| | | 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 | 10,000.00 | 1.000 | 10,000.00
|
| MOBILIZATION | LS | 1.000 | 10,000.00
|
| | | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
|
| | |
|
| 0002 1009.00 | 1,000.00 | 1.000 | 1,000.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,000.00
|
| | | 0.100 | 100.00
|
| | 0.100 | 100.00
|
| | |
|
| 0003 1010.01 | 5.70 | 7,750.000 | 44,175.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | CY | 7,750.000 | 44,175.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 1011.00 | 8.00 | 315.000 | 2,520.00
|
| WATER | MGAL | 315.000 | 2,520.00
|
| | | 27.680 | 221.44
|
| | 27.680 | 221.44
|
| | |
|
| 0005 1012.00 | 90.00 | 5.000 | 450.00
|
| RIGHT-OF-WAY MARKERS | EACH | 5.000 | 450.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1030.00 | 7.50 | 8,370.000 | 62,775.00
|
| EARTHWORK MEASURED IN EMBANKMENT | CY | 8,370.000 | 62,775.00
|
| | | 7,480.000 | 56,100.00
|
| | 7,480.000 | 56,100.00
|
| | |
|
| 0007 1040.05 | 0.90 | 3,830.000 | 3,447.00
|
| TEMPORARY SLOPE PROTECTION | SY | 3,830.000 | 3,447.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 1101.00 | 6.50 | 2,965.000 | 19,272.50
|
| REMOVE PAVEMENT | SY | 2,965.000 | 19,272.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 1102.00 | 3.85 | 3,795.000 | 14,610.75
|
| REMOVE ASPHALT SURFACE | SY | 3,795.000 | 14,610.75
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 4350.42 | 110.00 | 64.000 | 7,040.00
|
| 42" CORRUGATED METAL PIPE | LF | 64.000 | 7,040.00
|
| | | 64.000 | 7,040.00
|
| | 64.000 | 7,040.00
|
| | |
|
| 0011 7017.50 | 1.15 | 1,075.000 | 1,236.25
|
| REMOVE & SALVAGE GUARDRAIL | LF | 1,075.000 | 1,236.25
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 L020.00 | 2.00 | 2,093.000 | 4,186.00
|
| EROSION CONTROL | SY | 2,093.000 | 4,186.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 170,712.50
|
| | Current | 170,712.50
|
| | In place | 73,461.44
|
| | This Estimate | 73,461.44
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | |
|
| 0013 0002.55 | 10.25 | 79.890 | 818.87
|
| OVERLAY BROKEN LINES | STA | 79.890 | 818.87
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 0002.60 | 10.25 | 159.780 | 1,637.75
|
| OVERLAY SOLID LINES | STA | 159.780 | 1,637.75
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 0030.90 | 80,000.00 | 1.000 | 80,000.00
|
| MOBILIZATION | LS | 1.000 | 80,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 1020.06 | 38.00 | 12.000 | 456.00
|
| FLEXIBLE POST DELINEATOR | EACH | 12.000 | 456.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 2001.00 | 35.00 | 5.000 | 175.00
|
| GRAVEL SURFACE COURSE | CY | 5.000 | 175.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 3008.15 | 35.70 | 726.000 | 25,918.20
|
| DOWEL BAR RETROFIT | EACH | 726.000 | 25,918.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 3040.11 | 255.00 | 2.000 | 510.00
|
| CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | SY | 2.000 | 510.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 3040.12 | 255.00 | 21.300 | 5,431.50
|
| CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | SY | 21.300 | 5,431.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 3040.13 | 255.00 | 18.700 | 4,768.50
|
| CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | SY | 18.700 | 4,768.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 3075.52 | 33.65 | 1,225.000 | 41,221.25
|
| 10" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 1,225.000 | 41,221.25
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 3075.56 | 35.70 | 7,305.000 | 260,788.50
|
| 10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 7,305.000 | 260,788.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 3210.10 | 4.25 | 2,626.000 | 11,160.50
|
| DIAMOND GRINDING AND TEXTURING CONCRETE PAVEMENT | SY | 2,626.000 | 11,160.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 3211.25 | 1.05 | 194.000 | 203.70
|
| SEALING CRACKS | LF | 194.000 | 203.70
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 3211.30 | 1.05 | 5,016.000 | 5,266.80
|
| SEALING JOINTS | LF | 5,016.000 | 5,266.80
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 3300.50 | 1,000.00 | 1.000 | 1,000.00
|
| PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 1,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 7502.14 | 2.80 | 2,300.000 | 6,440.00
|
| 4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 2,300.000 | 6,440.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 7503.14 | 2.85 | 1,800.000 | 5,130.00
|
| 4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 1,800.000 | 5,130.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 8029.04 | 2.95 | 7,610.000 | 22,449.50
|
| AGGREGATE FOUNDATION COURSE 4" | SY | 7,610.000 | 22,449.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 8029.84 | 2.25 | 2,290.000 | 5,152.50
|
| BITUMINOUS FOUNDATION COURSE 4" | SY | 2,290.000 | 5,152.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 9000.75 | 19.00 | 500.000 | 9,500.00
|
| ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 9,500.00
|
| SP4(0.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 9005.00 | 45.15 | 500.000 | 22,575.00
|
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 500.000 | 22,575.00
|
| SP4(0.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0034 9005.45 | 38.85 | 4,120.000 | 160,062.00
|
| ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 4,120.000 | 160,062.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0035 9009.00 | 6.25 | 190.000 | 1,187.50
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 190.000 | 1,187.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 9009.75 | 29.00 | 4,442.000 | 128,818.00
|
| TEMPORARY SURFACING | SY | 4,442.000 | 128,818.00
|
| 8" | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 9020.94 | 236.50 | 27.000 | 6,385.50
|
| PERFORMANCE GRADED BINDER (64-28) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 6,385.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 9021.08 | 236.50 | 249.480 | 59,002.02
|
| PERFORMANCE GRADED BINDER (64-28) | TON | 249.480 | 59,002.02
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0039 9053.00 | 1.25 | 1,950.000 | 2,437.50
|
| TACK COAT | GAL | 1,950.000 | 2,437.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 9111.00 | 8.00 | 73.000 | 584.00
|
| WATER | MGAL | 73.000 | 584.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 9170.00 | 160.00 | 111.938 | 17,910.08
|
| EARTH SHOULDER CONSTRUCTION | STA | 111.938 | 17,910.08
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0042 9173.20 | 0.85 | 14,830.000 | 12,605.50
|
| SUBGRADE PREPARATION | SY | 14,830.000 | 12,605.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0043 9179.23 | 365.00 | 27.694 | 10,108.31
|
| COLD MILLING, CLASS 3 | STA | 27.694 | 10,108.31
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 9188.50 | 19.50 | 347.000 | 6,766.50
|
| SURFACING UNDER GUARDRAIL | SY | 347.000 | 6,766.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 9300.52 | 3,000.00 | 1.000 | 3,000.00
|
| ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | LS | 1.000 | 3,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 L001.02 | 1,615.00 | 3.200 | 5,168.00
|
| SEEDING, TYPE B | ACRE | 3.200 | 5,168.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0047 L032.75 | 102.00 | 7.000 | 714.00
|
| MULCH | TON | 7.000 | 714.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 925,352.48
|
| | Current | 925,352.48
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6 BRIDGE | | |
|
| 0048 0030.60 | 2,100.00 | 1.000 | 2,100.00
|
| MOBILIZATION | LS | 1.000 | 2,100.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0049 6010.26 | 1,000.00 | 5.600 | 5,600.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 5.600 | 5,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0050 6020.00 | 1.02 | 4,600.000 | 4,692.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 4,600.000 | 4,692.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE | | Contracted | 12,392.00
|
| | Current | 12,392.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0051 0030.70 | 1,625.00 | 1.000 | 1,625.00
|
| MOBILIZATION | LS | 1.000 | 1,625.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0052 7011.20 | 12.25 | 300.000 | 3,675.00
|
| W-BEAM GUARDRAIL | LF | 300.000 | 3,675.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0053 7020.00 | 1,785.00 | 8.000 | 14,280.00
|
| BRIDGE APPROACH SECTIONS | EACH | 8.000 | 14,280.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0054 7024.27 | 1,630.00 | 8.000 | 13,040.00
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 8.000 | 13,040.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 32,620.00
|
| | Current | 32,620.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | |
|
| 0055 0030.81 | 2,500.00 | 1.000 | 2,500.00
|
| MOBILIZATION | LS | 1.000 | 2,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0056 A001.12 | 410.00 | 1.000 | 410.00
|
| PULL BOX, TYPE PB-5 | EACH | 1.000 | 410.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0057 A009.14 | 1,950.00 | 5.000 | 9,750.00
|
| STREET LIGHTING UNIT, TYPE SL-BT-40-12-0.25 | EACH | 5.000 | 9,750.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0058 A020.10 | 925.00 | 1.000 | 925.00
|
| LIGHTING CONTROL CENTER, TYPE D | EACH | 1.000 | 925.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0059 A070.10 | 2.05 | 539.000 | 1,104.95
|
| 1 1/2-INCH CONDUIT IN TRENCH | LF | 539.000 | 1,104.95
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0060 A072.10 | 2.60 | 171.000 | 444.60
|
| 1 1/2-INCH CONDUIT UNDER ROADWAY | LF | 171.000 | 444.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0061 A080.22 | 0.41 | 710.000 | 291.10
|
| STREET LIGHTING CABLE, NO. 6 BARE | LF | 710.000 | 291.10
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0062 A080.24 | 0.62 | 1,420.000 | 880.40
|
| STREET LIGHTING CABLE, NO. 6 USE | LF | 1,420.000 | 880.40
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0063 A080.30 | 0.31 | 611.000 | 189.41
|
| STREET LIGHTING CABLE, NO. 8 BARE | LF | 611.000 | 189.41
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0064 A080.32 | 0.62 | 1,222.000 | 757.64
|
| STREET LIGHTING CABLE, NO. 8 USE | LF | 1,222.000 | 757.64
|
| | | 780.000 | 483.60
|
| | 780.000 | 483.60
|
| | |
|
| 0065 A700.20 | 825.00 | 2.000 | 1,650.00
|
| RELOCATE STREET LIGHTING UNIT | EACH | 2.000 | 1,650.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0066 A780.02 | 2,300.00 | 2.000 | 4,600.00
|
| TEMPORARY LIGHTING SYSTEM, TYPE | EACH | 2.000 | 4,600.00
|
| "R" | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | Contracted | 23,503.10
|
| | Current | 23,503.10
|
| | In place | 483.60
|
| | This Estimate | 483.60
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0067 0001.08 | 0.50 | 5,263.000 | 2,631.50
|
| BARRICADE, TYPE II | BDAY | 5,263.000 | 2,631.50
|
| | | 180.000 | 90.00
|
| | 180.000 | 90.00
|
| | |
|
| 0068 0001.10 | 0.50 | 1,103.000 | 551.50
|
| BARRICADE, TYPE III | BDAY | 1,103.000 | 551.50
|
| | | 85.000 | 42.50
|
| | 85.000 | 42.50
|
| | |
|
| 0069 0001.75 | 4.10 | 192.000 | 787.20
|
| TEMPORARY SIGN DAY | EACH | 192.000 | 787.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0070 0001.90 | 0.31 | 2,395.000 | 742.45
|
| SIGN DAY | EACH | 2,395.000 | 742.45
|
| | | 332.000 | 102.92
|
| | 332.000 | 102.92
|
| | |
|
| 0071 0001.99 | 1.25 | 262.000 | 327.50
|
| CONTRACTOR FURNISHED SIGN DAY | EACH | 262.000 | 327.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0072 0002.30 | 0.62 | 3,000.000 | 1,860.00
|
| PAVEMENT MARKING REMOVAL | LF | 3,000.000 | 1,860.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0073 0002.39 | 1.05 | 21,000.000 | 22,050.00
|
| TEMPORARY PAVEMENT MARKING, TYPE II | LF | 21,000.000 | 22,050.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0074 0002.47 | 1.25 | 7,000.000 | 8,750.00
|
| TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 7,000.000 | 8,750.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0075 0003.10 | 250.00 | 84.000 | 21,000.00
|
| FLAGGING | DAY | 84.000 | 21,000.00
|
| | | 5.000 | 1,250.00
|
| | 5.000 | 1,250.00
|
| | |
|
| 0076 0003.70 | 410.00 | 4.000 | 1,640.00
|
| TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,640.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0077 0003.75 | 12,000.00 | 1.000 | 12,000.00
|
| TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 12,000.00
|
| | | 0.250 | 3,000.00
|
| | 0.250 | 3,000.00
|
| | |
|
| 0078 0005.10 | 150.00 | 125.000 | 18,750.00
|
| TRAFFIC CONTROL MANAGEMENT | DAY | 125.000 | 18,750.00
|
| | | 9.000 | 1,350.00
|
| | 9.000 | 1,350.00
|
| | |
|
| 0079 0010.04 | 2,500.00 | 1.000 | 2,500.00
|
| FIELD OFFICE | EACH | 1.000 | 2,500.00
|
| | | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | |
|
| 0080 0030.00 | 11,000.00 | 1.000 | 11,000.00
|
| MOBILIZATION | LS | 1.000 | 11,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0081 9110.01 | 50.00 | 20.000 | 1,000.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0082 9110.02 | 50.00 | 20.000 | 1,000.00
|
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0083 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
|
| | |
|
| 0084 9110.07 | 45.00 | 20.000 | 900.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 900.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 108,390.15
|
| | Current | 108,390.15
|
| | In place | 8,335.42
|
| | This Estimate | 8,335.42
|
| | |
|
| Totals for contract | | Contracted | 1,272,970.23
|
|---|
| | Current | 1,272,970.23
|
|---|
| | In place | 82,280.46
|
|---|
| | This Estimate | 82,280.46
|
|---|