| | | 1. Contracted
|
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| | | 2. Current
|
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| | | 3. To date
|
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Item Nbr Item Code | Unit Price | | 4. This Est
|
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Item Description | Units | Qty | Amount
|
---|
GROUP 6 BRIDGE AT STA. 23+34.88 | | |
|
0001 0030.60 | 59,000.00 | 1.000 | 59,000.00
|
MOBILIZATION | LS | 1.000 | 59,000.00
|
| | 1.000 | 59,000.00
|
| | 0.000 | 0.00
|
| | |
|
0002 3050.15 | 325.00 | 131.300 | 42,672.50
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 131.300 | 42,672.50
|
| | 131.300 | 42,672.50
|
| | 0.000 | 0.00
|
| | |
|
0003 3051.10 | 1.15 | 8,400.000 | 9,660.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 8,929.000 | 10,268.35
|
| | 8,929.000 | 10,268.35
|
| | 0.000 | 0.00
|
| | |
|
0004 6000.10 | 15,000.00 | 1.000 | 15,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 15,000.00
|
| | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0005 6000.11 | 15,000.00 | 1.000 | 15,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 15,000.00
|
| | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0006 6000.20 | 30,000.00 | 1.000 | 30,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 30,000.00
|
| | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
0007 6005.78 | 1,000.00 | 12.000 | 12,000.00
|
EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 12,000.00
|
| | 12.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
0008 6005.83 | 250.00 | 12.000 | 3,000.00
|
FIXED BEARING | EACH | 12.000 | 3,000.00
|
| | 12.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0009 6010.22 | 385.00 | 160.500 | 61,792.50
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 160.500 | 61,792.50
|
| | 160.500 | 61,792.51
|
| | 0.000 | 0.00
|
| | |
|
0010 6010.26 | 395.00 | 302.300 | 119,408.50
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 302.300 | 119,408.50
|
| | 302.300 | 119,408.51
|
| | 0.000 | 0.00
|
| | |
|
0011 6011.11 | 250,000.00 | 1.000 | 250,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 250,000.00
|
AT STA. 23+34.88 | | 1.000 | 250,000.00
|
| | 0.000 | 0.00
|
| | |
|
0012 6030.00 | 85,618.91 | 1.000 | 85,618.91
|
PREPARATION OF BRIDGE | EACH | 1.000 | 85,618.91
|
AT STA. 23+34.8 | | 1.000 | 85,618.90
|
| | 0.000 | 0.00
|
| | |
|
0013 6080.00 | 6.00 | 605.000 | 3,630.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 605.000 | 3,630.00
|
| | 605.000 | 3,630.00
|
| | 0.000 | 0.00
|
| | |
|
0014 6107.00 | 60.00 | 428.600 | 25,716.00
|
CONCRETE SLOPE PROTECTION | m2 | 428.600 | 25,716.00
|
| | 437.732 | 26,263.92
|
| | 0.000 | 0.00
|
| | |
|
0015 6131.50 | 1.15 | 42,275.000 | 48,616.25
|
EPOXY COATED REINFORCING STEEL | kg | 48,845.000 | 56,171.75
|
| | 48,845.000 | 56,171.75
|
| | 0.000 | 0.00
|
| | |
|
0016 6139.50 | 35.00 | 56.500 | 1,977.50
|
SUBSURFACE DRAINAGE MATTING | m2 | 56.500 | 1,977.50
|
| | 56.500 | 1,977.50
|
| | 0.000 | 0.00
|
| | |
|
0017 6200.00 | 60.00 | 1,089.200 | 65,352.00
|
CONCRETE PILING | m | 1,089.200 | 65,352.00
|
| | 873.892 | 52,433.52
|
| | 0.000 | 0.00
|
| | |
|
0018 6310.00 | 120.00 | 55.300 | 6,636.00
|
STEEL SHEET PILING | m2 | 55.300 | 6,636.00
|
| | 55.300 | 6,636.00
|
| | 0.000 | 0.00
|
| | |
|
0019 6510.55 | 15,000.00 | 1.000 | 15,000.00
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 15,000.00
|
| | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0020 8091.00 | 50.00 | 275.000 | 13,750.00
|
GRANULAR BACKFILL | m3 | 275.000 | 13,750.00
|
| | 275.000 | 13,750.00
|
| | 0.000 | 0.00
|
| | |
|
4003 6200.50 | 36.00 | 0.000 | 0.00
|
PAY CUT-OFF FOR CONCRETE PILING | m | 180.000 | 6,480.00
|
| | 125.704 | 4,525.34
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 23+34.88 | | Contracted | 883,830.16
|
| | Current | 898,474.01
|
| | In place | 884,148.80
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0021 0030.70 | 2,500.00 | 1.000 | 2,500.00
|
MOBILIZATION | LS | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0022 7011.20 | 47.70 | 30.480 | 1,453.90
|
W-BEAM GUARDRAIL | m | 30.480 | 1,453.90
|
| | 30.490 | 1,454.37
|
| | 0.000 | 0.00
|
| | |
|
0023 7011.30 | 73.37 | 45.720 | 3,354.48
|
THRIE-BEAM GUARDRAIL | m | 49.530 | 3,634.02
|
| | 49.530 | 3,634.02
|
| | 0.000 | 0.00
|
| | |
|
0024 7017.00 | 8.05 | 342.900 | 2,760.35
|
REMOVE GUARDRAIL | m | 342.900 | 2,760.35
|
| | 426.610 | 3,434.21
|
| | 0.000 | 0.00
|
| | |
|
0025 7020.00 | 1,160.00 | 4.000 | 4,640.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,640.00
|
| | 4.000 | 4,640.00
|
| | 0.000 | 0.00
|
| | |
|
0026 7021.70 | 1,809.50 | 4.000 | 7,238.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 4.000 | 7,238.00
|
| | 4.000 | 7,238.00
|
| | 0.000 | 0.00
|
| | |
|
0027 7022.50 | 4,654.00 | 2.000 | 9,308.00
|
BULLNOSE-3.8 m | EACH | 2.000 | 9,308.00
|
| | 2.000 | 9,308.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 31,254.72
|
| | Current | 31,534.26
|
| | In place | 32,208.60
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0028 L020.00 | 1.89 | 5,249.000 | 9,920.61
|
EROSION CONTROL | m2 | 5,249.000 | 9,920.61
|
| | 5,143.771 | 9,721.73
|
| | 0.000 | 0.00
|
| | |
|
0029 P402.18 | 120.00 | 155.000 | 18,600.00
|
450 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 155.000 | 18,600.00
|
| | 150.450 | 18,054.00
|
| | 0.000 | 0.00
|
| | |
|
0030 0030.90 | 25,500.00 | 1.000 | 25,500.00
|
MOBILIZATION | LS | 1.000 | 25,500.00
|
| | 1.000 | 25,500.00
|
| | 0.000 | 0.00
|
| | |
|
0031 1009.00 | 2,000.00 | 1.000 | 2,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0032 1030.00 | 10.00 | 665.000 | 6,650.00
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 333.000 | 3,330.00
|
| | 333.000 | 3,330.00
|
| | 0.000 | 0.00
|
| | |
|
0033 1101.00 | 4.50 | 348.000 | 1,566.00
|
REMOVE PAVEMENT | m2 | 348.000 | 1,566.00
|
| | 325.888 | 1,466.50
|
| | 0.000 | 0.00
|
| | |
|
0034 1118.25 | 500.00 | 2.000 | 1,000.00
|
REMOVE SPLASH BASIN | EACH | 2.000 | 1,000.00
|
| | 2.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0035 1120.00 | 900.00 | 4.000 | 3,600.00
|
REMOVE DISCHARGE STRUCTURE | EACH | 4.000 | 3,600.00
|
| | 4.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | |
|
0036 3040.16 | 125.00 | 6.000 | 750.00
|
CONCRETE PAVEMENT REPAIR, TYPE B, PARTIAL DEPTH | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 3040.18 | 235.00 | 39.000 | 9,165.00
|
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 3221.05 | 115.00 | 35.200 | 4,048.00
|
CONCRETE PAVEMENT, CLASS PR-25 | m2 | 35.200 | 4,048.00
|
JOINT REPAIR | | 182.351 | 20,970.37
|
| | 0.000 | 0.00
|
| | |
|
0039 4004.50 | 3.00 | 725.600 | 2,176.80
|
CAST IRON GRATE AND FRAME | kg | 725.600 | 2,176.80
|
| | 725.600 | 2,176.80
|
| | 0.000 | 0.00
|
| | |
|
0040 4105.59 | 700.00 | 8.800 | 6,160.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 8.800 | 6,160.00
|
| | 8.800 | 6,160.00
|
| | 0.000 | 0.00
|
| | |
|
0041 4130.06 | 1,500.00 | 0.480 | 720.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.480 | 720.00
|
| | 0.280 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
0042 4155.50 | 2.00 | 262.400 | 524.80
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 262.400 | 524.80
|
| | 262.400 | 524.80
|
| | 0.000 | 0.00
|
| | |
|
0043 9005.00 | 52.10 | 50.000 | 2,605.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 50.000 | 2,605.00
|
SP2(12.5) | | 12.250 | 638.23
|
| | 0.000 | 0.00
|
| | |
|
0044 9005.30 | 42.35 | 2,750.000 | 116,462.50
|
ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 2,750.000 | 116,462.50
|
| | 2,956.940 | 125,226.41
|
| | 0.000 | 0.00
|
| | |
|
0045 9009.75 | 53.35 | 102.000 | 5,441.70
|
TEMPORARY SURFACING | m2 | 102.000 | 5,441.70
|
| | 40.804 | 2,176.89
|
| | 0.000 | 0.00
|
| | |
|
0046 9021.01 | 223.50 | 151.200 | 33,793.20
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 151.200 | 33,793.20
|
| | 162.546 | 36,329.03
|
| | 0.000 | 0.00
|
| | |
|
0047 9030.00 | 29.60 | 43.900 | 1,299.44
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | m | 43.900 | 1,299.44
|
| | 42.450 | 1,256.52
|
| | 0.000 | 0.00
|
| | |
|
0048 9053.00 | 0.35 | 6,070.000 | 2,124.50
|
TACK COAT | L | 6,070.000 | 2,124.50
|
| | 9,932.000 | 3,476.20
|
| | 0.000 | 0.00
|
| | |
|
0049 9110.01 | 60.00 | 10.000 | 600.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 9110.02 | 65.00 | 10.000 | 650.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 9110.03 | 45.00 | 10.000 | 450.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 450.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 9110.07 | 45.00 | 10.000 | 450.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 450.00
|
| | 2.250 | 101.25
|
| | 0.000 | 0.00
|
| | |
|
0053 9111.00 | 4.00 | 124.000 | 496.00
|
WATER | kL | 62.000 | 248.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 9170.00 | 200.00 | 16.346 | 3,269.20
|
EARTH SHOULDER CONSTRUCTION | StaM | 16.346 | 3,269.20
|
| | 14.315 | 2,863.00
|
| | 0.000 | 0.00
|
| | |
|
0055 9179.35 | 3.25 | 4,951.000 | 16,090.75
|
COLD MILLING, CLASS 5 | m2 | 4,951.000 | 16,090.75
|
| | 3,446.844 | 11,202.24
|
| | 0.000 | 0.00
|
| | |
|
0056 9188.50 | 30.00 | 234.000 | 7,020.00
|
SURFACING UNDER GUARDRAIL | m2 | 234.000 | 7,020.00
|
| | 236.438 | 7,093.14
|
| | 0.000 | 0.00
|
| | |
|
4000 3040.11 | 235.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | m2 | 85.000 | 19,975.00
|
| | 21.511 | 5,055.09
|
| | 0.000 | 0.00
|
| | |
|
4001 3040.12 | 200.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 92.000 | 18,400.00
|
| | 86.067 | 17,213.40
|
| | 0.000 | 0.00
|
| | |
|
4002 3040.13 | 155.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 16.000 | 2,480.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4004 8111.20 | 1.23 | 0.000 | 0.00
|
SHOULDER SUBGRADE PREPARATION | m2 | 398.000 | 489.54
|
| | 392.400 | 482.65
|
| | 0.000 | 0.00
|
| | |
|
4005 L001.02 | 2,294.25 | 0.000 | 0.00
|
SEEDING, TYPE B | ha | 0.959 | 2,200.19
|
| | 0.969 | 2,223.13
|
| | 0.000 | 0.00
|
| | |
|
4006 L032.75 | 89.25 | 0.000 | 0.00
|
MULCH | Mg | 4.500 | 401.63
|
| | 4.846 | 432.51
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 283,133.50
|
| | Current | 313,596.85
|
| | In place | 310,693.89
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0057 0001.08 | 0.50 | 4,733.000 | 2,366.50
|
BARRICADE, TYPE II | BDAY | 4,733.000 | 2,366.50
|
| | 3,522.000 | 1,761.00
|
| | 0.000 | 0.00
|
| | |
|
0058 0001.10 | 4.00 | 2,312.000 | 9,248.00
|
BARRICADE, TYPE III | BDAY | 3,970.000 | 15,880.00
|
| | 3,970.000 | 15,880.00
|
| | 0.000 | 0.00
|
| | |
|
0059 0001.30 | 5.00 | 568.000 | 2,840.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 568.000 | 2,840.00
|
| | 1,348.000 | 6,740.00
|
| | 0.000 | 0.00
|
| | |
|
0060 0001.90 | 1.00 | 10,961.000 | 10,961.00
|
SIGN DAY | EACH | 18,361.000 | 18,361.00
|
| | 18,361.000 | 18,361.00
|
| | 0.000 | 0.00
|
| | |
|
0061 0002.30 | 3.00 | 200.000 | 600.00
|
PAVEMENT MARKING REMOVAL | m | 200.000 | 600.00
|
| | 566.650 | 1,699.95
|
| | 0.000 | 0.00
|
| | |
|
0062 0002.31 | 2.00 | 500.000 | 1,000.00
|
TEMPORARY PAVEMENT MARKING | m | 500.000 | 1,000.00
|
| | 1,464.900 | 2,929.80
|
| | 0.000 | 0.00
|
| | |
|
0063 0002.40 | 30.00 | 24.000 | 720.00
|
TEMPORARY SOLID LINES | StaM | 24.000 | 720.00
|
| | 52.200 | 1,566.00
|
| | 0.000 | 0.00
|
| | |
|
0064 0002.45 | 30.00 | 12.000 | 360.00
|
TEMPORARY BROKEN LINES | StaM | 12.000 | 360.00
|
| | 6.248 | 187.44
|
| | 0.000 | 0.00
|
| | |
|
0065 0002.97 | 25.00 | 52.000 | 1,300.00
|
FLASHING ARROW PANEL | DAY | 52.000 | 1,300.00
|
| | 32.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
0066 0003.10 | 100.00 | 80.000 | 8,000.00
|
FLAGGING | DAY | 80.000 | 8,000.00
|
| | 73.500 | 7,350.00
|
| | 0.000 | 0.00
|
| | |
|
0067 0003.51 | 25.00 | 450.000 | 11,250.00
|
INSTALL CONCRETE PROTECTION BARRIER | m | 450.000 | 11,250.00
|
| | 450.000 | 11,250.00
|
| | 0.000 | 0.00
|
| | |
|
0068 0003.58 | 3,500.00 | 4.000 | 14,000.00
|
INERTIAL BARRIER SYSTEM | EACH | 4.000 | 14,000.00
|
| | 2.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | |
|
0069 0003.64 | 500.00 | 5.000 | 2,500.00
|
REPLACEMENT MODULE | EACH | 5.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 0003.70 | 400.00 | 4.000 | 1,600.00
|
TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,600.00
|
| | 2.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
0071 0003.75 | 8,409.00 | 1.000 | 8,409.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 8,409.00
|
| | 1.000 | 8,409.00
|
| | 0.000 | 0.00
|
| | |
|
0072 0010.04 | 3,500.00 | 1.000 | 3,500.00
|
FIELD OFFICE | EACH | 1.000 | 3,500.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0073 0030.00 | 1.00 | 1.000 | 1.00
|
MOBILIZATION | LS | 1.000 | 1.00
|
| | 1.000 | 1.00
|
| | 0.000 | 0.00
|
| | |
|
4007 0096.00 | -1,311.00 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -1,311.00
|
Signs Not Returned & Damaged | | 1.000 | -1,311.00
|
| | 1.000 | -1,311.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 78,655.50
|
| | Current | 91,376.50
|
| | In place | 86,924.19
|
| | This Estimate | -1,311.00
|
| | |
|
Totals for contract | | Contracted | 1,276,873.88
|
---|
| | Current | 1,334,981.62
|
---|
| | In place | 1,313,975.48
|
---|
| | This Estimate | -1,311.00
|
---|