0000.00

0118                          4043.50 31.30686.80021,496.84
REMOVE SEWER PIPE m 686.80021,496.84
311.9909,765.29
3.00093.90

0120                          4050.01 7.60921.0006,999.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 921.0006,999.60
292.6002,223.76
3.00022.80

0121                          4105.59 423.40128.86054,559.32
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 128.86054,559.32
0.0000.00
0.0000.00

0122                          4107.07 841.207.7606,527.71
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 7.7606,527.71
2.6602,237.59
0.420353.30

0123                          4130.06 1,071.600.550589.38
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG m3 0.550589.38
0.0000.00
0.0000.00

0124                          4155.50 2.104,871.50010,230.15
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 4,871.50010,230.15
0.0000.00
0.0000.00

0125                          4157.00 3.60318.0001,144.80
REINFORCING STEEL FOR COLLARS kg 318.0001,144.80
110.000396.00
20.00072.00

0126                          4310.18 427.4020.0008,548.00
450 mm FLARED-END SECTION EACH20.0008,548.00
10.0004,274.00
1.000427.40

0127                          4310.24 456.802.000913.60
600 mm FLARED-END SECTION EACH2.000913.60
0.0000.00
0.0000.00

0128                          4310.30 499.806.0002,998.80
750 mm FLARED-END SECTION EACH6.0002,998.80
1.000499.80
0.0000.00

0129                          4310.36 614.508.0004,916.00
900 mm FLARED-END SECTION EACH8.0004,916.00
4.0002,458.00
0.0000.00

0130                          4310.42 783.402.0001,566.80
1050 mm FLARED-END SECTION EACH2.0001,566.80
1.000783.40
0.0000.00

0131                          4310.48 1,054.701.0001,054.70
1200 mm FLARED-END SECTION EACH1.0001,054.70
0.0000.00
0.0000.00

0132                          4670.05 254.4017.2004,375.68
CULVERT SANDFILL m3 17.2004,375.68
0.0000.00
0.0000.00

0133                          4875.18 461.4018.0008,305.20
JACKING 450 mm STORM SEWER PIPE, TYPE 1 CLASS IV m 18.0008,305.20
0.0000.00
0.0000.00

0134                          4900.24 1,266.609.00011,399.40
AREA INLET SEDIMENT FILTER EACH9.00011,399.40
0.0000.00
0.0000.00

0135                          P120.42 239.6025.2006,037.92
1050 mm CULVERT PIPE TYPE 2 m 25.2006,037.92
0.0000.00
0.0000.00

0136                          P400.30 185.4038.0007,045.20
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 38.0007,045.20
0.0000.00
0.0000.00

0137                          P400.36 220.8072.90016,096.32
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 72.90016,096.32
60.43013,342.94
0.0000.00

0138                          P700.18 79.901,752.000139,984.80
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 1,752.000139,984.80
372.82029,788.32
0.0000.00

0139                          P700.24 95.80104.2009,982.36
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 104.2009,982.36
104.2009,982.36
0.0000.00

0140                          P700.30 135.60342.70046,470.12
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 342.70046,470.12
241.60032,760.96
0.0000.00

0141                          P700.36 186.1015.5002,884.55
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 15.5002,884.55
0.0000.00
0.0000.00

0142                          P702.18 100.4086.7008,704.68
450 mm STORM SEWER PIPE, TYPE 1 m 86.7008,704.68
47.1004,728.84
37.7003,785.08

0143                          P702.24 127.308.0001,018.40
600 mm STORM SEWER PIPE, TYPE 1 m 8.0001,018.40
3.320422.64
0.0000.00

0144                          P702.30 102.30152.00015,549.60
750 mm STORM SEWER PIPE, TYPE 1 m 152.00015,549.60
0.0000.00
0.0000.00

0145                          P702.42 127.306.500827.45
1050 mm STORM SEWER PIPE, TYPE 1 m 6.500827.45
6.500827.45
0.0000.00

0146                          P702.48 287.80119.10034,276.98
1200 mm STORM SEWER PIPE, TYPE 1 m 119.10034,276.98
119.10034,276.98
0.0000.00

0147                          P705.18 123.7018.0002,226.60
450 mm STORM SEWER PIPE, TYPE 1 CLASS IV m 18.0002,226.60
0.0000.00
0.0000.00

0148                          P707.24 77.7010.500815.85
600 mm STORM SEWER PIPE, TYPE 3,4 OR 5 m 10.500815.85
10.500815.85
0.0000.00

GROUP 4 CULVERTContracted666,313.23
Current666,313.23
In place214,187.04
This Estimate6,491.55

GROUP 5 SEEDING
0149                          0030.50 479.729731.000479.73
MOBILIZATION LS 1.000479.73
0.0000.00
0.0000.00

0150                          L001.01 1,400.006.7009,380.00
SEEDING, TYPE A ha 6.7009,380.00
0.0000.00
0.0000.00

0151                          L001.02 1,300.002.3002,990.00
SEEDING, TYPE B ha 2.3002,990.00
0.0000.00
0.0000.00

0152                          L020.07 4.006,736.00026,944.00
EROSION CONTROL, TYPE B-1 m2 6,736.00026,944.00
0.0000.00
0.0000.00

0153                          L032.75 70.0045.0003,150.00
MULCH Mg 45.0003,150.00
28.3001,981.00
0.0000.00

GROUP 5 SEEDINGContracted42,943.73
Current42,943.73
In place1,981.00
This Estimate0.00

GROUP 7 GUARDRAIL
0252                          0030.70 2,100.001.0002,100.00
MOBILIZATION LS 1.0002,100.00
0.0000.00
0.0000.00

0253                          7011.20 42.00299.09012,561.78
W-BEAM GUARDRAIL m 299.09012,561.78
0.0000.00
0.0000.00

0254                          7019.50 13,500.001.00013,500.00
IMPACT ATTENUATOR EACH1.00013,500.00
0.0000.00
0.0000.00

0255                          7020.00 2,600.0010.00026,000.00
BRIDGE APPROACH SECTIONS EACH10.00026,000.00
0.0000.00
0.0000.00

0256                          7024.25 1,800.0010.00018,000.00
GUARDRAIL END TREATMENT, TYPE I EACH10.00018,000.00
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted72,161.78
Current72,161.78
In place0.00
This Estimate0.00

GROUP 7B FENCING
0257                          0030.71 500.001.000500.00
MOBILIZATION LS 1.000500.00
0.0000.00
0.0000.00

0258                          7110.05 20.001,766.00035,320.00
1.5 METER CHAIN-LINK FENCE m 1,766.00035,320.00
0.0000.00
0.0000.00

0259                          7115.05 80.002.000160.00
END POST FOR 1.5 METER CHAIN-LINK FENCE EACH2.000160.00
0.0000.00
0.0000.00

0260                          7116.05 90.0027.0002,430.00
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE EACH27.0002,430.00
0.0000.00
0.0000.00

0261                          7117.05 90.006.000540.00
PULL POST FOR 1.5 METER CHAIN-LINK FENCE EACH6.000540.00
0.0000.00
0.0000.00

GROUP 7B FENCINGContracted38,950.00
Current38,950.00
In place0.00
This Estimate0.00

GROUP 8B ELECTRICAL
0262                          0003.75 20,000.001.00020,000.00
TEMPORARY TRAFFIC SIGNAL EACH1.00020,000.00
AT WEST DODGE ROAD & SOUTH BRIDGE ROAD 0.95019,000.00
0.0000.00

0263                          0030.81 20,000.001.00020,000.00
MOBILIZATION LS 1.00020,000.00
1.00020,000.00
0.0000.00

0264                          A001.05 850.0010.0008,500.00
PULL BOX, TYPE PB-2 EACH10.0008,500.00
1.000850.00
0.0000.00

0265                          A001.12 480.0013.0006,240.00
PULL BOX, TYPE PB-5 EACH13.0006,240.00
0.0000.00
0.0000.00

0266                          A001.16 520.0030.00015,600.00
PULL BOX, TYPE PB-6 EACH30.00015,600.00
0.0000.00
0.0000.00

0267                          A002.00 9,000.001.0009,000.00
TRAFFIC DETECTOR EACH1.0009,000.00
AT STA. 134+20 LT. 0.0000.00
0.0000.00

0268                          A002.01 9,000.001.0009,000.00
TRAFFIC DETECTOR EACH1.0009,000.00
AT STA. 134+20 RT. 0.0000.00
0.0000.00

0269                          A009.52 2,000.0011.00022,000.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20 EACH11.00022,000.00
0.0000.00
0.0000.00

0270                          A010.20 800.0058.00046,400.00
LUMINAIRE, TYPE HML-A-1KW EACH58.00046,400.00
0.0000.00
0.0000.00

0271                          A010.26 800.0030.00024,000.00
LUMINAIRE, TYPE HML-V-1KW EACH30.00024,000.00
0.0000.00
0.0000.00

0272                          A010.60 520.0032.00016,640.00
UNDERDECK LUMINAIRE, TYPE UD-100 EACH32.00016,640.00
0.0000.00
0.0000.00

0273                          A010.64 800.005.0004,000.00
LUMINAIRE, TYPE WL-100 EACH5.0004,000.00
0.0000.00
0.0000.00

0274                          A018.81 2,600.0010.00026,000.00
FOUNDATION DESIGN EACH10.00026,000.00
10.00026,000.00
0.0000.00

0275                          A018.82 230.00115.00026,450.00
CONCRETE FOR FOUNDATION m3 115.00026,450.00
0.0000.00
0.0000.00

0276                          A018.83 3.005,502.00016,506.00
REINFORCING STEEL kg 5,502.00016,506.00
5,144.70015,434.10
0.0000.00

0277                          A018.86 1,600.0010.00016,000.00
ANCHOR BOLT CAGE EACH10.00016,000.00
0.0000.00
0.0000.00

0278                          A020.36 5,500.003.00016,500.00
LIGHTING CONTROL CENTER, TYPE R-2 EACH3.00016,500.00
0.0000.00
0.0000.00

0279                          A030.90 400.004.0001,600.00
TELEPHONE DROP EACH4.0001,600.00
0.0000.00
0.0000.00

0280                          A069.14 11.0060.000660.00
25 mm CONDUIT IN TRENCH m 60.000660.00
0.0000.00
0.0000.00

0281                          A070.10 12.002,147.00025,764.00
38 mm CONDUIT IN TRENCH m 2,147.00025,764.00
0.0000.00
0.0000.00

0282                          A070.14 13.00779.00010,127.00
50 mm CONDUIT IN TRENCH m 779.00010,127.00
28.350368.55
28.350368.55

0283                          A070.18 17.001,018.00017,306.00
75 mm CONDUIT IN TRENCH m 1,018.00017,306.00
182.9003,109.30
0.0000.00

0284                          A072.10 15.00184.0002,760.00
38 mm CONDUIT UNDER ROADWAY m 184.0002,760.00
12.000180.00
12.000180.00

0285                          A072.18 22.0023.000506.00
75 mm CONDUIT UNDER ROADWAY m 23.000506.00
0.0000.00
0.0000.00

0286                          A074.18 50.0068.0003,400.00
75 mm CONDUIT, JACKED m 68.0003,400.00
0.0000.00
0.0000.00

0287                          A079.50 2.50562.0001,405.00
GROUNDING CONDUCTOR m 562.0001,405.00
0.0000.00
0.0000.00

0288                          A079.57 3.80756.0002,872.80
SERVICE CABLE m 756.0002,872.80
NO. 2 0.0000.00
0.0000.00

0289                          A079.58 3.20906.0002,899.20
SERVICE CABLE m 906.0002,899.20
NO. 4 0.0000.00
0.0000.00

0290                          A079.59 2.50552.0001,380.00
SERVICE CABLE m 552.0001,380.00
NO. 6 0.0000.00
0.0000.00

0291                          A080.04 5.501,776.0009,768.00
STREET LIGHTING CABLE, NO. 1/0 USE m 1,776.0009,768.00
0.0000.00
0.0000.00

0292                          A080.10 4.809,908.00047,558.40
STREET LIGHTING CABLE, NO. 2 USE m 9,908.00047,558.40
0.0000.00
0.0000.00

0293                          A080.22 2.203,507.0007,715.40
STREET LIGHTING CABLE, NO. 6 BARE m 3,507.0007,715.40
0.0000.00
0.0000.00

0294                          A080.24 2.302,124.0004,885.20
STREET LIGHTING CABLE, NO. 6 USE m 2,124.0004,885.20
237.800546.94
0.0000.00

0295                          A080.35 2.30120.000276.00
STREET LIGHTING CABLE, NO. 10 USE m 120.000276.00
0.0000.00
0.0000.00

0296                          A080.38 2.0060.000120.00
STREET LIGHTING CABLE, NO. 10 BARE m 60.000120.00
0.0000.00
0.0000.00

0297                          A081.00 4.00183.000732.00
6 PAIR COMMUNICATION CABLE m 183.000732.00
0.0000.00
0.0000.00

0298                          A580.94 2,400.004.0009,600.00
INSTALL EACH4.0009,600.00
DYNAMIC MESSAGE SIGN CONTROLLER 0.0000.00
0.0000.00

0299                          A580.95 3,400.004.00013,600.00
INSTALL EACH4.00013,600.00
DYNAMIC MESSAGE SIGN 0.0000.00
0.0000.00

0300                          A580.96 3.10375.0001,162.50
INSTALL m 375.0001,162.50
DYNAMIC MESSAGE SIGN COMMUNICATION CABLE 0.0000.00
0.0000.00

0301                          A600.00 350.002.000700.00
REMOVE LIGHTING UNIT EACH2.000700.00
0.0000.00
0.0000.00

0302                          A610.20 4,500.002.0009,000.00
REMOVE LIGHTING SYSTEM EACH2.0009,000.00
0.0000.00
0.0000.00

0303                          A620.02 900.002.0001,800.00
REMOVE LIGHTING CONTROL CENTER EACH2.0001,800.00
0.0000.00
0.0000.00

0304                          A620.10 500.002.0001,000.00
REMOVE ELECTRICAL SERVICE EACH2.0001,000.00
0.0000.00
0.0000.00

0305                          A630.04 5,000.001.0005,000.00
REMOVE HIGH MAST LIGHTING UNIT EACH1.0005,000.00
0.5002,500.00
0.5002,500.00

0306                          A630.20 250.002.000500.00
REMOVE PULL BOX EACH2.000500.00
0.0000.00
0.0000.00

0307                          A700.20 800.004.0003,200.00
RELOCATE STREET LIGHTING UNIT EACH4.0003,200.00
3.6002,880.00
0.0000.00

0308                          A750.10 20,000.003.00060,000.00
MODIFY HIGH MAST TOWER EACH3.00060,000.00
TYPE A 0.2004,000.00
0.0000.00

0309                          A750.11 19,000.006.000114,000.00
MODIFY HIGH MAST TOWER EACH6.000114,000.00
TYPE B 0.4007,600.00
0.0000.00

0310                          A750.12 18,000.001.00018,000.00
MODIFY HIGH MAST TOWER EACH1.00018,000.00
TYPE C 0.0000.00
0.0000.00

0311                          A800.70 15.00615.0009,225.00
MAINTENANCE OF LIGHTING UNITS DAY 615.0009,225.00
118.0001,770.00
14.000210.00

GROUP 8B ELECTRICALContracted691,358.50
Current691,358.50
In place104,238.89
This Estimate3,258.55

GROUP 8C SIGNING
0312                          0030.82 10,000.001.00010,000.00
MOBILIZATION LS 1.00010,000.00
0.5005,000.00
0.0000.00

0313                          7312.00 70,000.001.00070,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00070,000.00
1 0.0000.00
0.0000.00

0314                          7312.01 18,000.001.00018,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00018,000.00
2 0.0000.00
0.0000.00

0315                          7312.02 18,000.001.00018,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00018,000.00
3 0.0000.00
0.0000.00

0316                          7312.03 37,000.001.00037,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00037,000.00
4 0.80029,600.00
0.0000.00

0317                          7312.04 45,000.001.00045,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00045,000.00
5 0.0000.00
0.0000.00

0318                          7312.05 28,000.001.00028,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH0.0000.00
9 0.0000.00
0.0000.00

0319                          7312.06 43,000.001.00043,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00043,000.00
10 0.0000.00
0.0000.00

0320                          7312.07 58,000.001.00058,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00058,000.00
14 0.0000.00
0.0000.00

0321                          7312.08 75,000.001.00075,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00075,000.00
16 0.0000.00
0.0000.00

0322                          7312.09 105,000.001.000105,000.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.000105,000.00
17 0.0000.00
0.0000.00

0323                          7320.05 1,100.002.0002,200.00
INSTALL OVERHEAD SIGN EACH2.0002,200.00
0.0000.00
0.0000.00

0324                          7320.10 12,000.001.00012,000.00
INSTALL OVERHEAD SIGN STRUCTURE EACH1.00012,000.00
0.0000.00
0.0000.00

0325                          7322.01 180.00193.96934,914.42
TYPE B SIGN m2 193.96934,914.42
0.0000.00
0.0000.00

0326                          7340.00 4.001,557.6006,230.40
STRUCTURAL STEEL FOR SIGN SUPPORTS kg 1,557.6006,230.40
0.0000.00
0.0000.00

0327                          7360.24 500.0016.0008,000.00
600 mm SIGN SUPPORT FOOTING EACH16.0008,000.00
0.0000.00
0.0000.00

0328                          A010.08 900.0019.00017,100.00
LUMINAIRE, TYPE HPS-150 EACH19.00017,100.00
0.0000.00
0.0000.00

0350                          7312.05 28,000.000.0000.00
OVERHEAD SIGN SUPPORT, LOCATION NO. EACH0.0000.00
OVERHEAD SIGN SUPPORT, LOCATION NO. 9 0.0000.00
0.0000.00

4005                          7309.50 18,950.000.0000.00
REMOVE AND REINSTALL SIGN STRUCTURE EACH1.00018,950.00
REMOVE AND REINSTALL SIGN STRUCTURE 0.2003,790.00
0.2003,790.00

GROUP 8C SIGNINGContracted587,444.82
Current578,394.82
In place38,390.00
This Estimate3,790.00

GROUP 10 GENERAL ITEMS
0329                          0001.08 0.5026,015.00013,007.50
BARRICADE, TYPE II BDAY26,015.00013,007.50
18,453.0009,226.50
956.000478.00

0330                          0001.10 3.205,360.00017,152.00
BARRICADE, TYPE III BDAY5,360.00017,152.00
3,378.00010,809.60
435.0001,392.00

0331                          0001.75 1.101,720.0001,892.00
TEMPORARY SIGN DAY EACH1,720.0001,892.00
666.000732.60
58.00063.80

0332                          0001.90 0.6066,208.00039,724.80
SIGN DAY EACH66,208.00039,724.80
13,597.0008,158.20
2,142.0001,285.20

0333                          0002.30 1.0035,000.00035,000.00
PAVEMENT MARKING REMOVAL m 35,000.00035,000.00
6,370.0006,370.00
0.0000.00

0334                          0002.44 0.5045,000.00022,500.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT m 45,000.00022,500.00
16,747.6008,373.80
0.0000.00

0335                          0002.47 0.7030,000.00021,000.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION m 30,000.00021,000.00
9,785.6006,849.92
0.0000.00

0336                          0002.97 150.00120.00018,000.00
FLASHING ARROW PANEL DAY 120.00018,000.00
227.00034,050.00
35.5005,325.00

0337                          0003.51 18.206,954.000126,562.80
INSTALL CONCRETE PROTECTION BARRIER m 6,954.000126,562.80
5,225.00095,095.00
75.0001,365.00

0338                          0003.56 8.207,159.00058,703.80
RELOCATE CONCRETE PROTECTION BARRIER m 7,159.00058,703.80
867.0007,109.40
0.0000.00

0339                          0003.57 1,200.008.0009,600.00
RELOCATE INERTIAL BARRIER SYSTEM EACH8.0009,600.00
3.0003,600.00
0.0000.00

0340                          0003.58 1,550.0012.00018,600.00
INERTIAL BARRIER SYSTEM EACH12.00018,600.00
10.00015,500.00
0.0000.00

0341                          0003.64 550.005.0002,750.00
REPLACEMENT MODULE EACH5.0002,750.00
2.0001,100.00
0.0000.00

0342                          0010.04 4,570.000.7503,427.50
FIELD OFFICE EACH0.7503,427.50
1.0004,570.00
0.0000.00

0343                          0030.00 17,391.379311.00017,391.38
MOBILIZATION LS 1.00017,391.38
1.00017,391.38
0.0000.00

0344                          7019.80 5,000.001.0005,000.00
PERMANENT INERTIAL BARRIER SYSTEM EACH1.0005,000.00
0.0000.00
0.0000.00

0345                          9110.01 106.10100.00010,610.00
RENTAL OF LOADER, FULLY OPERATED HOUR100.00010,610.00
13.1001,389.91
3.000318.30

0346                          9110.02 95.3010.000953.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR10.000953.00
0.0000.00
0.0000.00

0347                          9110.03 62.20100.0006,220.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR100.0006,220.00
1.00062.20
0.0000.00

0348                          9110.06 84.50100.0008,450.00
RENTAL OF BACKHOE, FULLY OPERATED HOUR100.0008,450.00
6.000507.00
1.00084.50

0349                          9110.07 84.50100.0008,450.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR100.0008,450.00
6.000507.00
0.0000.00

4001                          0001.99 3.150.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH1,000.0003,150.00
CONTRACTOR FURNISHED SIGN DAY 0.0000.00
0.0000.00

4002                          0003.10 220.000.0000.00
FLAGGING DAY 100.00022,000.00
FLAGGING 22.0004,840.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted444,994.78
Current470,144.78
In place236,242.51
This Estimate10,311.80

GROUP 1 GRADING
0001                          0030.10 9,613.196811.0009,613.20
MOBILIZATION LS 1.0009,613.20
1.0009,613.20
0.0000.00

0004                          1009.01 12,000.001.00012,000.00
GENERAL CLEARING AND GRUBBING LS 1.00012,000.00
FOR PROJECT EACNH-EACBH-6-7(160) 1.00012,000.00
0.0000.00

0005                          1010.01 3.952,050.0008,097.50
EXCAVATION (ESTABLISHED QUANTITY) m3 2,050.0008,097.50
2,050.0008,097.50
0.0000.00

0006                          1011.00 2.60103.000267.80
WATER kL 103.000267.80
0.0000.00
0.0000.00

0008                          1101.25 8.20950.0007,790.00
SAWING PAVEMENT m 950.0007,790.00
28.800236.16
0.0000.00

0011                          1109.00 21.30494.00010,522.20
REMOVE CURB m 494.00010,522.20
416.0008,860.80
0.0000.00

0016                          1122.01 3.50493.0001,725.50
REMOVE CONCRETE MEDIAN SURFACING m2 493.0001,725.50
495.8001,735.30
0.0000.00

0020                          3275.20 6.4010,153.00064,979.20
CRUSH CONCRETE PAVEMENT m2 10,153.00064,979.20
2,052.90013,138.56
0.0000.00

0021                          7017.00 11.40307.0003,499.80
REMOVE GUARDRAIL m 307.0003,499.80
83.000946.20
0.0000.00

0022                          L006.50 850.000.300255.00
TEMPORARY SEEDING ha 0.300255.00
0.0000.00
0.0000.00

0023                          L020.00 1.301,856.0002,412.80
EROSION CONTROL m2 1,856.0002,412.80
0.0000.00
0.0000.00

0026                          L020.09 9.9057.000564.30
EROSION CONTROL, TYPE AAA m2 57.000564.30
0.0000.00
0.0000.00

0029                          L022.11 7.5074.700560.25
FABRIC SILT FENCE-LOW POROSITY m 74.700560.25
0.0000.00
0.0000.00

GROUP 1 GRADINGContracted122,287.55
Current122,287.55
In place54,627.72
This Estimate0.00

GROUP 3 CONCRETE PAVEMENT
0040                          0030.30 21,993.948081.00021,993.95
MOBILIZATION LS 1.00021,993.95
1.00021,993.94
0.0000.00

0045                          3013.13 142.10101.40014,408.94
CONCRETE CLASS 47BD-30 BARRIER CURB m 101.40014,408.94
0.0000.00
0.0000.00

0060                          3075.52 29.20346.00010,103.20
255 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 346.00010,103.20
0.0000.00
0.0000.00

0061                          3075.56 31.106,124.000190,456.40
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 6,124.000190,456.40
2,552.40079,379.64
0.0000.00

0064                          3089.25 33.00264.0008,712.00
TEMPORARY SURFACING m2 264.0008,712.00
250 mm 193.9006,398.70
0.0000.00

0065                          3300.65 60.304.000241.20
CONCRETE PAVEMENT THICKNESS CORE EACH4.000241.20
0.0000.00
0.0000.00

0074                          4764.35 11.70100.0001,170.00
100 mm PERFORATED PIPE UNDERDRAIN m 100.0001,170.00
0.0000.00
0.0000.00

0078                          8032.04 2.2012,367.00027,207.40
CRUSHED CONCRETE FOUNDATION COURSE 100 mm m2 12,367.00027,207.40
2,552.4005,615.28
0.0000.00

0079                          9005.00 90.0025.0002,250.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 25.0002,250.00
SP4(12.5) 53.9704,857.30
0.0000.00

0080                          9009.88 30.006,080.000182,400.00
SURFACING 250mm m2 6,080.000182,400.00
966.50028,995.00
0.0000.00

0081                          9111.00 4.40105.000462.00
WATER kL 105.000462.00
0.0000.00
0.0000.00

0082                          9170.00 420.006.4742,719.08
EARTH SHOULDER CONSTRUCTION StaM6.4742,719.08
0.0000.00
0.0000.00

0083                          9173.20 1.206,287.0007,544.40
SUBGRADE PREPARATION m2 6,287.0007,544.40
2,552.4003,062.88
-4,800.000-5,760.00

0086                          L010.00 4.40351.0001,544.40
SODDING m2 351.0001,544.40
656.2002,887.28
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted471,212.97
Current471,212.97
In place153,190.02
This Estimate-5,760.00

GROUP 4 CULVERTS
0087                          0030.40 3,907.351461.0003,907.35
MOBILIZATION LS 1.0003,907.35
1.0003,907.35
0.0000.00

0088                          1117.00 317.203.000951.60
REMOVE MANHOLE EACH3.000951.60
2.000634.40
0.0000.00

0089                          1119.00 359.4013.0004,672.20
REMOVE INLET EACH13.0004,672.20
5.0001,797.00
0.0000.00

0092                          4002.00 1.70513.000872.10
CAST IRON COVER AND FRAME kg 513.000872.10
228.000387.60
0.0000.00

0093                          4003.00 2.30789.0001,814.70
CAST IRON COVER, FRAME, AND FLANGE kg 789.0001,814.70
789.0001,814.70
0.0000.00

0096                          4011.45 2,610.101.0002,610.10
SLOTTED VANE INLET EACH1.0002,610.10
AT STA. 87+50 LT. 0.0000.00
0.0000.00

0097                          4011.46 2,610.101.0002,610.10
SLOTTED VANE INLET EACH1.0002,610.10
AT STA. 87+60 LT. 0.0000.00
0.0000.00

0110                          4016.12 1,611.901.0001,611.90
MANHOLE EACH1.0001,611.90
AT STA. 87+50 1.0001,611.90
0.0000.00

0111                          4016.13 1,611.901.0001,611.90
MANHOLE EACH1.0001,611.90
AT STA. 88+48.56 RT. 1.0001,611.90
0.0000.00

0112                          4016.14 1,611.901.0001,611.90
MANHOLE EACH1.0001,611.90
AT STA. 89+09.39 RT. 1.0001,611.90
0.0000.00

0114                          4018.50 610.203.0001,830.60
TAPPING EXISTING PIPE EACH3.0001,830.60
3.0001,830.60
0.0000.00

0118                          4043.50 31.30159.3004,986.09
REMOVE SEWER PIPE m 159.3004,986.09
102.7003,214.51
0.0000.00

0119                          4048.25 8,544.401.0008,544.40
REMODEL EACH1.0008,544.40
UNDERGROUND SPRINKLER SYSTEM 0.9508,117.18
0.0000.00

0121                          4105.59 423.4022.4209,492.63
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 22.4209,492.63
9.3703,967.26
0.0000.00

0122                          4107.07 841.201.6001,345.92
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 1.6001,345.92
1.2801,076.74
0.0000.00

0123                          4130.06 1,071.600.510546.52
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG m3 0.510546.52
0.230246.47
0.0000.00

0124                          4155.50 2.10893.0001,875.30
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 893.0001,875.30
414.000869.40
0.0000.00

0125                          4157.00 3.6085.000306.00
REINFORCING STEEL FOR COLLARS kg 85.000306.00
68.000244.80
0.0000.00

0138                          P700.18 79.9039.0003,116.10
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 39.0003,116.10
9.010719.90
0.0000.00

0139                          P700.24 95.80155.30014,877.74
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 155.30014,877.74
106.39010,192.16
0.0000.00

0142                          P702.18 100.4012.4001,244.96
450 mm STORM SEWER PIPE, TYPE 1 m 12.4001,244.96
11.4001,144.56
0.0000.00

GROUP 4 CULVERTSContracted70,440.11
Current70,440.11
In place45,000.33
This Estimate0.00

GROUP 5 SEEDING
0149                          0030.50 20.270271.00020.27
MOBILIZATION LS 1.00020.27
1.00020.27
0.0000.00

0151                          L001.02 1,300.000.300390.00
SEEDING, TYPE B ha 0.300390.00
0.220286.00
0.0000.00

0152                          L020.07 4.00325.0001,300.00
EROSION CONTROL, TYPE B-1 m2 325.0001,300.00
0.0000.00
0.0000.00

0153                          L032.75 70.001.500105.00
MULCH Mg 1.500105.00
1.10077.00
0.0000.00

GROUP 5 SEEDINGContracted1,815.27
Current1,815.27
In place383.27
This Estimate0.00

GROUP 6 BRIDGE AT STA. 86+88.67
0154                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
0.0000.00
0.0000.00

0155                          0030.60 60,000.001.00060,000.00
MOBILIZATION LS 1.00060,000.00
1.00060,000.00
0.50030,000.00

0156                          1043.50 1.701,550.0002,635.00
RIPRAP FILTER FABRIC m2 1,550.0002,635.00
0.0000.00
0.0000.00

0157                          3050.15 190.00395.00075,050.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 395.00075,050.00
0.0000.00
0.0000.00

0158                          3051.10 1.0023,835.00023,835.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 23,835.00023,835.00
0.0000.00
0.0000.00

0159                          6000.10 5,470.001.0005,470.00
ABUTMENT NO.1 EXCAVATION LS 1.0005,470.00
0.2501,367.50
0.0000.00

0160                          6000.11 6,380.001.0006,380.00
ABUTMENT NO.2 EXCAVATION LS 1.0006,380.00
0.2501,595.00
0.0000.00

0161                          6000.60 19,980.001.00019,980.00
PIER NO.1 EXCAVATION LS 1.00019,980.00
0.4007,992.00
0.0000.00

0162                          6000.61 19,930.001.00019,930.00
PIER NO.2 EXCAVATION LS 1.00019,930.00
0.4007,972.00
0.0000.00

0163                          6005.35 117.6079.9009,396.24
PRECOMPRESSED POLYURETHANE FOAM JOINT m 79.9009,396.24
0.0000.00
0.0000.00

0164                          6005.78 729.3036.00026,254.80
EXPANSION BEARING, TFE TYPE EACH36.00026,254.80
0.0000.00
0.0000.00

0165                          6005.83 977.7012.00011,732.40
FIXED BEARING EACH12.00011,732.40
0.400391.08
0.0000.00

0166                          6010.22 427.80388.700166,285.86
CLASS 47B-20 CONCRETE FOR BRIDGE m3 388.700166,285.86
161.20068,961.36
0.0000.00

0167                          6010.26 392.10759.400297,760.74
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 759.400297,760.74
24.4809,598.61
24.4809,598.61

0168                          6030.00 83,570.001.00083,570.00
PREPARATION OF BRIDGE EACH1.00083,570.00
AT STA. 86+88.67 0.30025,071.00
0.0000.00

0169                          6071.12 541,890.001.000541,890.00
STEEL SUPERSTRUCTURE LS 1.000541,890.00
AT STA. 86+88.67 0.250135,472.50
0.0000.00

0170                          6100.00 919.902.0001,839.80
FLOOR DRAINS EACH2.0001,839.80
0.0000.00
0.0000.00

0171                          6105.02 23.001,440.00033,120.00
ROCK RIPRAP, TYPE B Mg 1,440.00033,120.00
0.0000.00
0.0000.00

0172                          6131.50 1.10111,365.000122,501.50
EPOXY COATED REINFORCING STEEL kg 111,365.000122,501.50
8,983.0009,881.30
1,494.0001,643.40

0173                          6139.50 29.50175.0005,162.50
SUBSURFACE DRAINAGE MATTING m2 175.0005,162.50
0.0000.00
0.0000.00

0174                          6210.12 54.10634.40034,321.04
HP 250 mm X 62 kg STEEL PILING m 634.40034,321.04
0.0000.00
0.0000.00

0175                          6210.14 63.50361.50022,955.25
HP 310 mm X 79 kg STEEL PILING m 361.50022,955.25
284.53018,067.66
0.0000.00

0176                          6210.42 50.0018.000900.00
HP 250 mm X 62 kg, PILE SPLICES EACH18.000900.00
0.0000.00
0.0000.00

0177                          6210.44 50.003.000150.00
HP 310 mm X 79 kg, PILE SPLICE EACH3.000150.00
1.00050.00
0.0000.00

0178                          6510.55 12,710.001.00012,710.00
TEMPORARY BRIDGE SHORING LS 1.00012,710.00
1.00012,710.00
0.0000.00

0179                          6601.15 22.00216.4004,760.80
38 mm CONDUIT IN BRIDGE m 216.4004,760.80
0.0000.00
0.0000.00

0180                          6990.03 10,620.002.00021,240.00
TEMPORARY EACH2.00021,240.00
TRAIL COVER 0.0000.00
0.0000.00

0181                          8091.00 48.40300.00014,520.00
GRANULAR BACKFILL m3 300.00014,520.00
0.0000.00
0.0000.00

4003                          6210.34 38.100.0000.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING m 20.000762.00
5.620214.12
0.0000.00

GROUP 6 BRIDGE AT STA. 86+88.67Contracted1,625,150.93
Current1,625,912.93
In place359,344.13
This Estimate41,242.01

GROUP 10 GENERAL ITEMS
0342                          0010.04 4,570.000.2501,142.50
FIELD OFFICE EACH0.2501,142.50
0.2501,142.50
0.0000.00

0343                          0030.00 108.620691.000108.62
MOBILIZATION LS 1.000108.62
1.000108.62
0.0000.00

0345                          9110.01 106.105.000530.50
RENTAL OF LOADER, FULLY OPERATED HOUR5.000530.50
0.0000.00
0.0000.00

0346                          9110.02 95.302.000190.60
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR2.000190.60
0.0000.00
0.0000.00

0347                          9110.03 62.205.000311.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR5.000311.00
0.0000.00
0.0000.00

0348                          9110.06 84.505.000422.50
RENTAL OF BACKHOE, FULLY OPERATED HOUR5.000422.50
0.0000.00
0.0000.00

0349                          9110.07 84.505.000422.50
RENTAL OF SKID LOADER, FULLY OPERATED HOUR5.000422.50
0.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted3,128.22
Current3,128.22
In place1,251.12
This Estimate0.00

GROUP 6A BRIDGE AT STA. 89+72.125
0182                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
0.0000.00
0.0000.00

0183                          0030.60 40,000.001.00040,000.00
MOBILIZATION LS 1.00040,000.00
0.0000.00
0.0000.00

0184                          3050.15 190.00442.90084,151.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 442.90084,151.00
0.0000.00
0.0000.00

0185                          3051.10 1.0026,490.00026,490.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 26,490.00026,490.00
0.0000.00
0.0000.00

0186                          6000.10 5,350.001.0005,350.00
ABUTMENT NO.1 EXCAVATION LS 1.0005,350.00
0.5002,675.00
0.0000.00

0187                          6000.11 4,550.001.0004,550.00
ABUTMENT NO.2 EXCAVATION LS 1.0004,550.00
0.5002,275.00
0.0000.00

0188                          6000.20 855.901.000855.90
PIER NO.1 EXCAVATION LS 1.000855.90
1.000855.90
0.0000.00

0189                          6005.35 110.5087.7009,690.85
PRECOMPRESSED POLYURETHANE FOAM JOINT m 87.7009,690.85
0.0000.00
0.0000.00

0190                          6005.78 451.2044.00019,852.80
EXPANSION BEARING, TFE TYPE EACH44.00019,852.80
0.0000.00
0.0000.00

0191                          6005.83 354.8012.0004,257.60
FIXED BEARING EACH12.0004,257.60
0.0000.00
0.0000.00

0192                          6010.22 482.10206.00099,312.60
CLASS 47B-20 CONCRETE FOR BRIDGE m3 206.00099,312.60
71.66034,547.29
0.0000.00

0193                          6010.26 460.60550.000253,330.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 550.000253,330.00
0.0000.00
0.0000.00

0194                          6011.11 90,150.001.00090,150.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00090,150.00
AT STA. 89+72.125 0.0000.00
0.0000.00

0195                          6030.00 66,130.001.00066,130.00
PREPARATION OF BRIDGE EACH1.00066,130.00
AT STA. 89+72.125 0.0000.00
0.0000.00

0196                          6107.00 230.8023.0005,308.40
CONCRETE SLOPE PROTECTION m2 23.0005,308.40
0.0000.00
0.0000.00

0197                          6131.50 1.1059,360.00065,296.00
EPOXY COATED REINFORCING STEEL kg 59,360.00065,296.00
4,393.0004,832.30
0.0000.00

0198                          6139.50 34.30114.0003,910.20
SUBSURFACE DRAINAGE MATTING m2 114.0003,910.20
0.0000.00
0.0000.00

0199                          6251.40 467.6064.00029,926.40
ROCK SOCKET m 64.00029,926.40
610 mm 2.134997.86
0.0000.00

0200                          6251.50 458.0037.20017,037.60
DRILLED SHAFT m 37.20017,037.60
610 mm 84.28138,600.70
0.0000.00

0201                          6510.55 9,380.001.0009,380.00
TEMPORARY BRIDGE SHORING LS 1.0009,380.00
0.0000.00
0.0000.00

0202                          6601.15 25.00168.0004,200.00
38 mm CONDUIT IN BRIDGE m 168.0004,200.00
0.0000.00
0.0000.00

0203                          6616.65 1,330.0032.00042,560.00
BEARING DEVICE REPLACEMENT EACH32.00042,560.00
0.0000.00
0.0000.00

0204                          8091.00 49.10260.00012,766.00
GRANULAR BACKFILL m3 260.00012,766.00
0.0000.00
0.0000.00

GROUP 6A BRIDGE AT STA. 89+72.125Contracted895,305.35
Current895,305.35
In place84,784.05
This Estimate0.00

Totals for contractContracted15,694,829.62
Current15,731,761.19
In place3,033,101.31
This Estimate568,521.44