| | | 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 | 3,100.00 | 1.000 | 3,100.00
|
| MOBILIZATION | LS | 1.000 | 3,100.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 1009.00 | 2,700.00 | 1.000 | 2,700.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,700.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 1011.00 | 1.00 | 561.000 | 561.00
|
| WATER | kL | 561.000 | 561.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 1021.10 | 3.00 | 20.000 | 60.00
|
| REMOVE DELINEATOR UNITS | EACH | 20.000 | 60.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1030.00 | 5.55 | 11,220.000 | 62,271.00
|
| EARTHWORK MEASURED IN EMBANKMENT | m3 | 11,220.000 | 62,271.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1102.00 | 7.50 | 122.000 | 915.00
|
| REMOVE ASPHALT SURFACE | m2 | 122.000 | 915.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 7017.00 | 8.20 | 374.320 | 3,069.42
|
| REMOVE GUARDRAIL | m | 374.320 | 3,069.42
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 L020.00 | 1.50 | 1,738.000 | 2,607.00
|
| EROSION CONTROL | m2 | 1,738.000 | 2,607.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 75,283.42
|
| | Current | 75,283.42
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 5 SEEDING | | |
|
| 0009 0030.50 | 1,000.00 | 1.000 | 1,000.00
|
| MOBILIZATION | LS | 1.000 | 1,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 L001.02 | 1,149.00 | 7.000 | 8,043.00
|
| SEEDING, TYPE B | ha | 7.000 | 8,043.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 L032.75 | 68.00 | 35.000 | 2,380.00
|
| MULCH | Mg | 35.000 | 2,380.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 5 SEEDING | | Contracted | 11,423.00
|
| | Current | 11,423.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 64+44.64 | | |
|
| 0012 0030.60 | 1,800.00 | 1.000 | 1,800.00
|
| MOBILIZATION | LS | 1.000 | 1,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 6010.26 | 588.00 | 17.200 | 10,113.60
|
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 17.200 | 10,113.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 6020.00 | 2.40 | 1,211.000 | 2,906.40
|
| REINFORCING STEEL FOR BRIDGE | kg | 1,211.000 | 2,906.40
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 6030.00 | 3,000.00 | 1.000 | 3,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 3,000.00
|
| AT STA. 64+44.64 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 64+44.64 | | Contracted | 17,820.00
|
| | Current | 17,820.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 83+30.14 | | |
|
| 0016 0030.60 | 1,800.00 | 1.000 | 1,800.00
|
| MOBILIZATION | LS | 1.000 | 1,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 6010.26 | 588.00 | 14.000 | 8,232.00
|
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 14.000 | 8,232.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 6020.00 | 2.40 | 895.000 | 2,148.00
|
| REINFORCING STEEL FOR BRIDGE | kg | 895.000 | 2,148.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 6030.00 | 3,000.00 | 1.000 | 3,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 3,000.00
|
| AT STA. 83+30.14 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 83+30.14 | | Contracted | 15,180.00
|
| | Current | 15,180.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0020 0030.70 | 600.00 | 1.000 | 600.00
|
| MOBILIZATION | LS | 1.000 | 600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 7011.20 | 38.81 | 45.720 | 1,774.39
|
| W-BEAM GUARDRAIL | m | 45.720 | 1,774.39
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 7020.00 | 2,613.00 | 8.000 | 20,904.00
|
| BRIDGE APPROACH SECTIONS | EACH | 8.000 | 20,904.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 7024.27 | 1,420.00 | 8.000 | 11,360.00
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 8.000 | 11,360.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 34,638.39
|
| | Current | 34,638.39
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | |
|
| 0024 0030.81 | 2,750.00 | 1.000 | 2,750.00
|
| MOBILIZATION | LS | 1.000 | 2,750.00
|
| | | 1.000 | 2,750.00
|
| | 1.000 | 2,750.00
|
| | |
|
| 0025 A001.12 | 250.00 | 13.000 | 3,250.00
|
| PULL BOX, TYPE PB-5 | EACH | 13.000 | 3,250.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 A008.64 | 1,500.00 | 10.000 | 15,000.00
|
| STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.2-0.25F | EACH | 10.000 | 15,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 A008.91 | 1,510.00 | 17.000 | 25,670.00
|
| STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25F | EACH | 17.000 | 25,670.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 A009.14 | 1,650.00 | 7.000 | 11,550.00
|
| STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 | EACH | 7.000 | 11,550.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 A009.29 | 1,490.00 | 1.000 | 1,490.00
|
| STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25 | EACH | 1.000 | 1,490.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 A020.30 | 1,300.00 | 3.000 | 3,900.00
|
| LIGHTING CONTROL CENTER, TYPE R | EACH | 3.000 | 3,900.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 A070.10 | 6.00 | 1,500.000 | 9,000.00
|
| 38 mm CONDUIT IN TRENCH | m | 1,500.000 | 9,000.00
|
| | | 946.000 | 5,676.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 A074.12 | 38.00 | 571.000 | 21,698.00
|
| 38 mm CONDUIT, JACKED | m | 571.000 | 21,698.00
|
| | | 835.700 | 31,756.60
|
| | 0.000 | 0.00
|
| | |
|
| 0033 A080.22 | 0.85 | 2,071.000 | 1,760.35
|
| STREET LIGHTING CABLE, NO. 6 BARE | m | 2,071.000 | 1,760.35
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0034 A080.24 | 1.70 | 5,736.000 | 9,751.20
|
| STREET LIGHTING CABLE, NO. 6 USE | m | 5,736.000 | 9,751.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | Contracted | 105,819.55
|
| | Current | 105,819.55
|
| | In place | 40,182.60
|
| | This Estimate | 2,750.00
|
| | |
|
| GROUP 9 BITUMINOUS | | |
|
| 0035 0002.55 | 23.00 | 355.600 | 8,178.80
|
| OVERLAY BROKEN LINES | StaM | 355.600 | 8,178.80
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 0002.60 | 26.00 | 711.200 | 18,491.20
|
| OVERLAY SOLID LINES | StaM | 711.200 | 18,491.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 0030.90 | 68,000.00 | 1.000 | 68,000.00
|
| MOBILIZATION | LS | 1.000 | 68,000.00
|
| | | 0.088 | 6,035.08
|
| | 0.000 | 0.00
|
| | |
|
| 0038 1020.03 | 16.00 | 34.000 | 544.00
|
| DELINEATOR, TYPE III | EACH | 34.000 | 544.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0039 1020.20 | 22.00 | 16.000 | 352.00
|
| INSTALL CHEVRONS | EACH | 16.000 | 352.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 2001.00 | 12.50 | 182.000 | 2,275.00
|
| GRAVEL SURFACE COURSE | m3 | 182.000 | 2,275.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 2010.00 | 30.00 | 21.000 | 630.00
|
| CRUSHED ROCK SURFACE COURSE | m3 | 21.000 | 630.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0042 2020.00 | 7.50 | 610.000 | 4,575.00
|
| SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 610.000 | 4,575.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0043 2021.00 | 50.00 | 7.000 | 350.00
|
| MAILBOX POST | EACH | 7.000 | 350.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 3010.42 | 55.00 | 26.500 | 1,457.50
|
| CONCRETE CURB REPAIR | m | 26.500 | 1,457.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 3040.11 | 138.75 | 18.700 | 2,594.63
|
| CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | m2 | 18.700 | 2,594.63
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 3040.12 | 105.75 | 116.900 | 12,362.18
|
| CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 116.900 | 12,362.18
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0047 3040.13 | 98.75 | 411.300 | 40,615.88
|
| CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 411.300 | 40,615.88
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 3040.16 | 118.25 | 7.200 | 851.40
|
| CONCRETE PAVEMENT REPAIR, TYPE B, PARTIAL DEPTH | m2 | 7.200 | 851.40
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0049 3040.18 | 118.25 | 84.600 | 10,003.95
|
| CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH | m2 | 84.600 | 10,003.95
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0050 3221.15 | 98.75 | 92.400 | 9,124.50
|
| CONCRETE PAVEMENT, CLASS PR-25 | m2 | 92.400 | 9,124.50
|
| JOINT REPAIR | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0051 8022.00 | 114.00 | 175.285 | 19,982.49
|
| HYDRATED LIME | Mg | 175.285 | 19,982.49
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0052 8110.50 | 975.00 | 93.165 | 90,835.88
|
| HYDRATED LIME SLURRY STABILIZATION | StaM | 93.165 | 90,835.88
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0053 9000.75 | 22.06 | 500.000 | 11,030.00
|
| ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 500.000 | 11,030.00
|
| SP4(12.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0054 9005.00 | 32.06 | 900.000 | 28,854.00
|
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 900.000 | 28,854.00
|
| SP4(12.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0055 9005.45 | 22.06 | 24,020.000 | 529,881.20
|
| ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 24,020.000 | 529,881.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0056 9009.00 | 2.50 | 3,183.000 | 7,957.50
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 3,183.000 | 7,957.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0057 9020.94 | 225.00 | 27.000 | 6,075.00
|
| PERFORMANCE GRADED BINDER (64-28) FOR STATE MAINTENANCEPATCHING | Mg | 27.000 | 6,075.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0058 9021.08 | 225.00 | 1,345.680 | 302,778.00
|
| PERFORMANCE GRADED BINDER (64-28) | Mg | 1,345.680 | 302,778.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0059 9052.15 | 0.23 | 177,919.000 | 40,921.37
|
| EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION | L | 177,919.000 | 40,921.37
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0060 9053.00 | 0.36 | 37,700.000 | 13,572.00
|
| TACK COAT | L | 37,700.000 | 13,572.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0061 9111.00 | 2.50 | 690.000 | 1,725.00
|
| WATER | kL | 690.000 | 1,725.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0062 9170.00 | 225.00 | 230.030 | 51,756.75
|
| EARTH SHOULDER CONSTRUCTION | StaM | 230.030 | 51,756.75
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0063 9173.15 | 59.00 | 189.530 | 11,182.27
|
| TRENCHED WIDENING | StaM | 189.530 | 11,182.27
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0064 9179.21 | 755.00 | 22.660 | 17,108.30
|
| COLD MILLING, CLASS 1 | StaM | 22.660 | 17,108.30
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0065 9179.23 | 2,300.00 | 0.640 | 1,472.00
|
| COLD MILLING, CLASS 3 | StaM | 0.640 | 1,472.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0066 9188.50 | 25.00 | 572.000 | 14,300.00
|
| SURFACING UNDER GUARDRAIL | m2 | 572.000 | 14,300.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0067 9300.50 | 4,000.00 | 1.000 | 4,000.00
|
| ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 4,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 1,333,837.78
|
| | Current | 1,333,837.78
|
| | In place | 6,035.08
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0068 0001.08 | 0.50 | 27,783.000 | 13,891.50
|
| BARRICADE, TYPE II | BDAY | 27,783.000 | 13,891.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0069 0001.10 | 2.50 | 1,176.000 | 2,940.00
|
| BARRICADE, TYPE III | BDAY | 1,176.000 | 2,940.00
|
| | | 112.000 | 280.00
|
| | 45.000 | 112.50
|
| | |
|
| 0070 0001.75 | 5.00 | 890.000 | 4,450.00
|
| TEMPORARY SIGN DAY | EACH | 890.000 | 4,450.00
|
| | | 42.000 | 210.00
|
| | 8.000 | 40.00
|
| | |
|
| 0071 0001.90 | 0.50 | 7,832.000 | 3,916.00
|
| SIGN DAY | EACH | 7,832.000 | 3,916.00
|
| | | 1,134.000 | 567.00
|
| | 342.000 | 171.00
|
| | |
|
| 0072 0003.10 | 185.00 | 156.000 | 28,860.00
|
| FLAGGING | DAY | 156.000 | 28,860.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0073 0003.20 | 285.00 | 55.000 | 15,675.00
|
| FURNISHING AND OPERATING PILOT VEHICLE | DAY | 55.000 | 15,675.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0074 0010.04 | 1,500.00 | 1.000 | 1,500.00
|
| FIELD OFFICE | EACH | 1.000 | 1,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0075 0030.00 | 5,000.00 | 1.000 | 5,000.00
|
| MOBILIZATION | LS | 1.000 | 5,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0076 9110.01 | 65.00 | 40.000 | 2,600.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 40.000 | 2,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0077 9110.02 | 60.00 | 40.000 | 2,400.00
|
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 40.000 | 2,400.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0078 9110.03 | 55.00 | 40.000 | 2,200.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 40.000 | 2,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0079 9110.07 | 50.00 | 40.000 | 2,000.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 40.000 | 2,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 85,432.50
|
| | Current | 85,432.50
|
| | In place | 1,057.00
|
| | This Estimate | 323.50
|
| | |
|
| GROUP 11 GENERAL ITEMS | | |
|
| 0080 0024.00 | 44,391.06 | 1.000 | 44,391.06
|
| TRIBAL EMPLOYMENT RIGHTS OFFICE (TERO) TAX | LS | 1.000 | 44,391.06
|
| | | 1.000 | 44,391.06
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 11 GENERAL ITEMS | | Contracted | 44,391.06
|
| | Current | 44,391.06
|
| | In place | 44,391.06
|
| | This Estimate | 0.00
|
| | |
|
| Totals for contract | | Contracted | 1,723,825.71
|
|---|
| | Current | 1,723,825.71
|
|---|
| | In place | 91,665.74
|
|---|
| | This Estimate | 3,073.50
|
|---|