| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 0030.10 | 13,000.00 | 1.000 | 13,000.00
|
MOBILIZATION | LS | 1.000 | 13,000.00
|
| | 0.250 | 3,250.00
|
| | 0.250 | 3,250.00
|
| | |
|
0002 1009.00 | 4,200.00 | 1.000 | 4,200.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 4,200.00
|
| | 0.500 | 2,100.00
|
| | 0.500 | 2,100.00
|
| | |
|
0003 1010.01 | 2.63 | 2,664.000 | 7,006.32
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 2,664.000 | 7,006.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1011.00 | 7.35 | 502.000 | 3,689.70
|
WATER | kL | 502.000 | 3,689.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1030.00 | 4.15 | 7,165.000 | 29,734.75
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 7,165.000 | 29,734.75
|
| | 802.000 | 3,328.30
|
| | 802.000 | 3,328.30
|
| | |
|
0006 1101.00 | 3.15 | 724.000 | 2,280.60
|
REMOVE PAVEMENT | m2 | 724.000 | 2,280.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1102.00 | 4.20 | 5,414.000 | 22,738.80
|
REMOVE ASPHALT SURFACE | m2 | 5,414.000 | 22,738.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1106.00 | 3.15 | 766.000 | 2,412.90
|
REMOVE DRIVEWAY | m2 | 766.000 | 2,412.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1111.00 | 0.53 | 33.000 | 17.49
|
REMOVE FENCE | m | 33.000 | 17.49
|
| | 33.000 | 17.49
|
| | 33.000 | 17.49
|
| | |
|
0010 1122.01 | 4.20 | 15.000 | 63.00
|
REMOVE CONCRETE MEDIAN SURFACING | m2 | 15.000 | 63.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 4350.18 | 57.75 | 13.000 | 750.75
|
450 mm CORRUGATED METAL PIPE | m | 13.000 | 750.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 4351.25 | 945.00 | 33.000 | 31,185.00
|
3660 mm CORRUGATED METAL PIPE | m | 33.000 | 31,185.00
|
| | 33.000 | 31,185.00
|
| | 33.000 | 31,185.00
|
| | |
|
0013 L006.00 | 472.50 | 1.000 | 472.50
|
COVER CROP SEEDING | ha | 1.000 | 472.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 L010.98 | 2.63 | 346.000 | 909.98
|
TEMPORARY EROSION CONTROL | m2 | 346.000 | 909.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 L020.00 | 2.89 | 1,461.000 | 4,222.29
|
EROSION CONTROL | m2 | 1,461.000 | 4,222.29
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 L022.11 | 9.98 | 580.000 | 5,788.40
|
FABRIC SILT FENCE-LOW POROSITY | m | 580.000 | 5,788.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 L022.12 | 11.03 | 99.000 | 1,091.97
|
FABRIC SILT FENCE-HIGH POROSITY | m | 99.000 | 1,091.97
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 L033.00 | 157.50 | 4.000 | 630.00
|
REMOVE AND RESET TREE | EACH | 4.000 | 630.00
|
| | 3.000 | 472.50
|
| | 3.000 | 472.50
|
| | |
|
GROUP 1 GRADING | | Contracted | 130,194.45
|
| | Current | 130,194.45
|
| | In place | 40,353.29
|
| | This Estimate | 40,353.29
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0019 0002.30 | 2.10 | 400.000 | 840.00
|
PAVEMENT MARKING REMOVAL | m | 400.000 | 840.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 0002.31 | 1.05 | 2,200.000 | 2,310.00
|
TEMPORARY PAVEMENT MARKING | m | 2,200.000 | 2,310.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 0030.30 | 6,625.00 | 1.000 | 6,625.00
|
MOBILIZATION | LS | 1.000 | 6,625.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 2010.03 | 16.80 | 56.000 | 940.80
|
CRUSHED ROCK SURFACE COURSE | Mg | 56.000 | 940.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 3014.11 | 51.45 | 43.000 | 2,212.35
|
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER | m | 43.000 | 2,212.35
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 3020.24 | 39.74 | 561.000 | 22,294.14
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 561.000 | 22,294.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 3075.42 | 40.48 | 3,133.000 | 126,823.84
|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 3,133.000 | 126,823.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 3300.65 | 420.00 | 2.000 | 840.00
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 2.000 | 840.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 4024.55 | 288.75 | 2.750 | 794.06
|
FLUME SPILLWAY | m | 2.750 | 794.06
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 4024.70 | 1,837.50 | 1.000 | 1,837.50
|
CONCRETE FLUME, TYPE I | EACH | 1.000 | 1,837.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 9005.30 | 30.29 | 1,374.000 | 41,618.46
|
ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 1,374.000 | 41,618.46
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 9021.01 | 219.45 | 73.980 | 16,234.91
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 73.980 | 16,234.91
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 9053.00 | 0.26 | 730.000 | 189.80
|
TACK COAT | L | 730.000 | 189.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 9111.00 | 7.35 | 76.000 | 558.60
|
WATER | kL | 76.000 | 558.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 9170.00 | 262.50 | 7.400 | 1,942.50
|
EARTH SHOULDER CONSTRUCTION | StaM | 7.400 | 1,942.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 9173.20 | 2.10 | 3,694.000 | 7,757.40
|
SUBGRADE PREPARATION | m2 | 3,694.000 | 7,757.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 L001.02 | 2,625.00 | 1.000 | 2,625.00
|
SEEDING, TYPE B | ha | 1.000 | 2,625.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 L006.50 | 1,575.00 | 0.200 | 315.00
|
TEMPORARY SEEDING | ha | 0.200 | 315.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 L010.00 | 6.83 | 333.000 | 2,274.39
|
SODDING | m2 | 333.000 | 2,274.39
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 L032.75 | 84.00 | 5.000 | 420.00
|
MULCH | Mg | 5.000 | 420.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 L032.80 | 1,050.00 | 0.500 | 525.00
|
HYDROMULCH | Mg | 0.500 | 525.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 239,978.75
|
| | Current | 239,978.75
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0040 0030.40 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 4002.00 | 4.04 | 57.000 | 230.28
|
CAST IRON COVER AND FRAME | kg | 57.000 | 230.28
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 4043.50 | 19.11 | 26.000 | 496.86
|
REMOVE SEWER PIPE | m | 26.000 | 496.86
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 4049.75 | 3,081.75 | 1.000 | 3,081.75
|
OUTLET STRUCTURE | EACH | 1.000 | 3,081.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 4050.01 | 16.96 | 95.000 | 1,611.20
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 95.000 | 1,611.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 4105.59 | 1,092.26 | 1.940 | 2,118.98
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 1.940 | 2,118.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 4107.07 | 607.94 | 0.320 | 194.54
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 0.320 | 194.54
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 4155.50 | 7.35 | 14.000 | 102.90
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 14.000 | 102.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 4157.00 | 7.35 | 17.000 | 124.95
|
REINFORCING STEEL FOR COLLARS | kg | 17.000 | 124.95
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 4350.36 | 129.78 | 52.400 | 6,800.47
|
900 mm CORRUGATED METAL PIPE | m | 52.400 | 6,800.47
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 4360.36 | 630.00 | 1.000 | 630.00
|
900 mm METAL FLARED-END SECTION | EACH | 1.000 | 630.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 4460.18 | 525.00 | 1.000 | 525.00
|
450 mm CONCRETE FLARED-END SECTION | EACH | 1.000 | 525.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 4600.18 | 76.28 | 86.500 | 6,598.22
|
450 mm REINFORCED CONCRETE SEWER PIPE | m | 86.500 | 6,598.22
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 23,015.16
|
| | Current | 23,015.16
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 2+75.405 | | |
|
0053 0030.60 | 32,000.00 | 1.000 | 32,000.00
|
MOBILIZATION | LS | 1.000 | 32,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 1043.50 | 2.00 | 37.000 | 74.00
|
RIPRAP FILTER FABRIC | m2 | 37.000 | 74.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 3050.15 | 220.00 | 136.500 | 30,030.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 136.500 | 30,030.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 3051.10 | 1.20 | 8,995.000 | 10,794.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 8,995.000 | 10,794.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 6000.10 | 3,750.00 | 1.000 | 3,750.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 6000.11 | 3,750.00 | 1.000 | 3,750.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 6001.50 | 9,750.00 | 1.000 | 9,750.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 9,750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 6001.51 | 9,750.00 | 1.000 | 9,750.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 9,750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6005.35 | 100.00 | 25.620 | 2,562.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 25.620 | 2,562.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6005.60 | 55.00 | 84.000 | 4,620.00
|
ELASTOMERIC BEARING | EACH | 84.000 | 4,620.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 6010.22 | 334.90 | 218.900 | 73,309.61
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 218.900 | 73,309.61
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 6010.26 | 425.00 | 103.500 | 43,987.50
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 103.500 | 43,987.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 6011.11 | 68,000.00 | 1.000 | 68,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 68,000.00
|
AT STA. 2+75.405 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 6040.00 | 27,000.00 | 1.000 | 27,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 27,000.00
|
AT STA. 2+74.114 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 6080.00 | 2.10 | 1,795.000 | 3,769.50
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 1,795.000 | 3,769.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 6104.00 | 11.00 | 47.000 | 517.00
|
BROKEN CONCRETE RIPRAP | Mg | 47.000 | 517.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 6105.02 | 25.00 | 1,434.000 | 35,850.00
|
ROCK RIPRAP, TYPE B | Mg | 1,434.000 | 35,850.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 6131.50 | 1.24 | 20,040.000 | 24,849.60
|
EPOXY COATED REINFORCING STEEL | kg | 20,040.000 | 24,849.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 6210.12 | 33.00 | 799.200 | 26,373.60
|
HP 250 mm X 62 kg STEEL PILING | m | 799.200 | 26,373.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 6310.00 | 100.00 | 366.600 | 36,660.00
|
STEEL SHEET PILING | m2 | 366.600 | 36,660.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 6401.00 | 105.00 | 44.150 | 4,635.75
|
PEDESTRIAN BARRIER RAIL | m | 44.150 | 4,635.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 6404.00 | 172.20 | 44.200 | 7,611.24
|
PEDESTRIAN RAILING (CHAIN LINK TYPE) | m | 44.200 | 7,611.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 8091.00 | 20.00 | 225.000 | 4,500.00
|
GRANULAR BACKFILL | m3 | 225.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 2+75.405 | | Contracted | 464,143.80
|
| | Current | 464,143.80
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0076 0030.70 | 1,125.80 | 1.000 | 1,125.80
|
MOBILIZATION | LS | 1.000 | 1,125.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 7011.20 | 40.00 | 135.260 | 5,410.40
|
W-BEAM GUARDRAIL | m | 135.260 | 5,410.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 7020.00 | 2,600.00 | 4.000 | 10,400.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 10,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 7021.70 | 1,500.00 | 6.000 | 9,000.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 6.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 7022.00 | 450.00 | 2.000 | 900.00
|
END ANCHORAGE ASSEMBLY | EACH | 2.000 | 900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 26,836.20
|
| | Current | 26,836.20
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0081 0001.08 | 0.50 | 2,426.000 | 1,213.00
|
BARRICADE, TYPE II | BDAY | 2,426.000 | 1,213.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 0001.10 | 2.00 | 1,392.000 | 2,784.00
|
BARRICADE, TYPE III | BDAY | 1,392.000 | 2,784.00
|
| | 24.000 | 48.00
|
| | 24.000 | 48.00
|
| | |
|
0083 0001.90 | 0.20 | 4,767.000 | 953.40
|
SIGN DAY | EACH | 4,767.000 | 953.40
|
| | 24.000 | 4.80
|
| | 24.000 | 4.80
|
| | |
|
0084 0003.10 | 190.00 | 40.000 | 7,600.00
|
FLAGGING | DAY | 40.000 | 7,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0085 0010.04 | 2,500.00 | 1.000 | 2,500.00
|
FIELD OFFICE | EACH | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0086 0030.00 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 15,550.40
|
| | Current | 15,550.40
|
| | In place | 52.80
|
| | This Estimate | 52.80
|
| | |
|
Totals for contract | | Contracted | 899,718.76
|
---|
| | Current | 899,718.76
|
---|
| | In place | 40,406.09
|
---|
| | This Estimate | 40,406.09
|
---|