| | | 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 L006.00 | 100.00 | 28.000 | 2,800.00
|
| COVER CROP SEEDING | ACRE | 28.000 | 2,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 L006.50 | 4,320.00 | 1.000 | 4,320.00
|
| TEMPORARY SEEDING | ACRE | 1.000 | 4,320.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 L020.00 | 2.00 | 365.000 | 730.00
|
| EROSION CONTROL | SY | 365.000 | 730.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 L020.10 | 2.00 | 197.000 | 394.00
|
| EROSION CONTROL, TYPE HV | SY | 197.000 | 394.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 L022.13 | 3.50 | 706.000 | 2,471.00
|
| FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY | LF | 706.000 | 2,471.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 L022.14 | 3.50 | 442.000 | 1,547.00
|
| FABRIC SILT FENCE-LOW PROFILE LOW POROSITY | LF | 442.000 | 1,547.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 0030.10 | 40,000.00 | 1.000 | 40,000.00
|
| MOBILIZATION | LS | 1.000 | 40,000.00
|
| | | 1.000 | 40,000.00
|
| | 1.000 | 40,000.00
|
| | |
|
| 0008 1000.00 | 175.00 | 15.000 | 2,625.00
|
| LARGE TREE REMOVAL | EACH | 15.000 | 2,625.00
|
| | | 2.000 | 350.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 1009.00 | 3,500.00 | 1.000 | 3,500.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 3,500.00
|
| | | 0.150 | 525.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 1010.01 | 3.00 | 3,418.000 | 10,254.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | CY | 3,418.000 | 10,254.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 1011.00 | 7.50 | 1,447.000 | 10,852.50
|
| WATER | MGAL | 1,447.000 | 10,852.50
|
| | | 80.616 | 604.62
|
| | 80.616 | 604.62
|
| | |
|
| 0012 1021.10 | 5.50 | 45.000 | 247.50
|
| REMOVE DELINEATOR UNITS | EACH | 45.000 | 247.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 1030.00 | 5.45 | 103,365.000 | 563,339.25
|
| EARTHWORK MEASURED IN EMBANKMENT | CY | 103,365.000 | 563,339.25
|
| | | 28,616.000 | 155,957.20
|
| | 20,472.000 | 111,572.40
|
| | |
|
| 0014 1041.00 | 0.42 | 72,290.000 | 30,361.80
|
| SALVAGING AND PLACING TOPSOIL | SY | 72,290.000 | 30,361.80
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 1101.00 | 3.50 | 22,975.000 | 80,412.50
|
| REMOVE PAVEMENT | SY | 22,975.000 | 80,412.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 1101.25 | 2.50 | 2,257.000 | 5,642.50
|
| SAWING PAVEMENT | LF | 2,257.000 | 5,642.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 1109.00 | 5.00 | 267.000 | 1,335.00
|
| REMOVE CURB | LF | 267.000 | 1,335.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 1110.99 | 5.00 | 779.500 | 3,897.50
|
| REMOVE AND SALVAGE FENCE | LF | 779.500 | 3,897.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 1122.01 | 4.00 | 445.000 | 1,780.00
|
| REMOVE CONCRETE MEDIAN SURFACING | SY | 445.000 | 1,780.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 7017.00 | 4.00 | 557.200 | 2,228.80
|
| REMOVE GUARDRAIL | LF | 557.200 | 2,228.80
|
| | | 125.000 | 500.00
|
| | 125.000 | 500.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 768,738.35
|
| | Current | 768,738.35
|
| | In place | 197,936.82
|
| | This Estimate | 152,677.02
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | |
|
| 0021 0030.30 | 63,000.00 | 1.000 | 63,000.00
|
| MOBILIZATION | LS | 1.000 | 63,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 1020.06 | 40.00 | 250.000 | 10,000.00
|
| FLEXIBLE POST DELINEATOR | EACH | 250.000 | 10,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 3008.05 | 4.00 | 335.000 | 1,340.00
|
| TIE BARS | EACH | 335.000 | 1,340.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 3012.04 | 20.00 | 840.000 | 16,800.00
|
| CONCRETE 47B-3500 MEDIAN CURB | LF | 840.000 | 16,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 3017.40 | 24.00 | 841.000 | 20,184.00
|
| CONCRETE CLASS 47B-3000 MEDIAN SURFACING | SY | 841.000 | 20,184.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 3075.32 | 23.00 | 644.000 | 14,812.00
|
| 8" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 644.000 | 14,812.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 3075.52 | 25.00 | 14,025.000 | 350,625.00
|
| 10" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 14,025.000 | 350,625.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 3075.56 | 27.50 | 26,928.000 | 740,520.00
|
| 10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 26,928.000 | 740,520.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 3089.25 | 29.00 | 2,524.000 | 73,196.00
|
| TEMPORARY SURFACING | SY | 2,524.000 | 73,196.00
|
| 8" | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 3300.65 | 65.00 | 21.000 | 1,365.00
|
| CONCRETE PAVEMENT THICKNESS CORE | EACH | 21.000 | 1,365.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 6010.40 | 180.00 | 45.600 | 8,208.00
|
| CLASS 47BD-4000 CONCRETE FOR BARRIER | CY | 45.600 | 8,208.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6131.61 | 1.20 | 4,868.000 | 5,841.60
|
| EPOXY COATED REINFORCING STEEL FOR BARRIER | LB | 4,868.000 | 5,841.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 7502.04 | 2.00 | 29,000.000 | 58,000.00
|
| 4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 29,000.000 | 58,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0034 7503.04 | 2.00 | 20,000.000 | 40,000.00
|
| 4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 20,000.000 | 40,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0035 7508.04 | 6.00 | 5,500.000 | 33,000.00
|
| 12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 5,500.000 | 33,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 8029.86 | 2.30 | 40,953.000 | 94,191.90
|
| BITUMINOUS FOUNDATION COURSE 6" | SY | 40,953.000 | 94,191.90
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 9111.00 | 7.25 | 192.000 | 1,392.00
|
| WATER | MGAL | 192.000 | 1,392.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 9170.00 | 88.00 | 266.590 | 23,459.92
|
| EARTH SHOULDER CONSTRUCTION | STA | 266.590 | 23,459.92
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0039 9173.20 | 0.60 | 41,597.000 | 24,958.20
|
| SUBGRADE PREPARATION | SY | 41,597.000 | 24,958.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 9188.50 | 19.00 | 397.000 | 7,543.00
|
| SURFACING UNDER GUARDRAIL | SY | 397.000 | 7,543.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 1,588,436.62
|
| | Current | 1,588,436.62
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 4 CULVERTS | | |
|
| 0041 P070.18 | 27.00 | 48.000 | 1,296.00
|
| 18" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | LF | 48.000 | 1,296.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0042 P070.24 | 31.00 | 48.000 | 1,488.00
|
| 24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | LF | 48.000 | 1,488.00
|
| | | 48.000 | 1,488.00
|
| | 48.000 | 1,488.00
|
| | |
|
| 0043 P120.18 | 30.00 | 51.000 | 1,530.00
|
| 18" CULVERT PIPE, TYPE 2 | LF | 51.000 | 1,530.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 P120.24 | 55.00 | 7.000 | 385.00
|
| 24" CULVERT PIPE, TYPE 2 | LF | 7.000 | 385.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 P120.30 | 59.00 | 203.000 | 11,977.00
|
| 30" CULVERT PIPE TYPE 2 | LF | 203.000 | 11,977.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 P120.48 | 110.00 | 288.000 | 31,680.00
|
| 48" CULVERT PIPE TYPE 2 | LF | 288.000 | 31,680.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0047 P127.48 | 145.00 | 438.000 | 63,510.00
|
| 48" ROUND EQUIVALENT CULVERT PIPE, TYPE 2 | LF | 438.000 | 63,510.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 P128.48 | 95.00 | 188.000 | 17,860.00
|
| 48" CULVERT PIPE, TYPE 2 CLASS IV | LF | 188.000 | 17,860.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0049 P200.48 | 85.00 | 132.000 | 11,220.00
|
| 48" CULVERT PIPE, TYPE 2 OR 5 | LF | 132.000 | 11,220.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0050 P400.18 | 27.00 | 840.000 | 22,680.00
|
| 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 840.000 | 22,680.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0051 P400.24 | 32.00 | 237.000 | 7,584.00
|
| 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 237.000 | 7,584.00
|
| | | 116.000 | 3,712.00
|
| | 116.000 | 3,712.00
|
| | |
|
| 0052 P400.36 | 53.00 | 119.000 | 6,307.00
|
| 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 119.000 | 6,307.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0053 P402.15 | 20.00 | 227.000 | 4,540.00
|
| 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 227.000 | 4,540.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0054 P402.18 | 25.00 | 195.000 | 4,875.00
|
| 18" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 195.000 | 4,875.00
|
| | | 70.560 | 1,764.00
|
| | 70.560 | 1,764.00
|
| | |
|
| 0055 0030.40 | 8,000.00 | 1.000 | 8,000.00
|
| MOBILIZATION | LS | 1.000 | 8,000.00
|
| | | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | |
|
| 0056 1119.00 | 190.00 | 2.000 | 380.00
|
| REMOVE INLET | EACH | 2.000 | 380.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0057 4002.00 | 2.00 | 875.000 | 1,750.00
|
| CAST IRON COVER AND FRAME | LB | 875.000 | 1,750.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0058 4004.50 | 1.50 | 7,065.000 | 10,597.50
|
| CAST IRON GRATE AND FRAME | LB | 7,065.000 | 10,597.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0059 4016.00 | 3,500.00 | 1.000 | 3,500.00
|
| MANHOLE | EACH | 1.000 | 3,500.00
|
| AT STA. 530+83 - 62' LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0060 4018.00 | 450.00 | 2.000 | 900.00
|
| TAPPING EXISTING STRUCTURE | EACH | 2.000 | 900.00
|
| | | 1.000 | 450.00
|
| | 1.000 | 450.00
|
| | |
|
| 0061 4032.00 | 27.00 | 16.000 | 432.00
|
| RELAYING REINFORCED CONCRETE PIPE | LF | 16.000 | 432.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0062 4035.00 | 190.00 | 3.000 | 570.00
|
| REMOVE FLARED-END SECTION | EACH | 3.000 | 570.00
|
| | | 1.000 | 190.00
|
| | 1.000 | 190.00
|
| | |
|
| 0063 4035.25 | 250.00 | 4.000 | 1,000.00
|
| REMOVE AND SALVAGE FLARED-END SECTION | EACH | 4.000 | 1,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0064 4043.00 | 9.00 | 16.000 | 144.00
|
| REMOVE CULVERT PIPE | LF | 16.000 | 144.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0065 4044.00 | 1,200.00 | 1.000 | 1,200.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 1,200.00
|
| AT STA. 104+80.83 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0066 4044.01 | 2,800.00 | 1.000 | 2,800.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 2,800.00
|
| AT STA. 208+90.23 | | 1.000 | 2,800.00
|
| | 0.500 | 1,400.00
|
| | |
|
| 0067 4044.02 | 1,300.00 | 1.000 | 1,300.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 1,300.00
|
| AT STA. 312+05.14 | | 1.000 | 1,300.00
|
| | 1.000 | 1,300.00
|
| | |
|
| 0068 4044.03 | 2,500.00 | 1.000 | 2,500.00
|
| PREPARATION OF STRUCTURE | EACH | 1.000 | 2,500.00
|
| AT STA. 405+82.42 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0069 4050.01 | 10.00 | 1,334.000 | 13,340.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 1,334.000 | 13,340.00
|
| | | 111.000 | 1,110.00
|
| | 111.000 | 1,110.00
|
| | |
|
| 0070 4051.01 | 11.00 | 133.000 | 1,463.00
|
| EXCAVATION FOR BOX CULVERTS | CY | 133.000 | 1,463.00
|
| | | 65.000 | 715.00
|
| | 28.000 | 308.00
|
| | |
|
| 0071 4101.06 | 375.00 | 165.290 | 61,983.75
|
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 165.290 | 61,983.75
|
| | | 108.394 | 40,647.75
|
| | 76.806 | 28,802.25
|
| | |
|
| 0072 4105.59 | 630.00 | 34.210 | 21,552.30
|
| CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 34.210 | 21,552.30
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0073 4107.07 | 750.00 | 3.720 | 2,790.00
|
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 3.720 | 2,790.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0074 4120.06 | 800.00 | 2.360 | 1,888.00
|
| CLASS 47B-3000 OR AX-3000 FOR CONCRETE BOX CULVERT PLUG | CY | 2.360 | 1,888.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0075 4130.06 | 800.00 | 0.180 | 144.00
|
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG | CY | 0.180 | 144.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0076 4151.00 | 0.75 | 15,448.000 | 11,586.00
|
| REINFORCING STEEL FOR BOX CULVERT | LB | 15,448.000 | 11,586.00
|
| | | 9,659.000 | 7,244.25
|
| | 6,877.000 | 5,157.75
|
| | |
|
| 0077 4155.50 | 1.00 | 2,133.000 | 2,133.00
|
| REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 2,133.000 | 2,133.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0078 4157.00 | 1.00 | 219.000 | 219.00
|
| REINFORCING STEEL FOR COLLARS | LB | 219.000 | 219.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0079 4310.15 | 185.00 | 6.000 | 1,110.00
|
| 15" FLARED-END SECTION | EACH | 6.000 | 1,110.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0080 4310.18 | 200.00 | 13.000 | 2,600.00
|
| 18" FLARED-END SECTION | EACH | 13.000 | 2,600.00
|
| | | 1.000 | 200.00
|
| | 1.000 | 200.00
|
| | |
|
| 0081 4310.24 | 400.00 | 3.000 | 1,200.00
|
| 24" FLARED-END SECTION | EACH | 3.000 | 1,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0082 4310.36 | 500.00 | 2.000 | 1,000.00
|
| 36" FLARED-END SECTION | EACH | 2.000 | 1,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0083 4310.48 | 1,000.00 | 8.000 | 8,000.00
|
| 48" FLARED-END SECTION | EACH | 8.000 | 8,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0084 4330.48 | 2,200.00 | 4.000 | 8,800.00
|
| 48" ROUND EQUIVALENT SAFETY SLOPED END SECTION | EACH | 4.000 | 8,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0085 4461.18 | 400.00 | 1.000 | 400.00
|
| INSTALL 18" CONCRETE FLARED-END SECTION | EACH | 1.000 | 400.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0086 4461.24 | 500.00 | 1.000 | 500.00
|
| INSTALL 24" CONCRETE FLARED-END SECTION | EACH | 1.000 | 500.00
|
| | | 2.000 | 1,000.00
|
| | 2.000 | 1,000.00
|
| | |
|
| 0087 4461.30 | 600.00 | 2.000 | 1,200.00
|
| INSTALL 30" CONCRETE FLARED-END SECTION | EACH | 2.000 | 1,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0088 4880.48 | 360.00 | 188.000 | 67,680.00
|
| JACKING 48" CULVERT PIPE, TYPE 2 CLASS IV | LF | 188.000 | 67,680.00
|
| | | 124.000 | 44,640.00
|
| | 124.000 | 44,640.00
|
| | |
|
| GROUP 4 CULVERTS | | Contracted | 431,594.55
|
| | Current | 431,594.55
|
| | In place | 115,261.00
|
| | This Estimate | 99,522.00
|
| | |
|
| GROUP 5 SEEDING | | |
|
| 0089 L001.02 | 580.00 | 28.000 | 16,240.00
|
| SEEDING, TYPE B | ACRE | 28.000 | 16,240.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0090 L020.07 | 4.00 | 1,040.000 | 4,160.00
|
| EROSION CONTROL, TYPE B-1 | SY | 1,040.000 | 4,160.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0091 L032.75 | 85.00 | 56.000 | 4,760.00
|
| MULCH | TON | 56.000 | 4,760.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0092 0030.50 | 1,200.00 | 1.000 | 1,200.00
|
| MOBILIZATION | LS | 1.000 | 1,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 5 SEEDING | | Contracted | 26,360.00
|
| | Current | 26,360.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0093 0030.70 | 1,200.00 | 1.000 | 1,200.00
|
| MOBILIZATION | LS | 1.000 | 1,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0094 7011.20 | 13.00 | 200.000 | 2,600.00
|
| W-BEAM GUARDRAIL | LF | 200.000 | 2,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0095 7020.00 | 1,400.00 | 2.000 | 2,800.00
|
| BRIDGE APPROACH SECTIONS | EACH | 2.000 | 2,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0096 7024.27 | 1,800.00 | 2.000 | 3,600.00
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 2.000 | 3,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 10,200.00
|
| | Current | 10,200.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7B FENCE | | |
|
| 0097 0030.71 | 500.00 | 1.000 | 500.00
|
| MOBILIZATION | LS | 1.000 | 500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0098 7110.04 | 6.00 | 781.000 | 4,686.00
|
| 4 FOOT CHAIN-LINK FENCE | LF | 781.000 | 4,686.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0099 7116.04 | 225.00 | 2.000 | 450.00
|
| CORNER POST FOR 4 FOOT CHAIN-LINK FENCE | EACH | 2.000 | 450.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7B FENCE | | Contracted | 5,636.00
|
| | Current | 5,636.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | |
|
| 0100 A001.12 | 275.00 | 2.000 | 550.00
|
| PULL BOX, TYPE PB-5 | EACH | 2.000 | 550.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0101 A001.16 | 550.00 | 7.000 | 3,850.00
|
| PULL BOX, TYPE PB-6 | EACH | 7.000 | 3,850.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0102 A018.81 | 4,000.00 | 2.000 | 8,000.00
|
| FOUNDATION DESIGN | EACH | 2.000 | 8,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0103 A018.82 | 325.00 | 15.000 | 4,875.00
|
| CONCRETE FOR FOUNDATION | CY | 15.000 | 4,875.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0104 A018.83 | 0.50 | 1,192.000 | 596.00
|
| REINFORCING STEEL | LB | 1,192.000 | 596.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0105 A018.86 | 1,100.00 | 2.000 | 2,200.00
|
| ANCHOR BOLT CAGE | EACH | 2.000 | 2,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0106 A070.14 | 3.00 | 2,376.000 | 7,128.00
|
| 2-INCH CONDUIT IN TRENCH | LF | 2,376.000 | 7,128.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0107 A072.14 | 3.00 | 90.000 | 270.00
|
| 2-INCH CONDUIT UNDER ROADWAY | LF | 90.000 | 270.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0108 A074.14 | 15.00 | 120.000 | 1,800.00
|
| 2-INCH CONDUIT, JACKED | LF | 120.000 | 1,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0109 A080.10 | 1.00 | 7,288.000 | 7,288.00
|
| STREET LIGHTING CABLE, NO. 2 USE | LF | 7,288.000 | 7,288.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0110 A080.22 | 0.50 | 2,586.000 | 1,293.00
|
| STREET LIGHTING CABLE, NO. 6 BARE | LF | 2,586.000 | 1,293.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0111 A704.00 | 6,500.00 | 2.000 | 13,000.00
|
| RELOCATE HIGH MAST LIGHTING UNIT | EACH | 2.000 | 13,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0112 0030.81 | 8,000.00 | 1.000 | 8,000.00
|
| MOBILIZATION | LS | 1.000 | 8,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0113 6210.12 | 20.00 | 384.000 | 7,680.00
|
| HP 10"X42# STEEL PILING | LF | 384.000 | 7,680.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | Contracted | 66,530.00
|
| | Current | 66,530.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 8C SIGNING | | |
|
| 0114 A001.16 | 550.00 | 4.000 | 2,200.00
|
| PULL BOX, TYPE PB-6 | EACH | 4.000 | 2,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0115 A010.08 | 550.00 | 8.000 | 4,400.00
|
| LUMINAIRE, TYPE HPS-150 | EACH | 8.000 | 4,400.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0116 A070.10 | 2.50 | 925.000 | 2,312.50
|
| 1 1/2-INCH CONDUIT IN TRENCH | LF | 925.000 | 2,312.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0117 A080.22 | 0.50 | 1,850.000 | 925.00
|
| STREET LIGHTING CABLE, NO. 6 BARE | LF | 1,850.000 | 925.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0118 A080.24 | 0.80 | 975.000 | 780.00
|
| STREET LIGHTING CABLE, NO. 6 USE | LF | 975.000 | 780.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0119 0030.80 | 20,000.00 | 1.000 | 20,000.00
|
| MOBILIZATION | LS | 1.000 | 20,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0120 7308.10 | 1,300.00 | 9.000 | 11,700.00
|
| REMOVE SIGN | EACH | 9.000 | 11,700.00
|
| POSTS AND FOOTINGS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0121 7312.00 | 27,000.00 | 1.000 | 27,000.00
|
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 27,000.00
|
| NO. 3 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0122 7312.01 | 27,000.00 | 1.000 | 27,000.00
|
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 27,000.00
|
| NO. 5 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0123 7312.02 | 27,000.00 | 1.000 | 27,000.00
|
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 27,000.00
|
| NO. 7 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0124 7312.03 | 27,000.00 | 1.000 | 27,000.00
|
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 27,000.00
|
| NO. 8 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0125 7312.04 | 26,000.00 | 1.000 | 26,000.00
|
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 26,000.00
|
| NO. 10 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0126 7312.05 | 25,000.00 | 1.000 | 25,000.00
|
| OVERHEAD SIGN SUPPORT, LOCATION | EACH | 1.000 | 25,000.00
|
| NO. 12 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0127 7322.01 | 160.00 | 203.556 | 32,568.96
|
| TYPE B SIGN | SY | 203.556 | 32,568.96
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0128 7340.00 | 4.00 | 3,720.000 | 14,880.00
|
| STRUCTURAL STEEL FOR SIGN SUPPORTS | LB | 3,720.000 | 14,880.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0129 7360.24 | 500.00 | 12.000 | 6,000.00
|
| 24" SIGN SUPPORT FOOTING | EACH | 12.000 | 6,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0130 7360.30 | 700.00 | 4.000 | 2,800.00
|
| 30" SIGN SUPPORT FOOTING | EACH | 4.000 | 2,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 8C SIGNING | | Contracted | 257,566.46
|
| | Current | 257,566.46
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0131 0001.08 | 0.90 | 6,500.000 | 5,850.00
|
| BARRICADE, TYPE II | BDAY | 6,500.000 | 5,850.00
|
| | | 54.000 | 48.60
|
| | 54.000 | 48.60
|
| | |
|
| 0132 0001.10 | 2.00 | 780.000 | 1,560.00
|
| BARRICADE, TYPE III | BDAY | 780.000 | 1,560.00
|
| | | 418.000 | 836.00
|
| | 248.000 | 496.00
|
| | |
|
| 0133 0001.30 | 1.00 | 780.000 | 780.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 780.000 | 780.00
|
| | | 216.000 | 216.00
|
| | 112.000 | 112.00
|
| | |
|
| 0134 0001.75 | 6.00 | 1,820.000 | 10,920.00
|
| TEMPORARY SIGN DAY | EACH | 1,820.000 | 10,920.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0135 0001.90 | 0.60 | 5,070.000 | 3,042.00
|
| SIGN DAY | EACH | 5,070.000 | 3,042.00
|
| | | 1,997.000 | 1,198.20
|
| | 1,199.000 | 719.40
|
| | |
|
| 0136 0002.30 | 0.40 | 10,000.000 | 4,000.00
|
| PAVEMENT MARKING REMOVAL | LF | 10,000.000 | 4,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0137 0002.31 | 0.50 | 25,000.000 | 12,500.00
|
| TEMPORARY PAVEMENT MARKING | LF | 25,000.000 | 12,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0138 0002.61 | 40.00 | 125.000 | 5,000.00
|
| PLOWABLE PAVEMENT MARKER | EACH | 125.000 | 5,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0139 0002.97 | 35.00 | 230.000 | 8,050.00
|
| FLASHING ARROW PANEL | DAY | 230.000 | 8,050.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0140 0003.10 | 150.00 | 140.000 | 21,000.00
|
| FLAGGING | DAY | 140.000 | 21,000.00
|
| | | 9.000 | 1,350.00
|
| | 9.000 | 1,350.00
|
| | |
|
| 0141 0005.10 | 65.00 | 195.000 | 12,675.00
|
| TRAFFIC CONTROL MANAGEMENT | DAY | 195.000 | 12,675.00
|
| | | 27.000 | 1,755.00
|
| | 14.000 | 910.00
|
| | |
|
| 0142 0010.04 | 1,500.00 | 1.000 | 1,500.00
|
| FIELD OFFICE | EACH | 1.000 | 1,500.00
|
| | | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | |
|
| 0143 0030.00 | 6,000.00 | 1.000 | 6,000.00
|
| MOBILIZATION | LS | 1.000 | 6,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0144 1017.50 | 40,000.00 | 1.000 | 40,000.00
|
| CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 40,000.00
|
| | | 0.100 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0145 9110.01 | 55.00 | 10.000 | 550.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 550.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0146 9110.03 | 55.00 | 10.000 | 550.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 550.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0147 9110.06 | 55.00 | 10.000 | 550.00
|
| RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 10.000 | 550.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0148 9110.07 | 25.00 | 10.000 | 250.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 250.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 134,777.00
|
| | Current | 134,777.00
|
| | In place | 10,903.80
|
| | This Estimate | 5,136.00
|
| | |
|
| Totals for contract | | Contracted | 3,289,838.98
|
|---|
| | Current | 3,289,838.98
|
|---|
| | In place | 324,101.62
|
|---|
| | This Estimate | 257,335.02
|
|---|