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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:2581
Estimate Number:0023
Pay Period End Date:09.13.2003
Contract Location:
198TH STREET - SKYLINE DRIVE, OMAHAEstimate Type:PROG
Contractor:
HAWKINS CONSTRUCTION COMPANYDate Let:08.01.2002
2512 DEER PARK BLVDDate Awarded:08.05.2002
PO BOX 9008 STA CDate Contract Executed:08.12.2002
Date Notice to Proceed:08.12.2002
OMAHA NE 68109Date Work Began:09.03.2002
Phone:Date Physical Work Completed:
(402)342-1607Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE & MARINE INSURANCE COMPANY
Counties
DOUGLAS
Project Number PCT Fed State Project Number Description
20581 000  0.000 EACNH-STPC/E-6-7(114)  GR CP CULV SEED BR GDRL FENCE ELEC SIGN
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$7,106,127.31$6,297,868.43$808,258.88
$18,217,782.20Stockpiled Materials$363,084.84$242,912.60$120,172.24
Original Contract AmtGross Earnings$7,469,212.15$6,540,781.03$928,431.12
$18,371,814.38Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
39.01%Net Earnings$7,444,212.15$6,515,781.03$928,431.12
Liquidated Damages$.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$7,591.27$6,620.26$971.01
Bituminous Adj$.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$7,591.27$6,620.26$971.01
Payment$7,451,803.42$6,522,401.29$929,402.13
Project ManagerDiv. Head/Dist. Eng.
Weander, Marty09.15.2003Lech, Marvin (Marv)09.15.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve09.15.2003
Controller Div. Processed
Burling, Laurie09.15.2003
Detailed breakdown of stockpiled materials
Est Nbr:0004
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01104002.00 CAST IRON COVER AND FRAME
S.P. Initial Payment476.52116104
CAST IRON COVER & FRAME
S.P. Adjustment-119.13116104
CAST IRON COVER & FRAME
01114003.00 CAST IRON COVER, FRAME, AND FLANGE
S.P. Initial Payment1,522.77116104
CAST IRON COVER, FRAME & FLANGE
01124004.50 CAST IRON GRATE AND FRAME
S.P. Initial Payment22,144.14116104
CAST IRON GRATE & FRAME
01134005.00 CAST IRON RING AND COVER
S.P. Initial Payment230.88116104
CAST IRON RING & COVER
Total for estimate 0004:24,255.18
Est Nbr:0015
Item NbrItem CdItem DescAdj AmtInvoice Nbr
40133075.51 255 mm CONCRETE PAVEMENT, CLASS 47B-25
S.P. Initial Payment87,326.781013565
paving basket material
Total for estimate 0015:87,326.78
Est Nbr:0016
Item NbrItem CdItem DescAdj AmtInvoice Nbr
40208032.04 FOUNDATION COURSE (CRUSHED CONCRETE) 100 mm
S.P. Initial Payment30,712.21100260
Foundation Course (CC) 100mm
Total for estimate 0016:30,712.21
Est Nbr:0018
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00653075.52 255 mm CONCRETE PAVEMENT, CLASS 47B-25
S.P. Initial Payment87,326.781013565
paving basket material
S.P. Initial Payment29,296.351013566
paving basket material
40133075.51 255 mm CONCRETE PAVEMENT, CLASS 47B-25
S.P. Closure-87,326.781013565
paving basket material
Total for estimate 0018:29,296.35
Est Nbr:0021
Item NbrItem CdItem DescAdj AmtInvoice Nbr
0246A004.00 TRAFFIC SIGNAL, TYPE TS-1
S.P. Initial Payment8,874.0035062
Traffic Signal, Type TS-1
0247A004.10 TRAFFIC SIGNAL, TYPE TS-1A
S.P. Initial Payment1,972.0035062
Traffic Signal, Type TS-1A
0248A004.20 TRAFFIC SIGNAL, TYPE TS-1L
S.P. Initial Payment1,680.0035062
Traffic Signal, Type TS-1L
0249A006.15 PEDESTRIAN SIGNAL, TYPE PS-1
S.P. Initial Payment2,328.0035062
Pedestrian Signal, Type PS-1
0250A006.70 PEDESTRIAN PUSHBUTTON, TYPE PPB
S.P. Initial Payment208.0035062
Pedestrian Pushbutton, PPB
0251A006.83 PEDESTAL POLE, TYPE PP-3.7
S.P. Initial Payment546.0035062
Pedestal Pole, Type PP-3.7
0255A007.08 VEHICLE DETECTOR, TYPE TD-3
S.P. Initial Payment286.0035062
Vehicle Detector, Type TD-3
0256A008.76 STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.20
S.P. Initial Payment46.61975413
Union Metal Anchor Bolts
0257A008.89 STREET LIGHTING UNIT, TYPE SL-S-12.2-0.3 & 0.3-0.20
S.P. Initial Payment652.54975413
Union Metal Anchor Bolts
0258A009.16 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20
S.P. Initial Payment2,144.06975413
Union Metal Anchor Bolts
0261A012.05 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
S.P. Initial Payment46.61975413
Union Metal Anchor Bolts
0262A012.60 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
S.P. Initial Payment46.61975413
Union Metal Anchor Bolts
0263A012.95 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
S.P. Initial Payment93.22975413
Union Metal Anchor Bolts
Total for estimate 0021:18,923.65
Est Nbr:0022
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00424095.00 CONCRETE FACE PANELS
S.P. Initial Payment20,107.28201139
Concrete Face Panels
00464350.21 525 mm CORRUGATED METAL PIPE
S.P. Initial Payment7,395.29201128
525mm Corrugated metal pipe
01646005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment5,280.94SC092-137
Expansion Bearing, TFE Type
01656005.83 FIXED BEARING
S.P. Initial Payment5,280.94SC092-137
Fixed Bearing Assemblies
01826005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment5,280.94SC092-137
Expansion Bearing, TFE Type
01836005.83 FIXED BEARING
S.P. Initial Payment5,280.94SC092-137
Fixed Bearing Assemblies
02006005.83 FIXED BEARING
S.P. Initial Payment3,772.10SC092-137
Fixed Bearing Assemblies
02116210.14 HP 310 mm X 79 kg STEEL PILING
S.P. Initial Payment7,394.64201128
525mm CMP
S.P. Adjustment-7,394.64201128
525mm CMP
Total for estimate 0022:52,398.43
Est Nbr:0023
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00424095.00 CONCRETE FACE PANELS
S.P. Initial Payment42,590.19201155
Concrete Face Panels
00464350.21 525 mm CORRUGATED METAL PIPE
S.P. Adjustment-7,395.29201128
525mm Corrugated metal pipe
00653075.52 255 mm CONCRETE PAVEMENT, CLASS 47B-25
S.P. Initial Payment41,738.551013567
paving basket material
S.P. Initial Payment28,733.391013569
paving basket material
S.P. Initial Payment14,648.401013568
paving basket material
0255A007.08 VEHICLE DETECTOR, TYPE TD-3
S.P. Adjustment-143.0035062
Vehicle Detector, Type TD-3
Total for estimate 0023:120,172.24
Total remaining for contract:363,084.84
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L001.01 1,734.0010.00017,340.00
SEEDING, TYPE A ha 10.00017,340.00
0.0000.00
0.0000.00

0002                          L006.00 199.3518.0003,588.30
COVER CROP SEEDING ha 18.0003,588.30
1.292257.57
0.0000.00

0003                          L020.00 1.50592.000888.00
EROSION CONTROL m2 592.000888.00
5,974.0008,961.00
0.0000.00

0004                          L020.01 5.1410,933.00056,195.62
EROSION CONTROL, TYPE A m2 10,933.00056,195.62
2,817.00014,479.38
0.0000.00

0005                          L020.08 5.199,711.00050,400.09
EROSION CONTROL, TYPE AA m2 9,711.00050,400.09
3,698.00019,192.62
0.0000.00

0006                          L020.09 9.71659.0006,398.89
EROSION CONTROL, TYPE AAA m2 659.0006,398.89
98.000951.58
0.0000.00

0007                          L020.10 1.596,752.00010,735.68
EROSION CONTROL, TYPE HV m2 6,752.00010,735.68
0.0000.00
0.0000.00

0008                          L021.01 15.74413.0006,500.62
EROSION CHECKS, TYPE A BALE413.0006,500.62
70.0001,101.80
0.0000.00

0009                          L021.06 13.64105.0001,432.20
EROSION CHECKS, TYPE HV BALE105.0001,432.20
0.0000.00
0.0000.00

0010                          L021.11 15.7477.0001,211.98
EROSION CHECKS, TYPE ST-A BALE77.0001,211.98
0.0000.00
0.0000.00

0011                          L021.15 15.7442.000661.08
EROSION CHECKS, TYPE ST-HV BALE42.000661.08
0.0000.00
0.0000.00

0012                          L021.21 16.26469.0007,625.94
EROSION CHECKS, TYPE AA BALE469.0007,625.94
105.0001,707.30
0.0000.00

0013                          L022.11 6.193,822.00023,658.18
FABRIC SILT FENCE-LOW POROSITY m 3,822.00023,658.18
5,302.77032,824.16
49.700307.64

0014                          L022.13 6.82272.0001,855.04
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY m 272.0001,855.04
128.020873.10
0.0000.00

0015                          L022.14 7.34156.8001,150.91
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY m 156.8001,150.91
0.0000.00
0.0000.00

0016                          L022.75 13.12784.00010,286.08
TEMPORARY SILT CHECK m 784.00010,286.08
0.0000.00
0.0000.00

0017                          L032.75 69.2550.0003,462.50
MULCH Mg 50.0003,462.50
17.8301,234.73
0.0000.00

0018                          0030.10 80,146.001.00080,146.00
MOBILIZATION LS 1.00080,146.00
1.00080,146.00
0.0000.00

0019                          1000.00 209.8588.00018,466.80
LARGE TREE REMOVAL EACH88.00018,466.80
74.00015,528.90
0.0000.00

0020                          1009.00 52,461.001.00052,461.00
GENERAL CLEARING AND GRUBBING LS 1.00052,461.00
0.61532,263.52
0.0000.00

0021                          1010.00 3.15566,625.0001,784,868.75
EXCAVATION m3 0.0000.00
0.0000.01
0.0000.00

0022                          1010.01 3.1515,111.00047,599.65
EXCAVATION (ESTABLISHED QUANTITY) m3 15,111.00047,599.65
0.0000.00
0.0000.00

0023                          1010.10 3.15154,889.000487,900.35
EXCAVATION, BORROW m3 0.0000.00
0.0000.00
0.0000.00

0024                          1011.00 2.1014,430.00030,303.00
WATER kL 14,430.00030,303.00
19,578.88641,115.66
4,244.8008,914.08

0025                          1012.00 62.95120.0007,554.00
RIGHT-OF-WAY MARKERS EACH120.0007,554.00
0.0000.00
0.0000.00

0026                          1101.25 8.2055.900458.38
SAWING PAVEMENT m 55.900458.38
372.4543,054.12
0.0000.00

0027                          1102.00 3.5126,854.00094,257.54
REMOVE ASPHALT SURFACE m2 26,854.00094,257.54
3,877.15013,608.80
0.0000.00

0028                          1122.01 2.09304.000635.36
REMOVE CONCRETE MEDIAN SURFACING m2 304.000635.36
0.0000.00
0.0000.00

0029                          1124.00 105.001.000105.00
REMOVE BUILDING EACH1.000105.00
AT STA. 287+25.3 LT. 0.0000.00
0.0000.00

0030                          1124.01 105.001.000105.00
REMOVE BUILDING EACH1.000105.00
AT STA. 287+49.3 LT. 1.000105.00
0.0000.00

0031                          1124.02 105.001.000105.00
REMOVE BUILDING EACH1.000105.00
AT STA. 287+51.7 LT. 1.000105.00
0.0000.00

0032                          1124.03 105.001.000105.00
REMOVE BUILDING EACH1.000105.00
AT STA. 287+63 LT. 1.000105.00
0.0000.00

0033                          1124.04 105.001.000105.00
REMOVE BUILDING EACH1.000105.00
AT STA. 287+72.4 LT. 1.000105.00
0.0000.00

0034                          1124.05 105.001.000105.00
REMOVE BUILDING EACH1.000105.00
AT STA. 287+92.4 LT. 1.000105.00
0.0000.00

0035                          1125.00 1,574.001.0001,574.00
CLEAR TRACT EACH1.0001,574.00
AT STA. 287+20 TO STA. 288+05 LT. 0.0000.00
0.0000.00

0036                          1125.01 1,049.001.0001,049.00
CLEAR TRACT EACH1.0001,049.00
AT STA. 294+86.93 TO STA. 296+39.37 LT. 1.0001,049.00
0.0000.00

0037                          1125.02 839.001.000839.00
CLEAR TRACT EACH1.000839.00
AT STA. 297+90.44 TO STA. 298+75.97 LT. 0.0000.00
0.0000.00

0038                          1128.50 2.61871.0002,273.31
REMOVE SLAB m2 871.0002,273.31
809.0002,111.49
0.0000.00

0039                          3275.20 5.1065,591.000334,514.10
CRUSH CONCRETE PAVEMENT m2 65,591.000334,514.10
36,129.492184,260.40
972.9404,961.99

0040                          7017.00 5.25202.9001,065.23
REMOVE GUARDRAIL m 202.9001,065.23
227.5001,194.38
0.0000.00

4001                          1136.10 3,034.470.0000.00
REMOVE LS 1.0003,034.47
Removal of Debris sta 296+50 1.0003,034.47
0.0000.00

4002                          1089.99 525.000.0000.00
ABANDON WELLS EACH1.000525.00
1.000525.00
0.0000.00

4007                          1010.01 3.150.0000.00
EXCAVATION (ESTABLISHED QUANTITY) m3 104,263.000328,428.45
132,681.934417,948.09
38,304.000120,657.60

4009                          1010.01 3.150.0000.00
EXCAVATION (ESTABLISHED QUANTITY) m3 154,889.000487,900.35
92,224.000290,505.60
10,753.00033,871.95

4010                          1010.01 3.150.0000.00
EXCAVATION (ESTABLISHED QUANTITY) m3 462,362.0001,456,440.30
444,953.4661,401,603.42
40,657.000128,069.55

4011                          2011.00 17.540.0000.00
CRUSHED ROCK FOR TEMPORARY SURFACING Mg 29.330514.45
0.0000.00
0.0000.00

4017                          1136.03 1,718.400.0000.00
REMOVE EACH1.0001,718.40
REMOVE FENCE AT STA. 296+41 TO 297+28 LT 1.0001,718.40
0.0000.00

4018                          1136.03 281.600.0000.00
REMOVE EACH1.000281.60
REMOVE FENCE AT STA 296+41 TO 297+28 LT 1.000281.60
0.0000.00

4021                          7308.10 1,608.390.0000.00
REMOVE SIGN EACH1.0001,608.39
Removal of Advertising Sign 1.0001,608.39
0.0000.00

4029                          1136.09 3.440.0000.00
REMOVE m 1,000.0003,440.00
1,027.8503,535.80
0.0000.00

4030                          1136.09 3.440.0000.00
REMOVE m 200.000688.00
0.0000.00
0.0000.00

4031                          6415.01 1,720.640.0000.00
DRAINAGE SYSTEM EACH1.0001,720.64
1.0001,720.64
0.0000.00

4032                          7107.22 1,040.870.0000.00
REMOVE GATE EACH1.0001,040.87
1.0001,040.87
0.0000.00

GROUP 1 GRADINGContracted3,149,986.58
Current3,164,558.40
In place2,579,962.80
This Estimate296,782.81

GROUP 1A MSE WALLS
0041                          0030.10 49,294.001.00049,294.00
MOBILIZATION LS 1.00049,294.00
0.40620,047.72
0.0000.00

0042                          4095.00 173.986,720.0001,169,145.60
CONCRETE FACE PANELS m2 6,720.0001,169,145.60
273.00047,496.54
0.0000.00

0043                          4095.10 39.871,154.90046,045.86
CONCRETE LEVELING PADS m 1,154.90046,045.86
256.35010,220.67
197.4507,872.33

0044                          4095.20 133.001,157.200153,907.60
COPING m 1,157.200153,907.60
59.7007,940.10
59.7007,940.10

0045                          4350.18 45.12226.00010,197.12
450 mm CORRUGATED METAL PIPE m 226.00010,197.12
0.0000.00
0.0000.00

0046                          4350.21 52.04183.0009,523.32
525 mm CORRUGATED METAL PIPE m 183.0009,523.32
183.0009,523.32
109.0005,672.36

0047                          8024.75 14.6429,959.000438,599.76
SELECT GRANULAR BACKFILL FOR MSE WALL m3 29,959.000438,599.76
1,024.00014,991.36
0.0000.00

GROUP 1A MSE WALLSContracted1,876,713.26
Current1,876,713.26
In place110,219.71
This Estimate21,484.79

GROUP 1B RETAINING WALL
0048                          0030.10 29,176.001.00029,176.00
MOBILIZATION LS 0.0000.00
0.0000.00
0.0000.00

0049                          4095.20 274.55131.00035,966.05
COPING m 0.0000.00
0.0000.00
0.0000.00

0050                          6310.00 380.632,017.000767,730.71
STEEL SHEET PILING m2 0.0000.00
0.0000.00
0.0000.00

4034                          L020.10 1.590.0000.00
EROSION CONTROL, TYPE "HV" m2 381.000605.79
0.0000.00
0.0000.00

4035                          4095.00 173.980.0000.00
CONCRETE FACE PANEL m2 580.460100,988.43
0.0000.00
0.0000.00

4036                          4095.20 133.000.0000.00
COPING m 131.26017,457.58
0.0000.00
0.0000.00

4037                          8024.75 14.640.0000.00
SELECT GRANULAR BACKFILL FOR MECHANICALLY STABILIZED EARTHWALL m3 2,589.00037,902.96
0.0000.00
0.0000.00

4038                          0030.10 15,214.281.00015,214.28
MOBILIZATION LS 2.00030,428.56
0.0000.00
0.0000.00

4039                          4976.05 156,074.150.0000.00
ADDITIONAL WORK LS 1.000156,074.15
0.0000.00
0.0000.00

4040                          4095.10 39.870.0000.00
CONCRETE LEVELING PAD m 130.2505,193.07
0.0000.00
0.0000.00

4041                          4976.10 249,718.250.0000.00
MODIFICATION LS 1.000249,718.25
V.E.P. For Change From Sheet Pile Wall To Retained Earth Wall 0.0000.00
0.0000.00

GROUP 1B RETAINING WALLContracted832,872.76
Current583,154.51
In place0.00
This Estimate0.00

GROUP 3 CONCRETE PAVEMENT
0051                          A069.15 12.07786.5509,493.66
38 mm CONDUIT IN MEDIAN BARRIER m 786.5509,493.66
0.0000.00
0.0000.00

0052                          0030.30 676,026.001.000676,026.00
MOBILIZATION LS 1.000676,026.00
1.000676,026.00
0.0000.00

0053                          1020.01 21.009.000189.00
DELINEATOR, TYPE I EACH9.000189.00
74.0001,554.00
0.0000.00

0054                          1020.02 23.009.000207.00
DELINEATOR, TYPE II EACH9.000207.00
0.0000.00
0.0000.00

0055                          1020.03 25.1823.000579.14
DELINEATOR, TYPE III EACH23.000579.14
68.0001,712.24
0.0000.00

0056                          1020.06 20.98342.0007,175.16
FLEXIBLE POST DELINEATOR EACH342.0007,175.16
0.0000.00
0.0000.00

0057                          1020.20 31.4812.000377.76
INSTALL CHEVRONS EACH12.000377.76
7.000220.36
0.0000.00

0058                          3013.13 85.86888.66576,300.78
CONCRETE CLASS 47BD-30 BARRIER CURB m 888.66576,300.78
0.0000.00
0.0000.00

0059                          3013.25 667.004.0002,668.00
CONCRETE CLASS 47BD-30 BARRIER TERMINAL SECTION EACH4.0002,668.00
0.0000.00
0.0000.00

0060                          3016.21 25.10170.0004,267.00
CONCRETE CLASS 47B-20 SIDEWALKS m2 170.0004,267.00
0.0000.00
0.0000.00

0061                          3017.40 25.602,649.00067,814.40
CONCRETE CLASS 47B-20 MEDIAN SURFACING m2 2,649.00067,814.40
0.0000.00
0.0000.00

0062                          3025.00 113.53786.55089,297.02
CONCRETE CLASS 47BD-30 MEDIAN BARRIER m 786.55089,297.02
0.0000.00
0.0000.00

0063                          3075.32 24.681,179.00029,097.72
205 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 1,179.00029,097.72
0.0000.00
0.0000.00

0064                          3075.46 27.3521,998.000601,645.30
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 21,998.000601,645.30
9,595.241262,429.84
2,099.88057,431.72

0065                          3075.52 32.172,266.00072,897.22
255 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 0.0000.00
0.0000.00
0.0000.00

0066                          3075.56 29.8792,061.0002,749,862.07
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 84,023.0002,509,767.01
27,068.260808,528.96
4,286.960128,051.50

0067                          3300.50 36,732.001.00036,732.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING LS 1.00036,732.00
0.0000.00
0.0000.00

0068                          3300.65 78.5159.0004,632.09
CONCRETE PAVEMENT THICKNESS CORE EACH59.0004,632.09
4.000314.04
0.0000.00

0069                          4024.70 1,344.002.0002,688.00
CONCRETE FLUME, TYPE I EACH2.0002,688.00
0.0000.00
0.0000.00

0070                          4763.26 68.007.000476.00
UNDERDRAIN HEADWALL EACH7.000476.00
0.0000.00
0.0000.00

0071                          4764.34 7.7340.000309.20
100 mm NONPERFORATED PIPE UNDERDRAIN m 40.000309.20
0.0000.00
0.0000.00

0072                          4764.35 10.582,014.00021,308.12
100 mm PERFORATED PIPE UNDERDRAIN m 2,014.00021,308.12
346.0003,660.68
165.0001,745.70

0073                          4900.56 317.003.000951.00
ADJUST EACH3.000951.00
MONITORING WELL TO GRADE 0.0000.00
0.0000.00

0074                          7550.03 1.7812,000.00021,360.00
100 mm YELLOW EPOXY PAVEMENT MARKING m 12,000.00021,360.00
0.0000.00
0.0000.00

0075                          7550.04 1.7815,000.00026,700.00
100 mm WHITE EPOXY PAVEMENT MARKING m 15,000.00026,700.00
0.0000.00
0.0000.00

0076                          7550.12 6.30600.0003,780.00
300 mm WHITE EPOXY PAVEMENT MARKING m 600.0003,780.00
0.0000.00
0.0000.00

0077                          8029.10 5.67109,949.000623,410.83
AGGREGATE FOUNDATION COURSE-D 100 mm m2 0.0000.00
0.0000.00
0.0000.00

0078                          8029.84 3.3814,355.00048,519.90
BITUMINOUS FOUNDATION COURSE 100 mm m2 14,355.00048,519.90
26,516.18689,624.71
1,933.4566,535.08

0079                          8032.04 2.1414,355.00030,719.70
CRUSHED CONCRETE FOUNDATION COURSE 100 mm m2 2,355.0005,039.70
2,099.8804,493.74
2,099.8804,493.74

0080                          8060.05 40.57105.0004,259.85
GRANULAR SUBDRAIN EACH105.0004,259.85
0.0000.00
0.0000.00

0081                          9005.23 23.296,090.000141,836.10
ASPHALTIC CONCRETE, TYPE SPS Mg 6,090.000141,836.10
2,067.84048,159.99
647.42015,078.41

0082                          9005.45 30.2219,290.000582,943.80
ASPHALTIC CONCRETE, TYPE SP4(12.5) Mg 19,290.000582,943.80
11,359.840343,294.35
2,371.87071,677.91

0083                          9021.03 212.99328.86070,043.89
PERFORMANCE GRADED BINDER (58-28) Mg 328.86070,043.89
59.04012,574.93
0.0000.00

0084                          9021.08 267.811,041.660278,966.96
PERFORMANCE GRADED BINDER (64-28) Mg 1,041.660278,966.96
297.53079,681.52
0.0000.00

0085                          9053.00 0.2323,590.0005,425.70
TACK COAT L 23,590.0005,425.70
5,867.3801,349.49
757.080174.13

0086                          9111.00 1.983,106.0006,149.88
WATER kL 3,106.0006,149.88
0.0000.00
0.0000.00

0087                          9140.00 120.66142.41517,183.79
JOINT SEALING - ASPHALT TO CONCRETE StaM142.41517,183.79
16.5802,000.54
0.0000.00

0088                          9170.00 314.77239.97375,536.30
EARTH SHOULDER CONSTRUCTION StaM239.97375,536.30
45.20014,227.61
0.0000.00

0089                          9173.20 1.27175,473.000222,850.71
SUBGRADE PREPARATION m2 175,473.000222,850.71
67,680.49085,954.21
16,781.42421,312.41

0090                          9179.34 2.1364,411.000137,195.43
COLD MILLING, CLASS 4 m2 64,411.000137,195.43
46,662.66999,391.49
0.0000.00

0091                          9179.54 4.098,043.00032,895.87
COLD MILLING, CLASS 4 m2 8,043.00032,895.87
TYPE A 3,683.89015,067.11
0.0000.00

0092                          9185.77 97.1885.9308,350.68
RUMBLE STRIPS, CONCRETE StaM85.9308,350.68
0.0000.00
0.0000.00

0093                          9188.50 17.20280.0004,816.00
SURFACING UNDER GUARDRAIL m2 280.0004,816.00
0.0000.00
0.0000.00

4012                          3970.05 8,072.240.0000.00
REPAIR LS 1.0008,072.24
REPAIR 204TH STREET CROSSOVER ALIGNMENT 0.0000.00
0.0000.00

4013                          3075.51 30.240.0000.00
255 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 1,523.00046,055.52
255 MM CONCRETE PAVEMENT, CLASS 47B-25 0.0000.00
0.0000.00

4014                          3075.51 30.240.0000.00
255 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 8,781.000265,537.44
255 MM CONCRETE PAVEMENT, 47B-25 0.0000.00
0.0000.00

4019                          8032.04 5.510.0000.00
FOUNDATION COURSE (CRUSHED CONCRETE) 100 mm m2 101,035.000556,702.85
10,179.37756,088.37
2,606.89614,364.00

4020                          8032.04 5.510.0000.00
FOUNDATION COURSE (CRUSHED CONCRETE) 100 mm m2 8,914.00049,116.14
0.0000.00
0.0000.00

4044                          A110.02 27,575.540.0000.00
REPAIR LS 1.00027,575.54
1.00027,575.54
1.00027,575.54

4045                          A110.03 9,211.900.0000.00
REPAIR EACH1.0009,211.90
1.0009,211.90
1.0009,211.90

4047                          8032.04 2.140.0000.00
FOUNDATION COURSE (CRUSHED CONCRETE) 100 mm m2 12,000.00025,680.00
5,711.96012,223.59
5,711.96012,223.59

GROUP 3 CONCRETE PAVEMENTContracted6,797,939.04
Current6,823,807.56
In place2,655,365.21
This Estimate369,875.63

GROUP 4 CULVERTS
0094                          P120.18 91.001.200109.20
450 mm CULVERT PIPE, TYPE 2 m 1.200109.20
0.0000.00
0.0000.00

0095                          P120.30 117.006.000702.00
750 mm CULVERT PIPE, TYPE 2 m 6.000702.00
13.4201,570.14
0.0000.00

0096                          P120.54 453.001.200543.60
1350 mm CULVERT PIPE, TYPE 2 m 1.200543.60
0.0000.00
0.0000.00

0097                          P200.54 435.65246.500107,387.73
1350 mm CULVERT PIPE, TYPE 2 OR 5 m 246.500107,387.73
243.600106,124.34
0.0000.00

0098                          P200.60 425.18153.50065,265.13
1500 mm CULVERT PIPE, TYPE 2 OR 5 m 153.50065,265.13
155.02065,911.40
0.0000.00

0099                          P400.18 59.1133.0001,950.63
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 33.0001,950.63
33.0001,950.63
0.0000.00

0100                          P400.24 76.6088.5006,779.10
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 88.5006,779.10
88.7416,797.56
0.0000.00

0101                          P400.30 145.8751.0007,439.37
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 51.0007,439.37
51.0007,439.37
0.0000.00

0102                          P700.15 50.8048.6002,468.88
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 48.6002,468.88
0.0000.00
0.0000.00

0103                          P700.18 58.76989.00058,113.64
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 989.00058,113.64
779.32045,792.83
31.0001,821.56

0104                          P700.24 97.12177.00017,190.24
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 177.00017,190.24
24.4002,369.73
0.0000.00

0105                          P700.30 100.60176.10017,715.66
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 176.10017,715.66
176.10017,715.66
0.0000.00

0106                          P702.54 251.59103.70026,089.88
1350 mm STORM SEWER PIPE, TYPE 1 m 103.70026,089.88
61.00015,346.99
0.0000.00

0107                          0030.40 135,433.001.000135,433.00
MOBILIZATION LS 1.000135,433.00
1.000135,433.00
0.0000.00

0108                          1043.50 0.9113,194.00012,006.54
RIPRAP FILTER FABRIC m2 13,194.00012,006.54
5,754.0005,236.14
0.0000.00

0109                          1119.00 95.008.000760.00
REMOVE INLET EACH8.000760.00
6.000570.00
2.000190.00

0110                          4002.00 2.19228.000499.32
CAST IRON COVER AND FRAME kg 228.000499.32
57.000124.83
0.0000.00

0111                          4003.00 2.03789.0001,601.67
CAST IRON COVER, FRAME, AND FLANGE kg 789.0001,601.67
0.0000.00
0.0000.00

0112                          4004.50 2.519,256.00023,232.56
CAST IRON GRATE AND FRAME kg 9,256.00023,232.56
0.0000.00
0.0000.00

0113                          4005.00 1.55156.000241.80
CAST IRON RING AND COVER kg 156.000241.80
0.0000.00
0.0000.00

0114                          4012.04 204.001.000204.00
INLET EACH1.000204.00
MARKER 0.0000.00
0.0000.00

0115                          4016.00 4,204.001.0004,204.00
MANHOLE EACH1.0004,204.00
AT STA. 302+23.26 RT. 0.0000.00
0.0000.00

0116                          4016.01 1,951.001.0001,951.00
MANHOLE EACH1.0001,951.00
AT STA. 304+88.5 LT. 1.0001,951.00
0.0000.00

0117                          4016.02 4,252.001.0004,252.00
MANHOLE EACH1.0004,252.00
AT STA. 2210+97 LT. 1.0004,252.00
0.0000.00

0118                          4016.03 3,562.001.0003,562.00
MANHOLE EACH1.0003,562.00
AT STA. 2211+98.67 LT. 0.0000.00
0.0000.00

0119                          4035.00 69.009.000621.00
REMOVE FLARED-END SECTION EACH9.000621.00
5.000345.00
2.000138.00

0120                          4035.25 197.001.000197.00
REMOVE AND SALVAGE FLARED-END SECTION EACH1.000197.00
3.000591.00
0.0000.00

0121                          4040.00 127.0010.0001,270.00
REMOVE HEADWALLS FROM CULVERTS EACH10.0001,270.00
6.000762.00
0.0000.00

0122                          4041.00 492.001.000492.00
CULVERT CLEANOUT EACH1.000492.00
AT STA. 281+09.5 1.000492.00
0.0000.00

0123                          4044.00 692.001.000692.00
PREPARATION OF STRUCTURE EACH1.000692.00
AT STA. 281+09.5 0.0000.00
0.0000.00

0124                          4044.01 2,467.001.0002,467.00
PREPARATION OF STRUCTURE EACH1.0002,467.00
AT STA. 284+40.55 0.0000.00
0.0000.00

0125                          4044.02 692.001.000692.00
PREPARATION OF STRUCTURE EACH1.000692.00
AT STA. 2202+84 1.000692.00
0.0000.00

0126                          4045.00 11,818.001.00011,818.00
REMOVE STRUCTURE EACH1.00011,818.00
AT STA. 288+30.945 1.00011,818.00
1.00011,818.00

0127                          4045.01 12,072.001.00012,072.00
REMOVE STRUCTURE EACH1.00012,072.00
AT STA. 308+65.23 0.0000.00
0.0000.00

0128                          4045.02 4,702.001.0004,702.00
REMOVE STRUCTURE EACH1.0004,702.00
AT STA. 311+88.424 0.0000.00
0.0000.00

0129                          4050.01 0.537,615.0004,035.95
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 7,615.0004,035.95
6,879.6053,646.19
145.00076.85

0130                          4051.01 13.2211,227.000148,420.94
EXCAVATION FOR BOX CULVERTS m3 11,227.000148,420.94
6,111.00080,787.42
1,986.00026,254.92

0131                          4101.06 261.282,020.470527,908.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 2,020.470527,908.40
1,579.840412,780.86
0.0000.00

0132                          4105.59 616.2063.52039,141.02
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 63.52039,141.02
15.3009,427.86
1.050647.01

0133                          4107.07 177.008.8201,561.14
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 8.8201,561.14
12.6502,239.05
0.0000.00

0134                          4130.06 679.380.08054.35
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG m3 0.08054.35
0.03020.38
0.0000.00

0135                          4151.00 1.13119,885.000135,470.05
REINFORCING STEEL FOR BOX CULVERT kg 119,885.000135,470.05
87,899.75099,326.72
0.0000.00

0136                          4155.50 0.472,478.0001,164.66
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 2,478.0001,164.66
575.000270.25
47.00022.09

0137                          4157.00 0.47187.00087.89
REINFORCING STEEL FOR COLLARS kg 187.00087.89
288.320135.51
0.0000.00

0138                          4310.18 248.4926.0006,460.74
450 mm FLARED-END SECTION EACH26.0006,460.74
27.0006,709.23
1.000248.49

0139                          4310.24 272.008.0002,176.00
600 mm FLARED-END SECTION EACH8.0002,176.00
6.0001,632.00
0.0000.00

0140                          4310.30 309.003.000927.00
750 mm FLARED-END SECTION EACH3.000927.00
3.000927.00
0.0000.00

0141                          4310.54 767.001.000767.00
1350 mm FLARED-END SECTION EACH1.000767.00
1.000767.00
0.0000.00

0142                          4310.60 905.005.0004,525.00
1500 mm FLARED-END SECTION EACH5.0004,525.00
5.0004,525.00
0.0000.00

0143                          4461.30 309.001.000309.00
INSTALL 750 mm CONCRETE FLARED-END SECTION EACH1.000309.00
0.0000.00
0.0000.00

0144                          4670.05 22.60935.60021,144.56
CULVERT SANDFILL m3 935.60021,144.56
0.0000.00
0.0000.00

0145                          4900.24 1,713.4115.00025,701.15
AREA INLET SEDIMENT FILTER EACH15.00025,701.15
6.00010,280.46
0.0000.00

0146                          6104.00 3.68280.0001,030.40
BROKEN CONCRETE RIPRAP Mg 280.0001,030.40
0.0000.00
0.0000.00

0147                          6105.01 19.006,173.000117,287.00
ROCK RIPRAP, TYPE A Mg 6,173.000117,287.00
0.0000.00
0.0000.00

0148                          6105.02 19.008,542.000162,298.00
ROCK RIPRAP, TYPE B Mg 8,542.000162,298.00
6,502.000123,538.00
0.0000.00

0149                          6105.03 21.031,005.00021,135.15
ROCK RIPRAP, TYPE C Mg 1,005.00021,135.15
1,005.00021,135.15
0.0000.00

4004                          1130.00 2,715.000.0000.00
REMOVE UNDERGROUND TANK EACH2.0005,430.00
2.0005,430.00
0.0000.00

4005                          4015.09 298.750.0000.00
ADJUSTING MANHOLE TO GRADE EACH1.000298.75
0.0000.00
0.0000.00

4022                          4900.55 24,725.280.0000.00
INSTALL EACH1.00024,725.28
1.00024,725.28
0.0000.00

4027                          4017.00 1,020.000.0000.00
TAPPING EXISTING MANHOLE EACH1.0001,020.00
1.0001,020.00
0.0000.00

4028                          4350.12 106.820.0000.00
300 mm CORRUGATED METAL PIPE m 30.4803,255.87
30.4803,255.87
0.0000.00

4033                          4999.05 5,899.980.0000.00
BUILD DETENTION CELL LS 1.0005,899.98
1.0005,899.98
0.0000.00

4043                          1119.05 1,613.930.0000.00
REMOVE AREA INLET EACH1.0001,613.93
1.0001,613.93
1.0001,613.93

6001                          4051.12 26.130.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT m3 10.000261.30
243.6306,366.05
0.0000.00

GROUP 4 CULVERTSContracted1,756,331.35
Current1,798,836.47
In place1,259,744.81
This Estimate42,830.85

GROUP 5 SEEDING
0150                          L001.01 1,734.005.0008,670.00
SEEDING, TYPE A ha 5.0008,670.00
0.241417.89
0.0000.00

0151                          L001.02 849.005.0004,245.00
SEEDING, TYPE B ha 5.0004,245.00
0.191162.16
0.0000.00

0152                          L020.01 5.1417,811.00091,548.54
EROSION CONTROL, TYPE A m2 17,811.00091,548.54
0.0000.00
0.0000.00

0153                          L020.07 3.671,594.0005,849.98
EROSION CONTROL, TYPE B-1 m2 1,594.0005,849.98
1,060.0003,890.20
0.0000.00

0154                          L022.00 2.31187.900434.05
FABRIC SILT CHECKS m 187.900434.05
0.0000.00
0.0000.00

0155                          L032.75 69.2550.0003,462.50
MULCH Mg 50.0003,462.50
0.0000.00
0.0000.00

0156                          0030.50 1.001.0001.00
MOBILIZATION LS 1.0001.00
0.0000.00
0.0000.00

4046                          L010.00 5.720.0000.00
SODDING m2 710.4684,063.88
710.4684,063.88
710.4684,063.88

GROUP 5 SEEDINGContracted114,211.07
Current118,274.95
In place8,534.13
This Estimate4,063.88

GROUP 6 BRIDGE AT STA. 302+93.714
0157                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
0.0000.00
0.0000.00

0158                          0030.60 85,944.001.00085,944.00
MOBILIZATION LS 1.00085,944.00
0.0000.00
0.0000.00

0159                          3050.15 231.89187.40043,456.19
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 187.40043,456.19
0.0000.00
0.0000.00

0160                          3051.10 1.2416,286.50020,195.26
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 16,286.50020,195.26
0.0000.00
0.0000.00

0161                          6000.20 3,492.001.0003,492.00
PIER NO.1 EXCAVATION LS 1.0003,492.00
0.0000.00
0.0000.00

0162                          6000.21 3,492.001.0003,492.00
PIER NO.2 EXCAVATION LS 1.0003,492.00
0.0000.00
0.0000.00

0163                          6005.35 99.0435.4003,506.02
PRECOMPRESSED POLYURETHANE FOAM JOINT m 35.4003,506.02
0.0000.00
0.0000.00

0164                          6005.78 994.007.0006,958.00
EXPANSION BEARING, TFE TYPE EACH7.0006,958.00
0.0000.00
0.0000.00

0165                          6005.83 892.007.0006,244.00
FIXED BEARING EACH7.0006,244.00
0.0000.00
0.0000.00

0166                          6010.22 307.84245.40075,543.94
CLASS 47B-20 CONCRETE FOR BRIDGE m3 245.40075,543.94
0.0000.00
0.0000.00

0167                          6010.28 314.83310.80097,849.16
CLASS 47BD-35 CONCRETE FOR BRIDGE m3 310.80097,849.16
0.0000.00
0.0000.00

0168                          6011.12 344,353.001.000344,353.00
PRECAST-PRESTRESSED/POST-TENSIONED CONCRETE SUPERSTRUCTUREAT STATION LS 1.000344,353.00
302+93.714 0.0000.00
0.0000.00

0169                          6040.00 28,342.001.00028,342.00
REMOVE STRUCTURE EACH1.00028,342.00
AT STA. 302+93.714 0.0000.00
0.0000.00

0170                          6095.00 987.4012.00011,848.80
STEEL DIAPHRAGM EACH12.00011,848.80
0.0000.00
0.0000.00

0171                          6131.50 1.2452,536.00065,144.64
EPOXY COATED REINFORCING STEEL kg 52,536.00065,144.64
0.0000.00
0.0000.00

0172                          6210.12 44.541,328.50059,171.39
HP 250 mm X 62 kg STEEL PILING m 1,328.50059,171.39
0.0000.00
0.0000.00

0173                          6601.15 13.1264.800850.18
38 mm CONDUIT IN BRIDGE m 64.800850.18
0.0000.00
0.0000.00

0174                          6614.10 4,178.002.0008,356.00
TEMPORARY SUPPORTS EACH2.0008,356.00
0.0000.00
0.0000.00

GROUP 6 BRIDGE AT STA. 302+93.714Contracted865,546.57
Current865,546.57
In place0.00
This Estimate0.00

GROUP 6A BRIDGE AT STA. 302+93.714
0175                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
0.0000.00
0.0000.00

0176                          0030.60 82,984.001.00082,984.00
MOBILIZATION LS 1.00082,984.00
0.0000.00
0.0000.00

0177                          3050.15 231.89187.40043,456.19
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 187.40043,456.19
0.0000.00
0.0000.00

0178                          3051.10 1.2416,286.50020,195.26
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 16,286.50020,195.26
0.0000.00
0.0000.00

0179                          6000.20 3,492.001.0003,492.00
PIER NO.1 EXCAVATION LS 1.0003,492.00
0.0000.00
0.0000.00

0180                          6000.21 3,492.001.0003,492.00
PIER NO.2 EXCAVATION LS 1.0003,492.00
0.0000.00
0.0000.00

0181                          6005.35 99.0435.4003,506.02
PRECOMPRESSED POLYURETHANE FOAM JOINT m 35.4003,506.02
0.0000.00
0.0000.00

0182                          6005.78 994.007.0006,958.00
EXPANSION BEARING, TFE TYPE EACH7.0006,958.00
0.0000.00
0.0000.00

0183                          6005.83 892.007.0006,244.00
FIXED BEARING EACH7.0006,244.00
0.0000.00
0.0000.00

0184                          6010.22 307.82245.40075,539.03
CLASS 47B-20 CONCRETE FOR BRIDGE m3 245.40075,539.03
0.0000.00
0.0000.00

0185                          6010.28 317.48310.80098,672.78
CLASS 47BD-35 CONCRETE FOR BRIDGE m3 310.80098,672.78
0.0000.00
0.0000.00

0186                          6011.12 344,352.001.000344,352.00
PRECAST-PRESTRESSED/POST-TENSIONED CONCRETE SUPERSTRUCTUREAT STATION LS 1.000344,352.00
302+93.714 0.0000.00
0.0000.00

0187                          6095.00 987.4012.00011,848.80
STEEL DIAPHRAGM EACH12.00011,848.80
0.0000.00
0.0000.00

0188                          6131.50 1.2452,536.00065,144.64
EPOXY COATED REINFORCING STEEL kg 52,536.00065,144.64
0.0000.00
0.0000.00

0189                          6210.12 44.541,328.50059,171.39
HP 250 mm X 62 kg STEEL PILING m 1,328.50059,171.39
0.0000.00
0.0000.00

0190                          6601.15 13.12181.5002,381.28
38 mm CONDUIT IN BRIDGE m 181.5002,381.28
0.0000.00
0.0000.00

0191                          6614.10 4,178.002.0008,356.00
TEMPORARY SUPPORTS EACH2.0008,356.00
0.0000.00
0.0000.00

GROUP 6A BRIDGE AT STA. 302+93.714Contracted836,593.38
Current836,593.38
In place0.00
This Estimate0.00

GROUP 6B BRIDGE AT STA. 286+20
0192                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
0.0000.00
0.0000.00

0193                          0030.60 78,610.001.00078,610.00
MOBILIZATION LS 1.00078,610.00
0.0000.00
0.0000.00

0194                          3050.15 184.43174.30032,146.15
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 174.30032,146.15
0.0000.00
0.0000.00

0195                          3051.10 1.249,908.00012,285.92
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 9,908.00012,285.92
0.0000.00
0.0000.00

0196                          6000.10 2,542.001.0002,542.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,542.00
0.0000.00
0.0000.00

0197                          6000.11 2,542.001.0002,542.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,542.00
0.0000.00
0.0000.00

0198                          6000.20 5,995.001.0005,995.00
PIER NO.1 EXCAVATION LS 1.0005,995.00
0.0000.00
0.0000.00

0199                          6005.35 98.9934.5803,423.07
PRECOMPRESSED POLYURETHANE FOAM JOINT m 34.5803,423.07
0.0000.00
0.0000.00

0200                          6005.83 794.005.0003,970.00
FIXED BEARING EACH5.0003,970.00
0.0000.00
0.0000.00

0201                          6008.55 13.871,039.60014,419.25
PLACING, FINISHING, AND CURING TYPE K CONCRETE OVERLAY m2 1,039.60014,419.25
0.0000.00
0.0000.00

0202                          6010.22 299.60216.40064,833.44
CLASS 47B-20 CONCRETE FOR BRIDGE m3 216.40064,833.44
100.10829,992.35
63.82019,120.47

0203                          6010.26 372.1216.8006,251.62
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 16.8006,251.62
0.0000.00
0.0000.00

0204                          6011.25 215,292.001.000215,292.00
NU-DECK PANELS LS 1.000215,292.00
0.0000.00
0.0000.00

0205                          6016.04 281.9567.50019,031.63
CONCRETE FOR OVERLAYS-TYPE K m3 67.50019,031.63
0.0000.00
0.0000.00

0206                          6071.11 209,662.001.000209,662.00
STEEL SUPERSTRUCTURE LS 1.000209,662.00
AT STA. 286+20 0.0000.00
0.0000.00

0207                          6080.00 2.751,073.0002,950.75
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 1,073.0002,950.75
0.0000.00
0.0000.00

0208                          6107.00 76.7438.5002,954.49
CONCRETE SLOPE PROTECTION m2 38.5002,954.49
0.0000.00
0.0000.00

0209                          6131.50 1.4118,656.00026,304.96
EPOXY COATED REINFORCING STEEL kg 18,656.00026,304.96
10,521.72014,835.63
6,707.4809,457.55

0210                          6139.50 12.1874.400906.19
SUBSURFACE DRAINAGE MATTING m2 74.400906.19
0.0000.00
0.0000.00

0211                          6210.14 54.761,449.10079,352.72
HP 310 mm X 79 kg STEEL PILING m 1,449.10079,352.72
874.07047,864.07
446.16024,431.72

0212                          6401.00 98.7069.1656,826.59
PEDESTRIAN BARRIER RAIL m 69.1656,826.59
0.0000.00
0.0000.00

0213                          6404.00 181.3476.85513,936.89
PEDESTRIAN RAILING (CHAIN LINK TYPE) m 76.85513,936.89
0.0000.00
0.0000.00

0214                          6601.15 13.1280.3501,054.19
38 mm CONDUIT IN BRIDGE m 80.3501,054.19
0.0000.00
0.0000.00

0215                          8091.00 11.88200.0002,376.00
GRANULAR BACKFILL m3 200.0002,376.00
0.0000.00
0.0000.00

GROUP 6B BRIDGE AT STA. 286+20Contracted808,466.85
Current808,466.85
In place92,692.05
This Estimate53,009.74

GROUP 7 GUARDRAIL
0216                          0030.70 4,155.001.0004,155.00
MOBILIZATION LS 1.0004,155.00
0.0000.00
0.0000.00

0217                          7011.20 54.04167.6409,059.27
W-BEAM GUARDRAIL m 167.6409,059.27
0.0000.00
0.0000.00

0218                          7011.30 87.0864.7705,640.17
THRIE-BEAM GUARDRAIL m 64.7705,640.17
0.0000.00
0.0000.00

0219                          7019.50 14,762.005.00073,810.00
IMPACT ATTENUATOR EACH5.00073,810.00
0.0000.00
0.0000.00

0220                          7020.00 1,382.004.0005,528.00
BRIDGE APPROACH SECTIONS EACH4.0005,528.00
0.0000.00
0.0000.00

0221                          7022.00 529.002.0001,058.00
END ANCHORAGE ASSEMBLY EACH2.0001,058.00
0.0000.00
0.0000.00

0222                          7022.50 5,250.002.00010,500.00
BULLNOSE-3.8 m EACH2.00010,500.00
0.0000.00
0.0000.00

0223                          7024.25 2,175.004.0008,700.00
GUARDRAIL END TREATMENT, TYPE I EACH4.0008,700.00
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted118,450.44
Current118,450.44
In place0.00
This Estimate0.00

GROUP 7B FENCING
0224                          0030.71 1.001.0001.00
MOBILIZATION LS 1.0001.00
0.0000.00
0.0000.00

0225                          7100.00 7.061,390.0009,813.40
RIGHT-OF-WAY FENCE m 1,390.0009,813.40
0.0000.00
0.0000.00

0226                          7103.00 84.008.000672.00
END POSTS EACH8.000672.00
0.0000.00
0.0000.00

0227                          7104.00 84.008.000672.00
PULL POSTS EACH8.000672.00
0.0000.00
0.0000.00

0228                          7105.00 92.009.000828.00
CORNER POSTS EACH9.000828.00
0.0000.00
0.0000.00

0229                          7106.12 331.002.000662.00
3.7 m VEHICLE GATE EACH2.000662.00
0.0000.00
0.0000.00

0230                          7110.05 19.944,711.00093,937.34
1.5 METER CHAIN-LINK FENCE m 4,711.00093,937.34
0.0000.00
0.0000.00

0231                          7110.08 32.00177.0005,664.00
2.4 METER CHAIN-LINK FENCE m 177.0005,664.00
0.0000.00
0.0000.00

0232                          7115.05 76.0720.0001,521.40
END POST FOR 1.5 METER CHAIN-LINK FENCE EACH20.0001,521.40
0.0000.00
0.0000.00

0233                          7115.08 121.002.000242.00
END POST FOR 2.4 METER CHAIN-LINK FENCE EACH2.000242.00
0.0000.00
0.0000.00

0234                          7116.05 83.9440.0003,357.60
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE EACH40.0003,357.60
0.0000.00
0.0000.00

0235                          7116.08 136.002.000272.00
CORNER POST FOR 2.4 METER CHAIN-LINK FENCE EACH2.000272.00
0.0000.00
0.0000.00

0236                          7117.05 83.9429.0002,434.26
PULL POST FOR 1.5 METER CHAIN-LINK FENCE EACH29.0002,434.26
0.0000.00
0.0000.00

0237                          7117.08 136.001.000136.00
PULL POST FOR 2.4 METER CHAIN-LINK FENCE EACH1.000136.00
0.0000.00
0.0000.00

0238                          7121.03 467.003.0001,401.00
3.7 METER VEHICLE GATE FOR 1.5 METER CHAIN-LINK FENCE EACH3.0001,401.00
0.0000.00
0.0000.00

0239                          7121.20 572.001.000572.00
3.7 METER VEHICLE GATE FOR 2.4 METER CHAIN-LINK FENCE EACH1.000572.00
0.0000.00
0.0000.00

GROUP 7B FENCINGContracted122,186.00
Current122,186.00
In place0.00
This Estimate0.00

GROUP 8B ELECTRICAL
0240                          A001.01 535.1130.00016,053.30
PULL BOX, TYPE PB-1 EACH30.00016,053.30
0.0000.00
0.0000.00

0241                          A001.02 403.9511.0004,443.45
PULL BOX, TYPE PB-1A EACH11.0004,443.45
0.0000.00
0.0000.00

0242                          A001.03 561.003.0001,683.00
PULL BOX, TYPE PB-1B EACH3.0001,683.00
0.0000.00
0.0000.00

0243                          A001.06 672.002.0001,344.00
PULL BOX, TYPE PB-2A EACH2.0001,344.00
0.0000.00
0.0000.00

0244                          A001.12 351.008.0002,808.00
PULL BOX, TYPE PB-5 EACH8.0002,808.00
0.0000.00
0.0000.00

0245                          A001.16 446.008.0003,568.00
PULL BOX, TYPE PB-6 EACH8.0003,568.00
0.0000.00
0.0000.00

0246                          A004.00 755.4418.00013,597.92
TRAFFIC SIGNAL, TYPE TS-1 EACH18.00013,597.92
0.0000.00
0.0000.00

0247                          A004.10 609.004.0002,436.00
TRAFFIC SIGNAL, TYPE TS-1A EACH4.0002,436.00
0.0000.00
0.0000.00

0248                          A004.20 719.004.0002,876.00
TRAFFIC SIGNAL, TYPE TS-1L EACH4.0002,876.00
0.0000.00
0.0000.00

0249                          A006.15 493.008.0003,944.00
PEDESTRIAN SIGNAL, TYPE PS-1 EACH8.0003,944.00
0.0000.00
0.0000.00

0250                          A006.70 115.004.000460.00
PEDESTRIAN PUSHBUTTON, TYPE PPB EACH4.000460.00
0.0000.00
0.0000.00

0251                          A006.83 467.002.000934.00
PEDESTAL POLE, TYPE PP-3.7 EACH2.000934.00
0.0000.00
0.0000.00

0252                          A006.93 152.002.000304.00
VEHICLE DETECTOR, TYPE C PREFORMED EACH2.000304.00
0.0000.00
0.0000.00

0253                          A006.98 131.1532.0004,196.80
VEHICLE DETECTOR, TYPE A PREFORMED EACH32.0004,196.80
8.0001,049.20
8.0001,049.20

0254                          A007.00 136.4041.0005,592.40
VEHICLE DETECTOR, TYPE B PREFORMED EACH41.0005,592.40
15.0002,046.00
13.0001,773.20

0255                          A007.08 420.002.000840.00
VEHICLE DETECTOR, TYPE TD-3 EACH2.000840.00
1.000420.00
1.000420.00

0256                          A008.76 1,894.001.0001,894.00
STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.20 EACH1.0001,894.00
0.0000.00
0.0000.00

0257                          A008.89 2,114.1914.00029,598.66
STREET LIGHTING UNIT, TYPE SL-S-12.2-0.3 & 0.3-0.20 EACH14.00029,598.66
0.0000.00
0.0000.00

0258                          A009.16 1,432.1946.00065,880.74
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20 EACH46.00065,880.74
0.0000.00
0.0000.00

0259                          A010.59 588.006.0003,528.00
UNDERDECK LUMINAIRE, TYPE UD-200 EACH6.0003,528.00
0.0000.00
0.0000.00

0260                          A010.60 588.002.0001,176.00
UNDERDECK LUMINAIRE, TYPE UD-100 EACH2.0001,176.00
0.0000.00
0.0000.00

0261                          A012.05 9,102.001.0009,102.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7 EACH1.0009,102.00
0.0000.00
0.0000.00

0262                          A012.60 9,427.001.0009,427.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-15.5-3.7 EACH1.0009,427.00
0.0000.00
0.0000.00

0263                          A012.95 11,935.002.00023,870.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-20-3.7 EACH2.00023,870.00
0.0000.00
0.0000.00

0264                          A020.30 1,637.0010.00016,370.00
LIGHTING CONTROL CENTER, TYPE R EACH10.00016,370.00
0.0000.00
0.0000.00

0265                          A070.10 7.342,911.00021,366.74
38 mm CONDUIT IN TRENCH m 2,911.00021,366.74
46.000337.64
46.000337.64

0266                          A070.14 7.661,009.0007,728.94
50 mm CONDUIT IN TRENCH m 1,009.0007,728.94
37.700288.78
37.700288.78

0267                          A070.18 13.1226.000341.12
75 mm CONDUIT IN TRENCH m 26.000341.12
0.0000.00
0.0000.00

0268                          A072.10 11.02588.0006,479.76
38 mm CONDUIT UNDER ROADWAY m 588.0006,479.76
288.5003,179.27
251.5002,771.53

0269                          A072.14 13.64172.0002,346.08
50 mm CONDUIT UNDER ROADWAY m 172.0002,346.08
158.0002,155.12
158.0002,155.12

0270                          A072.18 17.84220.0003,924.80
75 mm CONDUIT UNDER ROADWAY m 220.0003,924.80
19.000338.96
0.0000.00

0271                          A077.12 2.26183.000413.58
2/C #14 AWG TRAFFIC SIGNAL CABLE m 183.000413.58
0.0000.00
0.0000.00

0272                          A077.15 2.52758.0001,910.16
5/C #14 AWG TRAFFIC SIGNAL CABLE m 758.0001,910.16
0.0000.00
0.0000.00

0273                          A077.17 4.831,204.0005,815.32
7/C #14 AWG TRAFFIC SIGNAL CABLE m 1,204.0005,815.32
0.0000.00
0.0000.00

0274                          A077.22 5.82183.0001,065.06
12/C #14 AWG TRAFFIC SIGNAL CABLE m 183.0001,065.06
0.0000.00
0.0000.00

0275                          A079.01 2.201,423.0003,130.60
2/C #14 AWG DETECTOR LEAD-IN CABLE m 1,423.0003,130.60
0.0000.00
0.0000.00

0276                          A079.07 2.31484.0001,118.04
OPTICAL DETECTOR CABLE m 484.0001,118.04
0.0000.00
0.0000.00

0277                          A079.50 2.411,363.0003,284.83
GROUNDING CONDUCTOR m 1,363.0003,284.83
0.0000.00
0.0000.00

0278                          A079.55 3.31216.000714.96
SERVICE CABLE m 216.000714.96
0.0000.00
0.0000.00

0279                          A080.22 2.264,530.00010,237.80
STREET LIGHTING CABLE, NO. 6 BARE m 4,530.00010,237.80
0.0000.00
0.0000.00

0280                          A080.24 2.629,060.00023,737.20
STREET LIGHTING CABLE, NO. 6 USE m 9,060.00023,737.20
0.0000.00
0.0000.00

0281                          A500.20 992.002.0001,984.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 EACH2.0001,984.00
0.0000.00
0.0000.00

0282                          A630.03 136.002.000272.00
REMOVE PEDESTAL POLE EACH2.000272.00
0.0000.00
0.0000.00

0283                          A630.20 68.003.000204.00
REMOVE PULL BOX EACH3.000204.00
0.0000.00
0.0000.00

0284                          A700.20 682.0022.00015,004.00
RELOCATE STREET LIGHTING UNIT EACH22.00015,004.00
0.0000.00
0.0000.00

0285                          A780.05 4,596.001.0004,596.00
TEMPORARY LIGHTING SYSTEM EACH1.0004,596.00
AT STA. 305+25 1.0004,596.00
0.0000.00

0286                          A780.10 5,362.001.0005,362.00
CROSSOVER LIGHTING SYSTEM EACH1.0005,362.00
AT STA. 279+88 1.0005,362.00
0.0000.00

0287                          A780.11 5,257.001.0005,257.00
CROSSOVER LIGHTING SYSTEM EACH1.0005,257.00
AT STA. 292+26 1.0005,257.00
0.0000.00

0288                          A800.51 10.231,000.00010,230.00
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM DAY 1,000.00010,230.00
AT STA. 279+88 340.0003,478.20
20.000204.60

0289                          A800.53 10.23735.0007,519.05
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM DAY 735.0007,519.05
AT STA. 292+26 67.000685.41
20.000204.60

0290                          A800.56 10.23660.0006,751.80
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM DAY 660.0006,751.80
AT STA. 305+25 331.0003,386.13
20.000204.60

0291                          A800.70 11.541,020.00011,770.80
MAINTENANCE OF LIGHTING UNITS DAY 1,020.00011,770.80
0.0000.00
0.0000.00

0292                          0003.75 20,182.001.00020,182.00
TEMPORARY TRAFFIC SIGNAL EACH1.00020,182.00
PHASE 2 0.0000.00
0.0000.00

0293                          0003.76 20,670.001.00020,670.00
TEMPORARY TRAFFIC SIGNAL EACH1.00020,670.00
PHASE 3 & 4 0.0000.00
0.0000.00

0294                          0030.81 8,236.001.0008,236.00
MOBILIZATION LS 1.0008,236.00
0.0000.00
0.0000.00

4042                          A780.05 2,976.750.0000.00
TEMPORARY LIGHTING SYSTEM EACH1.0002,976.75
1.0002,976.75
0.0000.00

GROUP 8B ELECTRICALContracted437,580.91
Current440,557.66
In place35,556.46
This Estimate9,409.27

GROUP 8C SIGNING
0295                          A010.08 708.2316.00011,331.68
LUMINAIRE, TYPE HPS-150 EACH16.00011,331.68
0.0000.00
0.0000.00

0296                          0030.82 9,679.001.0009,679.00
MOBILIZATION LS 1.0009,679.00
0.0000.00
0.0000.00

0297                          7312.00 9,852.001.0009,852.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.0009,852.00
3 0.0000.00
0.0000.00

0298                          7312.01 35,464.001.00035,464.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00035,464.00
6 0.0000.00
0.0000.00

0299                          7312.02 38,139.001.00038,139.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00038,139.00
8 0.0000.00
0.0000.00

0300                          7312.03 49,781.001.00049,781.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00049,781.00
10 0.0000.00
0.0000.00

0301                          7312.04 41,277.001.00041,277.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00041,277.00
11 0.0000.00
0.0000.00

0302                          7312.05 38,585.001.00038,585.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00038,585.00
13 0.0000.00
0.0000.00

0303                          7312.06 53,615.001.00053,615.00
OVERHEAD SIGN SUPPORT, LOCATION EACH1.00053,615.00
15 0.0000.00
0.0000.00

0304                          7322.01 139.02204.84028,476.86
TYPE B SIGN m2 204.84028,476.86
0.0000.00
0.0000.00

0305                          7340.00 5.251,661.0008,720.25
STRUCTURAL STEEL FOR SIGN SUPPORTS kg 1,661.0008,720.25
0.0000.00
0.0000.00

0306                          7360.24 309.5218.0005,571.36
600 mm SIGN SUPPORT FOOTING EACH18.0005,571.36
0.0000.00
0.0000.00

GROUP 8C SIGNINGContracted330,492.15
Current330,492.15
In place0.00
This Estimate0.00

GROUP 10 GENERAL ITEMS
0307                          0001.08 0.20120,575.00024,115.00
BARRICADE, TYPE II BDAY120,575.00024,115.00
60,960.00012,192.00
5,142.0001,028.40

0308                          0001.10 1.6724,889.00041,564.63
BARRICADE, TYPE III BDAY24,889.00041,564.63
42,854.00071,566.18
1,836.0003,066.12

0309                          0001.30 0.796,120.0004,834.80
TYPE B HIGH INTENSITY WARNING LIGHT LDAY6,120.0004,834.80
0.0000.00
0.0000.00

0310                          0001.75 6.30360.0002,268.00
TEMPORARY SIGN DAY EACH360.0002,268.00
342.0002,154.60
16.000100.80

0311                          0001.90 0.2176,390.00016,041.90
SIGN DAY EACH76,390.00016,041.90
50,066.00010,513.86
3,329.000699.09

0312                          0002.30 0.5011,600.0005,800.00
PAVEMENT MARKING REMOVAL m 11,600.0005,800.00
20,680.00010,340.00
544.000272.00

0313                          0002.38 0.3117,600.0005,456.00
TEMPORARY PAVEMENT MARKING, TYPE I m 0.0000.00
-1.000-0.31
0.0000.00

0314                          0002.97 11.122,060.00022,907.20
FLASHING ARROW PANEL DAY 2,060.00022,907.20
1,173.00013,043.76
60.000667.20

0315                          0003.10 359.5130.00010,785.30
FLAGGING DAY 30.00010,785.30
15.0005,392.65
0.0000.00

0316                          0003.50 182.59580.000105,902.20
CONCRETE PROTECTION BARRIER m 580.000105,902.20
778.770142,195.61
0.0000.00

0317                          0010.04 1,355.001.0001,355.00
FIELD OFFICE EACH1.0001,355.00
1.0001,355.00
0.0000.00

0318                          0030.00 12,591.001.00012,591.00
MOBILIZATION LS 1.00012,591.00
1.00012,591.00
0.0000.00

0319                          7019.64 8,394.004.00033,576.00
TEMPORARY IMPACT ATTENUATOR EACH4.00033,576.00
4.00033,576.00
0.0000.00

0320                          9110.01 104.92100.00010,492.00
RENTAL OF LOADER, FULLY OPERATED HOUR100.00010,492.00
23.5002,465.62
0.0000.00

0321                          9110.03 78.69100.0007,869.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR100.0007,869.00
30.5002,400.05
0.0000.00

0322                          9110.06 104.92100.00010,492.00
RENTAL OF BACKHOE, FULLY OPERATED HOUR100.00010,492.00
25.2702,651.33
0.0000.00

0323                          9110.07 83.94100.0008,394.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR100.0008,394.00
47.7504,008.16
5.000419.70

4023                          0002.47 0.950.0000.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION m 5,523.0005,246.85
15,054.00014,301.30
3,610.0003,429.50

4024                          0002.47 0.950.0000.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION m 477.000453.15
0.0000.00
0.0000.00

4025                          0002.38 0.310.0000.00
TEMPORARY PAVEMENT MARKING, TYPE I m 16,200.0005,022.00
75,178.41023,305.31
3,610.0001,119.10

4026                          0002.38 0.310.0000.00
TEMPORARY PAVEMENT MARKING, TYPE I m 1,400.000434.00
0.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted324,444.03
Current330,144.03
In place364,052.12
This Estimate10,801.91

Totals for contractContracted18,387,028.66
Current18,232,996.49
In place7,106,127.29
This Estimate808,258.88