| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0002 L020.01 | 7.00 | 2,861.000 | 20,027.00
|
EROSION CONTROL, TYPE A | m2 | 2,861.000 | 20,027.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.08 | 9.00 | 501.000 | 4,509.00
|
EROSION CONTROL, TYPE AA | m2 | 501.000 | 4,509.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.09 | 14.00 | 176.000 | 2,464.00
|
EROSION CONTROL, TYPE AAA | m2 | 176.000 | 2,464.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L020.20 | 0.60 | 6,310.000 | 3,786.00
|
SLOPE PROTECTION NETTING | m2 | 6,310.000 | 3,786.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 L021.11 | 35.00 | 324.000 | 11,340.00
|
EROSION CHECKS, TYPE ST-A | BALE | 324.000 | 11,340.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 L022.25 | 11.00 | 595.000 | 6,545.00
|
FABRIC SILT FENCE, TYPE COIR FIBER | m | 595.000 | 6,545.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 0030.10 | 20,045.70 | 1.000 | 20,045.70
|
MOBILIZATION | LS | 1.000 | 20,045.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1000.00 | 225.00 | 52.000 | 11,700.00
|
LARGE TREE REMOVAL | EACH | 52.000 | 11,700.00
|
| | 6.000 | 1,350.00
|
| | 6.000 | 1,350.00
|
| | |
|
0012 1009.00 | 1,666.67 | 1.000 | 1,666.67
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,666.67
|
| | 0.100 | 166.67
|
| | 0.100 | 166.67
|
| | |
|
0013 1010.00 | 1.70 | 70,622.000 | 120,057.40
|
EXCAVATION | m3 | 70,622.000 | 120,057.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1011.00 | 0.01 | 3,704.000 | 37.04
|
WATER | kL | 3,704.000 | 37.04
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1012.00 | 100.00 | 18.000 | 1,800.00
|
RIGHT-OF-WAY MARKERS | EACH | 18.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1040.00 | 0.40 | 52,139.000 | 20,855.60
|
SLOPE PROTECTION | m2 | 52,139.000 | 20,855.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 1040.06 | 120.00 | 64.000 | 7,680.00
|
SLOPE PROTECTION MULCH | Mg | 64.000 | 7,680.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1041.00 | 0.55 | 63,688.000 | 35,028.40
|
SALVAGING AND PLACING TOPSOIL | m2 | 63,688.000 | 35,028.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1701.24 | 41.20 | 117.000 | 4,820.40
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 117.000 | 4,820.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 2001.00 | 41.00 | 594.000 | 24,354.00
|
GRAVEL SURFACE COURSE | m3 | 594.000 | 24,354.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 2009.10 | 310.00 | 11.203 | 3,472.93
|
GRAVEL EMBEDMENT | StaM | 11.203 | 3,472.93
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 7017.00 | 12.00 | 87.300 | 1,047.60
|
REMOVE GUARDRAIL | m | 87.300 | 1,047.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 301,236.74
|
| | Current | 301,236.74
|
| | In place | 1,516.67
|
| | This Estimate | 1,516.67
|
| | |
|
GROUP 4 CULVERTS | | |
|
0028 P070.24 | 88.00 | 50.200 | 4,417.60
|
600 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 50.200 | 4,417.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 P300.36 | 115.00 | 18.800 | 2,162.00
|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 18.800 | 2,162.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 0030.40 | 11,506.21 | 1.000 | 11,506.21
|
MOBILIZATION | LS | 1.000 | 11,506.21
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 4040.00 | 100.00 | 2.000 | 200.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 2.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4044.00 | 2,000.00 | 1.000 | 2,000.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,000.00
|
AT STA. 118+62.5 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4050.01 | 15.00 | 129.000 | 1,935.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 129.000 | 1,935.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 4051.01 | 18.00 | 45.000 | 810.00
|
EXCAVATION FOR BOX CULVERTS | m3 | 45.000 | 810.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 4101.06 | 480.00 | 37.700 | 18,096.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 37.700 | 18,096.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4151.00 | 0.70 | 2,074.000 | 1,451.80
|
REINFORCING STEEL FOR BOX CULVERT | kg | 2,074.000 | 1,451.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 4310.36 | 460.00 | 2.000 | 920.00
|
900 mm FLARED-END SECTION | EACH | 2.000 | 920.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 43,498.61
|
| | Current | 43,498.61
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 110+74.5 | | |
|
0044 0030.60 | 45,000.00 | 1.000 | 45,000.00
|
MOBILIZATION | LS | 1.000 | 45,000.00
|
| | 0.500 | 22,500.00
|
| | 0.060 | 2,700.00
|
| | |
|
0045 1010.01 | 12.00 | 415.000 | 4,980.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 415.000 | 4,980.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 1043.50 | 4.00 | 327.000 | 1,308.00
|
RIPRAP FILTER FABRIC | m2 | 327.000 | 1,308.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 3050.15 | 425.00 | 119.000 | 50,575.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 119.000 | 50,575.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 3051.10 | 1.45 | 8,020.000 | 11,629.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 8,020.000 | 11,629.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 6000.10 | 15,000.00 | 1.000 | 15,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 15,000.00
|
| | 0.750 | 11,250.00
|
| | 0.750 | 11,250.00
|
| | |
|
0050 6000.11 | 15,000.00 | 1.000 | 15,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 15,000.00
|
| | 0.750 | 11,250.00
|
| | 0.750 | 11,250.00
|
| | |
|
0051 6001.00 | 35,000.00 | 1.000 | 35,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 35,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 6005.35 | 175.00 | 23.000 | 4,025.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 23.000 | 4,025.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 6005.78 | 850.00 | 8.000 | 6,800.00
|
EXPANSION BEARING, TFE TYPE | EACH | 8.000 | 6,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 6005.83 | 650.00 | 8.000 | 5,200.00
|
FIXED BEARING | EACH | 8.000 | 5,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 6010.22 | 490.00 | 158.200 | 77,518.00
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 158.200 | 77,518.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 6010.26 | 495.00 | 266.900 | 132,115.50
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 266.900 | 132,115.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 6011.11 | 250,000.00 | 1.000 | 250,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 250,000.00
|
AT STA. 110+74.5 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 6040.00 | 25,000.00 | 1.000 | 25,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 25,000.00
|
AT STA. 110+70, 21.21 m LEFT | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 6080.00 | 4.00 | 3,785.000 | 15,140.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 3,785.000 | 15,140.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 6104.00 | 30.00 | 300.000 | 9,000.00
|
BROKEN CONCRETE RIPRAP | Mg | 300.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6131.50 | 1.45 | 51,155.000 | 74,174.75
|
EPOXY COATED REINFORCING STEEL | kg | 51,155.000 | 74,174.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6139.50 | 18.00 | 66.000 | 1,188.00
|
SUBSURFACE DRAINAGE MATTING | m2 | 66.000 | 1,188.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 6210.50 | 94.00 | 847.200 | 79,636.80
|
PIPE PILING | m | 847.200 | 79,636.80
|
| | 213.618 | 20,080.09
|
| | 213.618 | 20,080.09
|
| | |
|
0064 6310.00 | 125.00 | 335.200 | 41,900.00
|
STEEL SHEET PILING | m2 | 335.200 | 41,900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 8091.00 | 48.00 | 266.800 | 12,806.40
|
GRANULAR BACKFILL | m3 | 266.800 | 12,806.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
601 6210.60 | 56.40 | 0.000 | 0.00
|
PAY CUT-OFF FOR PIPE PILE | m | 160.000 | 9,024.00
|
Niobrara Bridge Cut-Off Pipe Pile | | 60.372 | 3,404.98
|
| | 60.372 | 3,404.98
|
| | |
|
GROUP 6 BRIDGE AT STA. 110+74.5 | | Contracted | 912,996.45
|
| | Current | 922,020.45
|
| | In place | 68,485.07
|
| | This Estimate | 48,685.07
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0122 0030.70 | 4,430.47 | 1.000 | 4,430.47
|
MOBILIZATION | LS | 1.000 | 4,430.47
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0123 7011.20 | 48.00 | 34.300 | 1,646.40
|
W-BEAM GUARDRAIL | m | 34.300 | 1,646.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0124 7020.00 | 1,250.00 | 4.000 | 5,000.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0125 7024.27 | 1,650.00 | 4.000 | 6,600.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 17,676.87
|
| | Current | 17,676.87
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0126 P402.15 | 105.00 | 134.200 | 14,091.00
|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 134.200 | 14,091.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0127 0002.55 | 35.00 | 16.620 | 581.70
|
OVERLAY BROKEN LINES | StaM | 16.620 | 581.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0128 0030.90 | 40,744.52 | 1.000 | 40,744.52
|
MOBILIZATION | LS | 1.000 | 40,744.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0129 1020.03 | 8.00 | 32.000 | 256.00
|
DELINEATOR, TYPE III | EACH | 32.000 | 256.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0130 1020.20 | 25.00 | 16.000 | 400.00
|
INSTALL CHEVRONS | EACH | 16.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0131 2020.00 | 36.00 | 42.000 | 1,512.00
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 42.000 | 1,512.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0133 2021.00 | 50.00 | 3.000 | 150.00
|
MAILBOX POST | EACH | 3.000 | 150.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0134 4004.50 | 4.40 | 2,592.000 | 11,404.80
|
CAST IRON GRATE AND FRAME | kg | 2,592.000 | 11,404.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0135 4105.59 | 700.00 | 16.160 | 11,312.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 16.160 | 11,312.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0136 4155.50 | 8.00 | 683.600 | 5,468.80
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 683.600 | 5,468.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 7502.04 | 6.20 | 3,570.000 | 22,134.00
|
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | m | 3,570.000 | 22,134.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0138 7503.04 | 6.35 | 3,235.000 | 20,542.25
|
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 3,235.000 | 20,542.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0139 8008.00 | 48.00 | 261.000 | 12,528.00
|
ARMOR COAT AGGREGATE | m3 | 261.000 | 12,528.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0140 8051.00 | 22.00 | 168.000 | 3,696.00
|
SOIL BINDER | m3 | 168.000 | 3,696.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0141 8070.08 | 16.00 | 621.000 | 9,936.00
|
MINERAL FILLER FOR BITUMINOUS SAND BASE COURSE | m3 | 621.000 | 9,936.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0142 9004.90 | 3.85 | 3,378.000 | 13,005.30
|
COLD IN-PLACE RECYCLING | m2 | 3,378.000 | 13,005.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0143 9005.21 | 15.00 | 500.000 | 7,500.00
|
PATCHING BITUMINOUS SAND | m2 | 500.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0145 9030.00 | 16.00 | 1,200.000 | 19,200.00
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | m | 1,200.000 | 19,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0146 9052.00 | 345.00 | 44.704 | 15,422.88
|
ARMOR COAT EMULSIFIED ASPHALT | kL | 44.704 | 15,422.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 9052.50 | 345.00 | 279.478 | 96,419.91
|
BITUMINOUS SAND BASE COURSE EMULSIFIED ASPHALT | kL | 279.478 | 96,419.91
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0148 9053.20 | 1.25 | 1,800.000 | 2,250.00
|
FOG SEAL | L | 1,800.000 | 2,250.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0149 9053.90 | 0.34 | 104,467.000 | 35,518.78
|
EMULSIFIED ASPHALT FOR COLD IN-PLACE RECYCLING | L | 104,467.000 | 35,518.78
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0150 9111.00 | 4.00 | 252.000 | 1,008.00
|
WATER | kL | 252.000 | 1,008.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0151 9111.25 | 8.00 | 80.000 | 640.00
|
WATER FOR COLD IN-PLACE RECYCLING, APPLIED | kL | 80.000 | 640.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0152 9170.00 | 265.00 | 7.400 | 1,961.00
|
EARTH SHOULDER CONSTRUCTION | StaM | 7.400 | 1,961.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0153 9179.24 | 1,875.00 | 10.347 | 19,400.63
|
COLD MILLING, CLASS 4 | StaM | 10.347 | 19,400.63
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0154 9188.01 | 12.00 | 720.000 | 8,640.00
|
BITUMINOUS SURFACE COURSE | m2 | 720.000 | 8,640.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0155 9188.50 | 32.00 | 218.000 | 6,976.00
|
SURFACING UNDER GUARDRAIL | m2 | 218.000 | 6,976.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0156 9261.00 | 2,200.00 | 14.418 | 31,719.60
|
BITUMINOUS SAND BASE COURSE | StaM | 14.418 | 31,719.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 414,419.17
|
| | Current | 414,419.17
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0157 0001.08 | 0.50 | 3,200.000 | 1,600.00
|
BARRICADE, TYPE II | BDAY | 3,200.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0158 0001.10 | 1.65 | 3,350.000 | 5,527.50
|
BARRICADE, TYPE III | BDAY | 3,350.000 | 5,527.50
|
| | 40.000 | 66.00
|
| | 40.000 | 66.00
|
| | |
|
0159 0001.30 | 1.35 | 866.000 | 1,169.10
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 866.000 | 1,169.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0160 0001.75 | 10.00 | 60.000 | 600.00
|
TEMPORARY SIGN DAY | EACH | 60.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0161 0001.90 | 0.35 | 9,322.000 | 3,262.70
|
SIGN DAY | EACH | 9,322.000 | 3,262.70
|
| | 240.000 | 84.00
|
| | 240.000 | 84.00
|
| | |
|
0162 0002.30 | 2.00 | 900.000 | 1,800.00
|
PAVEMENT MARKING REMOVAL | m | 900.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0164 0002.39 | 2.00 | 800.000 | 1,600.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | m | 800.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0165 0003.10 | 220.00 | 20.000 | 4,400.00
|
FLAGGING | DAY | 20.000 | 4,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0170 0010.04 | 2,500.00 | 0.660 | 1,650.00
|
FIELD OFFICE | EACH | 0.660 | 1,650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0171 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0172 0030.10 | 2,997.59 | 1.000 | 2,997.59
|
MOBILIZATION | LS | 1.000 | 2,997.59
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0173 9110.01 | 85.00 | 20.000 | 1,700.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0174 9110.02 | 65.00 | 20.000 | 1,300.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,300.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0175 9110.03 | 45.00 | 20.000 | 900.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0176 9110.07 | 35.00 | 20.000 | 700.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 30,006.89
|
| | Current | 30,006.89
|
| | In place | 150.00
|
| | This Estimate | 150.00
|
| | |
|
GROUP 1 GRADING | | |
|
0001 L020.00 | 1.75 | 433.500 | 758.63
|
EROSION CONTROL | m2 | 433.500 | 758.63
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 0030.10 | 1,031.58 | 1.000 | 1,031.58
|
MOBILIZATION | LS | 1.000 | 1,031.58
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1009.00 | 1,666.67 | 1.000 | 1,666.67
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,666.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1011.00 | 0.01 | 58.000 | 0.58
|
WATER | kL | 58.000 | 0.58
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1030.00 | 3.30 | 1,550.000 | 5,115.00
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 1,550.000 | 5,115.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1101.00 | 6.00 | 125.000 | 750.00
|
REMOVE PAVEMENT | m2 | 125.000 | 750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 2001.00 | 41.00 | 33.000 | 1,353.00
|
GRAVEL SURFACE COURSE | m3 | 33.000 | 1,353.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 2009.10 | 310.00 | 1.500 | 465.00
|
GRAVEL EMBEDMENT | StaM | 1.500 | 465.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 11,140.46
|
| | Current | 11,140.46
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4A CULVERT AT STA. 11+60 | | |
|
0039 0030.40 | 19,000.00 | 1.000 | 19,000.00
|
MOBILIZATION | LS | 1.000 | 19,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 4051.01 | 15.00 | 1,166.000 | 17,490.00
|
EXCAVATION FOR BOX CULVERTS | m3 | 1,166.000 | 17,490.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 4054.65 | 8,000.00 | 1.000 | 8,000.00
|
TEMPORARY SHORING | LS | 1.000 | 8,000.00
|
AT STA. 11+60 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 4101.06 | 480.00 | 140.530 | 67,454.40
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 140.530 | 67,454.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 4151.00 | 0.70 | 9,241.000 | 6,468.70
|
REINFORCING STEEL FOR BOX CULVERT | kg | 9,241.000 | 6,468.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A CULVERT AT STA. 11+60 | | Contracted | 118,413.10
|
| | Current | 118,413.10
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0128 0030.90 | 987.71 | 1.000 | 987.71
|
MOBILIZATION | LS | 1.000 | 987.71
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0144 9009.87 | 8.75 | 125.000 | 1,093.75
|
SURFACING 200mm | m2 | 125.000 | 1,093.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 2,081.46
|
| | Current | 2,081.46
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0157 0001.08 | 0.50 | 385.000 | 192.50
|
BARRICADE, TYPE II | BDAY | 385.000 | 192.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0158 0001.10 | 1.65 | 110.000 | 181.50
|
BARRICADE, TYPE III | BDAY | 110.000 | 181.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0159 0001.30 | 1.35 | 110.000 | 148.50
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 110.000 | 148.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0161 0001.90 | 0.35 | 1,980.000 | 693.00
|
SIGN DAY | EACH | 1,980.000 | 693.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0162 0002.30 | 2.00 | 400.000 | 800.00
|
PAVEMENT MARKING REMOVAL | m | 400.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0163 0002.31 | 1.50 | 750.000 | 1,125.00
|
TEMPORARY PAVEMENT MARKING | m | 750.000 | 1,125.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0166 0003.51 | 36.00 | 126.000 | 4,536.00
|
INSTALL CONCRETE PROTECTION BARRIER | m | 126.000 | 4,536.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0167 0003.56 | 12.00 | 84.000 | 1,008.00
|
RELOCATE CONCRETE PROTECTION BARRIER | m | 84.000 | 1,008.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0168 0003.70 | 400.00 | 4.000 | 1,600.00
|
TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0169 0003.75 | 14,000.00 | 1.000 | 14,000.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 14,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0170 0010.04 | 2,500.00 | 0.060 | 150.00
|
FIELD OFFICE | EACH | 0.060 | 150.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0172 0030.10 | 1,953.26 | 1.000 | 1,953.26
|
MOBILIZATION | LS | 1.000 | 1,953.26
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0174 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
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 27,037.76
|
| | Current | 27,037.76
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 1 GRADING | | |
|
0002 L020.01 | 7.00 | 1,683.000 | 11,781.00
|
EROSION CONTROL, TYPE A | m2 | 1,683.000 | 11,781.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L021.01 | 30.00 | 18.000 | 540.00
|
EROSION CHECKS, TYPE A | BALE | 18.000 | 540.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 L022.25 | 11.00 | 937.000 | 10,307.00
|
FABRIC SILT FENCE, TYPE COIR FIBER | m | 937.000 | 10,307.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 P375.48 | 225.00 | 66.000 | 14,850.00
|
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5 | m | 66.000 | 14,850.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 0030.10 | 8,922.72 | 1.000 | 8,922.72
|
MOBILIZATION | LS | 1.000 | 8,922.72
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1009.00 | 4,166.66 | 1.000 | 4,166.66
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 4,166.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1010.01 | 3.69 | 1,542.000 | 5,689.98
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,542.000 | 5,689.98
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1011.00 | 0.01 | 1,926.000 | 19.26
|
WATER | kL | 1,926.000 | 19.26
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1030.00 | 3.30 | 10,270.000 | 33,891.00
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 10,270.000 | 33,891.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1040.00 | 0.40 | 5,136.000 | 2,054.40
|
SLOPE PROTECTION | m2 | 5,136.000 | 2,054.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 1040.05 | 0.30 | 2,788.000 | 836.40
|
TEMPORARY SLOPE PROTECTION | m2 | 2,788.000 | 836.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 1040.06 | 120.00 | 5.600 | 672.00
|
SLOPE PROTECTION MULCH | Mg | 5.600 | 672.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1041.00 | 0.55 | 13,827.000 | 7,604.85
|
SALVAGING AND PLACING TOPSOIL | m2 | 13,827.000 | 7,604.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1101.00 | 6.00 | 337.700 | 2,026.20
|
REMOVE PAVEMENT | m2 | 337.700 | 2,026.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 1701.18 | 30.75 | 12.000 | 369.00
|
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 12.000 | 369.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1701.24 | 41.20 | 12.000 | 494.40
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 12.000 | 494.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 2001.00 | 41.00 | 297.000 | 12,177.00
|
GRAVEL SURFACE COURSE | m3 | 297.000 | 12,177.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 2009.10 | 310.00 | 5.144 | 1,594.64
|
GRAVEL EMBEDMENT | StaM | 5.144 | 1,594.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 7017.00 | 12.00 | 128.500 | 1,542.00
|
REMOVE GUARDRAIL | m | 128.500 | 1,542.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 119,538.51
|
| | Current | 119,538.51
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERT | | |
|
0030 P406.48 | 277.00 | 36.800 | 10,193.60
|
1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | m | 36.800 | 10,193.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 0030.40 | 3,493.79 | 1.000 | 3,493.79
|
MOBILIZATION | LS | 1.000 | 3,493.79
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4050.01 | 15.00 | 60.000 | 900.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 60.000 | 900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERT | | Contracted | 14,587.39
|
| | Current | 14,587.39
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 101+62 | | |
|
0105 0030.60 | 42,000.00 | 1.000 | 42,000.00
|
MOBILIZATION | LS | 1.000 | 42,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0106 1010.01 | 10.00 | 2,775.000 | 27,750.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 2,775.000 | 27,750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0107 3050.15 | 425.00 | 120.600 | 51,255.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 120.600 | 51,255.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0108 3051.10 | 1.45 | 8,240.000 | 11,948.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 8,240.000 | 11,948.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0109 6000.10 | 15,000.00 | 1.000 | 15,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0110 6000.11 | 15,000.00 | 1.000 | 15,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0111 6010.22 | 498.00 | 49.600 | 24,700.80
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 49.600 | 24,700.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0112 6010.26 | 498.00 | 131.700 | 65,586.60
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 131.700 | 65,586.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0113 6040.00 | 25,000.00 | 1.000 | 25,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 25,000.00
|
AT STA. 101+64.44 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0114 6071.11 | 175,000.00 | 1.000 | 175,000.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 175,000.00
|
AT STA. 101+62 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0115 6080.00 | 6.00 | 1,660.000 | 9,960.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 1,660.000 | 9,960.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0116 6104.00 | 38.00 | 35.000 | 1,330.00
|
BROKEN CONCRETE RIPRAP | Mg | 35.000 | 1,330.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0117 6105.02 | 38.00 | 1,220.000 | 46,360.00
|
ROCK RIPRAP, TYPE B | Mg | 1,220.000 | 46,360.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0118 6131.50 | 1.45 | 16,020.000 | 23,229.00
|
EPOXY COATED REINFORCING STEEL | kg | 16,020.000 | 23,229.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0119 6210.50 | 95.00 | 277.200 | 26,334.00
|
PIPE PILING | m | 277.200 | 26,334.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0120 6310.00 | 135.00 | 391.100 | 52,798.50
|
STEEL SHEET PILING | m2 | 391.100 | 52,798.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0121 8091.00 | 48.00 | 220.000 | 10,560.00
|
GRANULAR BACKFILL | m3 | 220.000 | 10,560.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 101+62 | | Contracted | 623,811.90
|
| | Current | 623,811.90
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0122 0030.70 | 4,569.53 | 1.000 | 4,569.53
|
MOBILIZATION | LS | 1.000 | 4,569.53
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0123 7011.20 | 48.00 | 41.910 | 2,011.68
|
W-BEAM GUARDRAIL | m | 41.910 | 2,011.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0124 7020.00 | 1,250.00 | 4.000 | 5,000.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0125 7024.27 | 1,650.00 | 4.000 | 6,600.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 18,181.21
|
| | Current | 18,181.21
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0128 0030.90 | 3,267.77 | 1.000 | 3,267.77
|
MOBILIZATION | LS | 1.000 | 3,267.77
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0132 2020.50 | 38.00 | 155.000 | 5,890.00
|
SURFACING | m2 | 155.000 | 5,890.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 7502.04 | 6.20 | 600.000 | 3,720.00
|
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | m | 600.000 | 3,720.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0138 7503.04 | 6.35 | 75.000 | 476.25
|
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 75.000 | 476.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0140 8051.00 | 22.00 | 77.000 | 1,694.00
|
SOIL BINDER | m3 | 77.000 | 1,694.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0150 9111.00 | 4.00 | 31.000 | 124.00
|
WATER | kL | 31.000 | 124.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0155 9188.50 | 32.00 | 318.000 | 10,176.00
|
SURFACING UNDER GUARDRAIL | m2 | 318.000 | 10,176.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 25,348.02
|
| | Current | 25,348.02
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0157 0001.08 | 0.50 | 1,540.000 | 770.00
|
BARRICADE, TYPE II | BDAY | 1,540.000 | 770.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0158 0001.10 | 1.65 | 880.000 | 1,452.00
|
BARRICADE, TYPE III | BDAY | 880.000 | 1,452.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0159 0001.30 | 1.35 | 220.000 | 297.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 220.000 | 297.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0161 0001.90 | 0.35 | 3,300.000 | 1,155.00
|
SIGN DAY | EACH | 3,300.000 | 1,155.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0162 0002.30 | 2.00 | 250.000 | 500.00
|
PAVEMENT MARKING REMOVAL | m | 250.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0164 0002.39 | 2.00 | 200.000 | 400.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | m | 200.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0170 0010.04 | 2,500.00 | 0.280 | 700.00
|
FIELD OFFICE | EACH | 0.280 | 700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0172 0030.10 | 1,049.15 | 1.000 | 1,049.15
|
MOBILIZATION | LS | 1.000 | 1,049.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0173 9110.01 | 85.00 | 20.000 | 1,700.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0174 9110.02 | 65.00 | 20.000 | 1,300.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,300.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0175 9110.03 | 45.00 | 20.000 | 900.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0176 9110.07 | 35.00 | 20.000 | 700.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 10,923.15
|
| | Current | 10,923.15
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 2,690,897.68
|
---|
| | Current | 2,699,921.68
|
---|
| | In place | 70,151.74
|
---|
| | This Estimate | 50,351.74
|
---|