| | | 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
|
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