| | | 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 | 6,900.00 | 1.000 | 6,900.00
|
| MOBILIZATION | LS | 1.000 | 6,900.00
|
| | | 1.000 | 6,900.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 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
|
| | 0.500 | 1,000.00
|
| | |
|
| 0003 1011.00 | 2.00 | 127.000 | 254.00
|
| WATER | MGAL | 127.000 | 254.00
|
| | | 5.380 | 10.76
|
| | 0.000 | 0.00
|
| | |
|
| 0004 1030.00 | 5.25 | 18,751.000 | 98,442.75
|
| EARTHWORK MEASURED IN EMBANKMENT | CY | 18,751.000 | 98,442.75
|
| | | 16,309.000 | 85,622.25
|
| | 9,000.000 | 47,250.00
|
| | |
|
| 0005 1101.00 | 4.50 | 1,640.000 | 7,380.00
|
| REMOVE PAVEMENT | SY | 1,640.000 | 7,380.00
|
| | | 1,613.240 | 7,259.58
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1101.25 | 2.50 | 167.000 | 417.50
|
| SAWING PAVEMENT | LF | 167.000 | 417.50
|
| | | 90.000 | 225.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1102.00 | 3.00 | 4,681.000 | 14,043.00
|
| REMOVE ASPHALT SURFACE | SY | 4,681.000 | 14,043.00
|
| | | 4,201.900 | 12,605.70
|
| | 0.000 | 0.00
|
| | |
|
| 0008 7017.00 | 3.00 | 902.000 | 2,706.00
|
| REMOVE GUARDRAIL | LF | 902.000 | 2,706.00
|
| | | 902.700 | 2,708.10
|
| | 300.700 | 902.10
|
| | |
|
| 0009 L020.00 | 1.30 | 26,573.000 | 34,544.90
|
| EROSION CONTROL | SY | 26,573.000 | 34,544.90
|
| | | 10,890.699 | 14,157.91
|
| | 10,890.699 | 14,157.91
|
| | |
|
| GROUP 1 GRADING | | Contracted | 166,688.15
|
| | Current | 166,688.15
|
| | In place | 131,489.30
|
| | This Estimate | 63,310.01
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | |
|
| 0010 0030.30 | 13,000.00 | 1.000 | 13,000.00
|
| MOBILIZATION | LS | 1.000 | 13,000.00
|
| | | 1.000 | 13,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 3008.05 | 3.00 | 1,137.000 | 3,411.00
|
| TIE BARS | EACH | 1,137.000 | 3,411.00
|
| | | 1,148.000 | 3,444.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 3017.40 | 29.00 | 45.000 | 1,305.00
|
| CONCRETE CLASS 47B-3000 MEDIAN SURFACING | SY | 45.000 | 1,305.00
|
| | | 39.649 | 1,149.82
|
| | 0.390 | 11.31
|
| | |
|
| 0013 3075.52 | 27.40 | 3,769.000 | 103,270.60
|
| 10" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 3,769.000 | 103,270.60
|
| | | 4,622.770 | 126,663.91
|
| | 0.000 | 0.00
|
| | |
|
| 0014 3075.56 | 28.40 | 5,592.000 | 158,812.80
|
| 10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 5,592.000 | 158,812.80
|
| | | 5,237.070 | 148,732.83
|
| | 0.000 | 0.00
|
| | |
|
| 0015 3089.25 | 27.95 | 1,600.000 | 44,720.00
|
| TEMPORARY SURFACING | SY | 1,600.000 | 44,720.00
|
| 8" | | 134.732 | 3,765.76
|
| | 0.000 | 0.00
|
| | |
|
| 0016 3223.10 | 85.00 | 218.000 | 18,530.00
|
| 10" CONCRETE PAVEMENT, CLASS PR-3500 | SY | 218.000 | 18,530.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 3300.65 | 100.00 | 5.000 | 500.00
|
| CONCRETE PAVEMENT THICKNESS CORE | EACH | 5.000 | 500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 4024.73 | 2,000.00 | 1.000 | 2,000.00
|
| CONCRETE FLUME, TYPE IV | EACH | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | -1.000 | -2,000.00
|
| | |
|
| 0019 7502.14 | 2.10 | 4,635.000 | 9,733.50
|
| 4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 4,635.000 | 9,733.50
|
| | | 1,119.000 | 2,349.90
|
| | 0.000 | 0.00
|
| | |
|
| 0020 7503.14 | 2.15 | 6,280.000 | 13,502.00
|
| 4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 6,280.000 | 13,502.00
|
| | | 1,546.000 | 3,323.90
|
| | 0.000 | 0.00
|
| | |
|
| 0021 7508.14 | 6.05 | 611.000 | 3,696.55
|
| 12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 611.000 | 3,696.55
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 7509.14 | 6.25 | 400.000 | 2,500.00
|
| 12" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 400.000 | 2,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 8029.84 | 3.50 | 8,998.000 | 31,493.00
|
| BITUMINOUS FOUNDATION COURSE 4" | SY | 8,998.000 | 31,493.00
|
| | | 10,259.271 | 35,907.45
|
| | 0.000 | 0.00
|
| | |
|
| 0024 9005.00 | 150.00 | 10.000 | 1,500.00
|
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 10.000 | 1,500.00
|
| SP4 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 9111.00 | 10.00 | 40.000 | 400.00
|
| WATER | MGAL | 40.000 | 400.00
|
| | | 16.140 | 161.40
|
| | 0.000 | 0.00
|
| | |
|
| 0026 9170.00 | 100.00 | 51.386 | 5,138.60
|
| EARTH SHOULDER CONSTRUCTION | STA | 51.386 | 5,138.60
|
| | | 24.374 | 2,437.40
|
| | 24.374 | 2,437.40
|
| | |
|
| 0027 9173.20 | 0.75 | 9,692.000 | 7,269.00
|
| SUBGRADE PREPARATION | SY | 9,692.000 | 7,269.00
|
| | | 9,739.271 | 7,304.45
|
| | 0.000 | 0.00
|
| | |
|
| 0028 9188.50 | 25.00 | 331.000 | 8,275.00
|
| SURFACING UNDER GUARDRAIL | SY | 331.000 | 8,275.00
|
| | | 404.262 | 10,106.55
|
| | 404.262 | 10,106.55
|
| | |
|
| 0029 P402.15 | 20.00 | 60.000 | 1,200.00
|
| 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 60.000 | 1,200.00
|
| | | 73.000 | 1,460.00
|
| | 0.440 | 8.80
|
| | |
|
| 4004 4024.77 | 2,200.00 | 0.000 | 0.00
|
| CONCRETE FLUME, TYPE VIII | EACH | 1.000 | 2,200.00
|
| | | 1.000 | 2,200.00
|
| | 1.000 | 2,200.00
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 430,257.05
|
| | Current | 430,457.05
|
| | In place | 362,007.37
|
| | This Estimate | 12,764.06
|
| | |
|
| GROUP 4 CULVERT | | |
|
| 0030 0030.40 | 3,500.00 | 1.000 | 3,500.00
|
| MOBILIZATION | LS | 1.000 | 3,500.00
|
| | | 0.520 | 1,820.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 4004.50 | 2.60 | 265.000 | 689.00
|
| CAST IRON GRATE AND FRAME | LB | 265.000 | 689.00
|
| | | 265.000 | 689.00
|
| | 265.000 | 689.00
|
| | |
|
| 0032 4035.25 | 200.00 | 3.000 | 600.00
|
| REMOVE AND SALVAGE FLARED-END SECTION | EACH | 3.000 | 600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 4050.01 | 10.00 | 14.000 | 140.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 14.000 | 140.00
|
| | | 14.000 | 140.00
|
| | 14.000 | 140.00
|
| | |
|
| 0034 4105.59 | 1,000.00 | 0.850 | 850.00
|
| CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 0.850 | 850.00
|
| | | 2.250 | 2,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0035 4107.07 | 500.00 | 2.850 | 1,425.00
|
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 2.850 | 1,425.00
|
| | | 0.470 | 235.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 4155.50 | 1.00 | 43.000 | 43.00
|
| REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 43.000 | 43.00
|
| | | 141.500 | 141.50
|
| | -0.500 | -0.50
|
| | |
|
| 0037 4157.00 | 1.00 | 179.000 | 179.00
|
| REINFORCING STEEL FOR COLLARS | LB | 179.000 | 179.00
|
| | | 40.000 | 40.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 4310.18 | 400.00 | 1.000 | 400.00
|
| 18" FLARED-END SECTION | EACH | 1.000 | 400.00
|
| | | 1.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0039 4461.24 | 500.00 | 1.000 | 500.00
|
| INSTALL 24" CONCRETE FLARED-END SECTION | EACH | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 4461.48 | 1,100.00 | 2.000 | 2,200.00
|
| INSTALL 48" CONCRETE FLARED-END SECTION | EACH | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 P120.24 | 100.00 | 5.000 | 500.00
|
| 24" CULVERT PIPE, TYPE 2 | LF | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0042 P120.48 | 110.00 | 44.000 | 4,840.00
|
| 48" CULVERT PIPE, TYPE 2 | LF | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0043 P400.18 | 24.00 | 98.000 | 2,352.00
|
| 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 98.000 | 2,352.00
|
| | | 96.000 | 2,304.00
|
| | 0.000 | 0.00
|
| | |
|
| 4000 P120.30 | 162.50 | 0.000 | 0.00
|
| 30" CULVERT PIPE, TYPE 2 | LF | 4.000 | 650.00
|
| | | 4.000 | 650.00
|
| | 0.000 | 0.00
|
| | |
|
| 4001 P120.54 | 130.00 | 0.000 | 0.00
|
| 54" CULVERT PIPE, TYPE 2 | LF | 48.000 | 6,240.00
|
| | | 48.000 | 6,240.00
|
| | 0.000 | 0.00
|
| | |
|
| 4005 4461.30 | 500.00 | 0.000 | 0.00
|
| INSTALL 30" CONCRETE FLARED-END SECTION | EACH | 1.000 | 500.00
|
| | | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
| 4006 4461.54 | 1,100.00 | 0.000 | 0.00
|
| INSTALL 54" CONCRETE FLARED-END SECTION | EACH | 2.000 | 2,200.00
|
| | | 2.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4 CULVERT | | Contracted | 18,218.00
|
| | Current | 19,768.00
|
| | In place | 17,609.50
|
| | This Estimate | 828.50
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0044 0030.70 | 1,500.00 | 1.000 | 1,500.00
|
| MOBILIZATION | LS | 1.000 | 1,500.00
|
| | | 0.991 | 1,486.50
|
| | 0.991 | 1,486.50
|
| | |
|
| 0045 7011.20 | 12.02 | 250.000 | 3,005.00
|
| W-BEAM GUARDRAIL | LF | 250.000 | 3,005.00
|
| | | 250.000 | 3,005.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 7020.00 | 1,223.00 | 4.000 | 4,892.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,892.00
|
| | | 4.000 | 4,892.00
|
| | 0.000 | 0.00
|
| | |
|
| 0047 7024.27 | 1,368.00 | 4.000 | 5,472.00
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 5,472.00
|
| | | 4.000 | 5,472.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 14,869.00
|
| | Current | 14,869.00
|
| | In place | 14,855.50
|
| | This Estimate | 1,486.50
|
| | |
|
| GROUP 8B ELECTRICAL | | |
|
| 0048 0030.81 | 5,500.00 | 1.000 | 5,500.00
|
| MOBILIZATION | LS | 1.000 | 5,500.00
|
| | | 1.000 | 5,500.00
|
| | 1.000 | 5,500.00
|
| | |
|
| 0049 6210.12 | 30.00 | 270.000 | 8,100.00
|
| HP 10"X42# STEEL PILING | LF | 270.000 | 8,100.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0050 A001.01 | 412.00 | 2.000 | 824.00
|
| PULL BOX, TYPE PB-1 | EACH | 2.000 | 824.00
|
| | | 2.000 | 824.00
|
| | 2.000 | 824.00
|
| | |
|
| 0051 A001.02 | 350.00 | 1.000 | 350.00
|
| PULL BOX, TYPE PB-1A | EACH | 1.000 | 350.00
|
| | | 1.000 | 350.00
|
| | 1.000 | 350.00
|
| | |
|
| 0052 A001.06 | 500.00 | 1.000 | 500.00
|
| PULL BOX, TYPE PB-2A | EACH | 1.000 | 500.00
|
| | | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | |
|
| 0053 A003.10 | 685.00 | 4.000 | 2,740.00
|
| TRAFFIC SIGNAL, TYPE TS-1 | EACH | 4.000 | 2,740.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0054 A003.20 | 725.00 | 2.000 | 1,450.00
|
| TRAFFIC SIGNAL, TYPE TS-1A | EACH | 2.000 | 1,450.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0055 A004.15 | 725.00 | 1.000 | 725.00
|
| TRAFFIC SIGNAL, TYPE TS-1B | EACH | 1.000 | 725.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0056 A006.98 | 142.50 | 6.000 | 855.00
|
| VEHICLE DETECTOR, TYPE A PREFORMED | EACH | 6.000 | 855.00
|
| | | 6.000 | 855.00
|
| | 0.000 | 0.00
|
| | |
|
| 0057 A007.00 | 160.00 | 4.000 | 640.00
|
| VEHICLE DETECTOR, TYPE B PREFORMED | EACH | 4.000 | 640.00
|
| | | 4.000 | 640.00
|
| | 0.000 | 0.00
|
| | |
|
| 0058 A007.08 | 340.00 | 1.000 | 340.00
|
| VEHICLE DETECTOR, TYPE TD-3 | EACH | 1.000 | 340.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0059 A016.65 | 3,955.00 | 3.000 | 11,865.00
|
| MAST ARM SIGNAL POLE, TYPE MP-45 | EACH | 3.000 | 11,865.00
|
| | | 3.000 | 11,865.00
|
| | 3.000 | 11,865.00
|
| | |
|
| 0060 A018.81 | 1,250.00 | 2.000 | 2,500.00
|
| FOUNDATION DESIGN | EACH | 2.000 | 2,500.00
|
| | | 1.000 | 1,250.00
|
| | 1.000 | 1,250.00
|
| | |
|
| 0061 A018.82 | 200.00 | 32.000 | 6,400.00
|
| CONCRETE FOR FOUNDATION | CY | 32.000 | 6,400.00
|
| | | 7.800 | 1,560.00
|
| | 7.800 | 1,560.00
|
| | |
|
| 0062 A018.83 | 0.50 | 3,200.000 | 1,600.00
|
| REINFORCING STEEL | LB | 3,200.000 | 1,600.00
|
| | | 1,600.000 | 800.00
|
| | 1,600.000 | 800.00
|
| | |
|
| 0063 A018.86 | 175.00 | 12.000 | 2,100.00
|
| ANCHOR BOLT CAGE | EACH | 12.000 | 2,100.00
|
| | | 6.000 | 1,050.00
|
| | 6.000 | 1,050.00
|
| | |
|
| 0064 A070.10 | 7.00 | 21.000 | 147.00
|
| 1 1/2-INCH CONDUIT IN TRENCH | LF | 21.000 | 147.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0065 A070.14 | 3.00 | 728.000 | 2,184.00
|
| 2-INCH CONDUIT IN TRENCH | LF | 728.000 | 2,184.00
|
| | | 804.000 | 2,412.00
|
| | 728.000 | 2,184.00
|
| | |
|
| 0066 A070.18 | 10.00 | 15.000 | 150.00
|
| 3-INCH CONDUIT IN TRENCH | LF | 15.000 | 150.00
|
| | | 134.000 | 1,340.00
|
| | 134.000 | 1,340.00
|
| | |
|
| 0067 A074.14 | 12.00 | 193.000 | 2,316.00
|
| 2-INCH CONDUIT, JACKED | LF | 193.000 | 2,316.00
|
| | | 600.000 | 7,200.00
|
| | 600.000 | 7,200.00
|
| | |
|
| 0068 A074.18 | 12.75 | 96.000 | 1,224.00
|
| 3-INCH CONDUIT, JACKED | LF | 96.000 | 1,224.00
|
| | | 96.000 | 1,224.00
|
| | 96.000 | 1,224.00
|
| | |
|
| 0069 A077.22 | 1.00 | 229.000 | 229.00
|
| 12/C #14 AWG TRAFFIC SIGNAL CABLE | LF | 229.000 | 229.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0070 A079.01 | 0.50 | 696.000 | 348.00
|
| 2/C #14 AWG DETECTOR LEAD-IN CABLE | LF | 696.000 | 348.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0071 A079.50 | 0.30 | 856.000 | 256.80
|
| GROUNDING CONDUCTOR | LF | 856.000 | 256.80
|
| | | 856.000 | 256.80
|
| | 856.000 | 256.80
|
| | |
|
| 0072 A079.55 | 0.40 | 1,254.000 | 501.60
|
| SERVICE CABLE | LF | 1,254.000 | 501.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0073 A080.15 | 1.50 | 46.000 | 69.00
|
| STREET LIGHTING CABLE, NO. 4 USE | LF | 5,476.000 | 8,214.00
|
| | | 10,319.000 | 15,478.50
|
| | 0.000 | 0.00
|
| | |
|
| 0074 A080.22 | 1.25 | 23.000 | 28.75
|
| STREET LIGHTING CABLE, NO. 6 BARE | LF | 2,738.000 | 3,422.50
|
| | | 2,373.000 | 2,966.25
|
| | 0.000 | 0.00
|
| | |
|
| 0075 A500.20 | 750.00 | 1.000 | 750.00
|
| INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | EACH | 1.000 | 750.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0076 A704.00 | 2,700.00 | 2.000 | 5,400.00
|
| RELOCATE HIGH MAST LIGHTING UNIT | EACH | 2.000 | 5,400.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0077 A800.70 | 10.00 | 97.000 | 970.00
|
| MAINTENANCE OF LIGHTING UNITS | DAY | 97.000 | 970.00
|
| | | 99.000 | 990.00
|
| | 99.000 | 990.00
|
| | |
|
| 4007 A001.16 | 690.375 | 0.000 | 0.00
|
| PULL BOX, TYPE PB-6 | EACH | 7.000 | 4,832.63
|
| | | 1.000 | 690.38
|
| | 0.000 | 0.00
|
| | |
|
| 4008 6951.10 | 47.966 | 0.000 | 0.00
|
| CONNECTOR | EACH | 44.000 | 2,110.50
|
| URD | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | Contracted | 61,063.15
|
| | Current | 79,545.03
|
| | In place | 57,751.93
|
| | This Estimate | 36,893.80
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0078 0001.08 | 0.50 | 3,850.000 | 1,925.00
|
| BARRICADE, TYPE II | BDAY | 3,850.000 | 1,925.00
|
| | | 12,574.000 | 6,287.00
|
| | 1,244.000 | 622.00
|
| | |
|
| 0079 0001.10 | 1.15 | 550.000 | 632.50
|
| BARRICADE, TYPE III | BDAY | 550.000 | 632.50
|
| | | 1,720.000 | 1,978.00
|
| | 242.000 | 278.30
|
| | |
|
| 0080 0001.75 | 4.00 | 70.000 | 280.00
|
| TEMPORARY SIGN DAY | EACH | 70.000 | 280.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0081 0001.90 | 0.40 | 3,207.000 | 1,282.80
|
| SIGN DAY | EACH | 3,207.000 | 1,282.80
|
| | | 3,061.000 | 1,224.40
|
| | 322.000 | 128.80
|
| | |
|
| 0082 0001.98 | 1.40 | 108.000 | 151.20
|
| CONTRACTOR FURNISHED SIGN | EACH | 108.000 | 151.20
|
| | | 48.000 | 67.20
|
| | 0.000 | 0.00
|
| | |
|
| 0083 0003.10 | 200.00 | 60.000 | 12,000.00
|
| FLAGGING | DAY | 60.000 | 12,000.00
|
| | | 156.000 | 31,200.00
|
| | 15.000 | 3,000.00
|
| | |
|
| 0084 0005.10 | 60.00 | 97.000 | 5,820.00
|
| TRAFFIC CONTROL MANAGEMENT | DAY | 97.000 | 5,820.00
|
| | | 110.000 | 6,600.00
|
| | 14.000 | 840.00
|
| | |
|
| 0085 0010.04 | 2,500.00 | 1.000 | 2,500.00
|
| FIELD OFFICE | EACH | 1.000 | 2,500.00
|
| | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0086 0030.00 | 3,000.00 | 1.000 | 3,000.00
|
| MOBILIZATION | LS | 1.000 | 3,000.00
|
| | | 0.950 | 2,850.00
|
| | 0.000 | 0.00
|
| | |
|
| 0087 9110.01 | 50.00 | 5.000 | 250.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 5.000 | 250.00
|
| | | 4.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0088 9110.02 | 50.00 | 5.000 | 250.00
|
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 5.000 | 250.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0089 9110.03 | 45.00 | 5.000 | 225.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 5.000 | 225.00
|
| | | 2.000 | 90.00
|
| | 0.000 | 0.00
|
| | |
|
| 0090 9110.07 | 35.00 | 5.000 | 175.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 5.000 | 175.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 4002 0002.31 | 1.05 | 0.000 | 0.00
|
| TEMPORARY PAVEMENT MARKING | LF | 33,000.000 | 34,650.00
|
| | | 16,723.000 | 17,559.15
|
| | 0.000 | 0.00
|
| | |
|
| 4003 0002.30 | 0.63 | 0.000 | 0.00
|
| PAVEMENT MARKING REMOVAL | LF | 3,000.000 | 1,890.00
|
| | | 2,018.000 | 1,271.34
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 28,491.50
|
| | Current | 65,031.50
|
| | In place | 71,827.09
|
| | This Estimate | 4,869.10
|
| | |
|
| Totals for contract | | Contracted | 719,586.85
|
|---|
| | Current | 776,358.73
|
|---|
| | In place | 655,540.69
|
|---|
| | This Estimate | 120,151.97
|
|---|