| | | 1. Contracted
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| | | 2. Current
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| | | 3. To date
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Item Nbr Item Code | Unit Price | | 4. This Est
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Item Description | Units | Qty | Amount
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GROUP 1 GRADING | | |
|
0001 L020.00 | 1.70 | 1,942.000 | 3,301.40
|
EROSION CONTROL | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L022.11 | 7.80 | 359.900 | 2,807.22
|
FABRIC SILT FENCE-LOW POROSITY | m | 359.900 | 2,807.22
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0030.10 | 3,000.00 | 1.000 | 3,000.00
|
MOBILIZATION | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1000.00 | 100.00 | 6.000 | 600.00
|
LARGE TREE REMOVAL | EACH | 6.000 | 600.00
|
| | 8.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1009.00 | 3,000.00 | 1.000 | 3,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 3,000.00
|
| | 0.900 | 2,700.00
|
| | 0.000 | 0.00
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| | |
|
0006 1011.00 | 20.00 | 136.000 | 2,720.00
|
WATER | kL | 136.000 | 2,720.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0007 1012.00 | 75.00 | 10.000 | 750.00
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RIGHT-OF-WAY MARKERS | EACH | 10.000 | 750.00
|
| | 9.000 | 675.00
|
| | 1.000 | 75.00
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| | |
|
0008 1030.00 | 6.10 | 1,936.000 | 11,809.60
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 1,936.000 | 11,809.60
|
| | 973.000 | 5,935.30
|
| | 881.800 | 5,378.98
|
| | |
|
0009 1102.00 | 7.00 | 446.000 | 3,122.00
|
REMOVE ASPHALT SURFACE | m2 | 446.000 | 3,122.00
|
| | 458.694 | 3,210.86
|
| | 0.000 | 0.00
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| | |
|
0010 1300.48 | 160.00 | 23.000 | 3,680.00
|
1200 mm DRIVEWAY CULVERT PIPE | m | 23.000 | 3,680.00
|
| | 23.000 | 3,680.00
|
| | 0.000 | 0.00
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| | |
|
0011 6040.00 | 1,000.00 | 1.000 | 1,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 1,000.00
|
AT STA. 43+09 RT. | | 1.000 | 1,000.00
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| | 0.000 | 0.00
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| | |
|
0012 7017.00 | 8.00 | 79.000 | 632.00
|
REMOVE GUARDRAIL | m | 79.000 | 632.00
|
| | 76.200 | 609.60
|
| | 0.000 | 0.00
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| | |
|
0013 9110.01 | 40.00 | 10.000 | 400.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0014 9110.03 | 30.00 | 10.000 | 300.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 300.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0015 9110.06 | 50.00 | 10.000 | 500.00
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RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 10.000 | 500.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0016 9110.07 | 30.00 | 10.000 | 300.00
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RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 300.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
4011 L001.02 | 3,500.00 | 0.000 | 0.00
|
SEEDING, TYPE B | ha | 0.363 | 1,270.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
4012 L001.02 | 3,500.00 | 0.000 | 0.00
|
SEEDING, TYPE "B" | ha | 0.364 | 1,274.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
4013 L032.75 | 120.00 | 0.000 | 0.00
|
MULCH | Mg | 1.640 | 196.80
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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4014 L032.75 | 120.00 | 0.000 | 0.00
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MULCH | Mg | 1.640 | 196.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
4015 0030.90 | 250.00 | 1.000 | 250.00
|
MOBILIZATION | LS | 2.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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4016 0030.90 | 250.00 | 1.000 | 250.00
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MOBILIZATION | LS | 2.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 1 GRADING | | Contracted | 37,922.22
|
| | Current | 38,058.92
|
| | In place | 21,610.76
|
| | This Estimate | 5,453.98
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| | |
|
GROUP 6 BRIDGE AT STA. 43+73.4 | | |
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0017 0030.60 | 40,000.00 | 1.000 | 40,000.00
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MOBILIZATION | LS | 1.000 | 40,000.00
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| | 1.000 | 40,000.00
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| | 0.000 | 0.00
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| | |
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0018 1010.01 | 4.00 | 1,203.000 | 4,812.00
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EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,203.000 | 4,812.00
|
| | 1,203.000 | 4,812.00
|
| | 811.800 | 3,247.20
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| | |
|
0019 2020.50 | 60.00 | 217.000 | 13,020.00
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SURFACING | m2 | 217.000 | 13,020.00
|
| | 217.000 | 13,020.00
|
| | 217.000 | 13,020.00
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| | |
|
0020 3050.15 | 220.00 | 128.000 | 28,160.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 128.000 | 28,160.00
|
| | 128.000 | 28,160.00
|
| | 0.000 | 0.00
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| | |
|
0021 3051.10 | 1.20 | 7,650.000 | 9,180.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 7,650.000 | 9,180.00
|
| | 7,650.000 | 9,180.00
|
| | 0.000 | 0.00
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| | |
|
0022 6000.10 | 5,000.00 | 1.000 | 5,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
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| | |
|
0023 6000.11 | 5,000.00 | 1.000 | 5,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
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| | |
|
0024 6001.50 | 17,000.00 | 1.000 | 17,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 17,000.00
|
| | 1.000 | 17,000.00
|
| | 0.000 | 0.00
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| | |
|
0025 6001.51 | 17,000.00 | 1.000 | 17,000.00
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BENT NO.2 EXCAVATION | LS | 1.000 | 17,000.00
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| | 1.000 | 17,000.00
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| | 0.000 | 0.00
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| | |
|
0026 6010.22 | 320.00 | 156.500 | 50,080.00
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CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 156.500 | 50,080.00
|
| | 156.500 | 50,080.00
|
| | 0.000 | 0.00
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| | |
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0027 6010.26 | 310.00 | 86.800 | 26,908.00
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 86.800 | 26,908.00
|
| | 86.800 | 26,908.00
|
| | 0.000 | 0.00
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| | |
|
0028 6011.11 | 82,000.00 | 1.000 | 82,000.00
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PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 82,000.00
|
| | 1.000 | 82,000.00
|
| | 0.000 | 0.00
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| | |
|
0029 6040.00 | 28,000.00 | 1.000 | 28,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 28,000.00
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AT STA. 43+73.131 | | 1.000 | 28,000.00
|
| | 0.000 | 0.00
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| | |
|
0030 6080.00 | 4.00 | 2,070.000 | 8,280.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 2,370.000 | 9,480.00
|
| | 2,070.000 | 8,280.00
|
| | 0.000 | 0.00
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| | |
|
0031 6104.00 | 20.00 | 50.000 | 1,000.00
|
BROKEN CONCRETE RIPRAP | Mg | 50.000 | 1,000.00
|
| | 50.000 | 1,000.00
|
| | 37.000 | 740.00
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| | |
|
0032 6131.50 | 1.20 | 18,370.000 | 22,044.00
|
EPOXY COATED REINFORCING STEEL | kg | 18,402.000 | 22,082.40
|
| | 18,402.000 | 22,082.38
|
| | 0.000 | 0.00
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| | |
|
0033 6210.50 | 80.00 | 640.800 | 51,264.00
|
PIPE PILING | m | 657.595 | 52,607.60
|
| | 657.683 | 52,614.64
|
| | 0.000 | 0.00
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| | |
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0034 6310.00 | 135.00 | 356.000 | 48,060.00
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STEEL SHEET PILING | m2 | 356.000 | 48,060.00
|
| | 337.426 | 45,552.52
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| | 0.000 | 0.00
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0035 8091.00 | 27.00 | 126.900 | 3,426.30
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GRANULAR BACKFILL | m3 | 126.900 | 3,426.30
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| | 126.900 | 3,426.32
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| | 0.000 | 0.00
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| | |
|
0036 9188.50 | 40.00 | 323.000 | 12,920.00
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SURFACING UNDER GUARDRAIL | m2 | 323.000 | 12,920.00
|
| | 323.000 | 12,920.00
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| | 323.000 | 12,920.00
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4002 6210.62 | 160.00 | 0.000 | 0.00
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PILE SPLICE FOR PIPE PILING | EACH | 1.000 | 160.00
|
| | 1.000 | 160.00
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| | 0.000 | 0.00
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4003 6210.62 | 160.00 | 0.000 | 0.00
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PILE SPLICE FOR PIPE PILING | EACH | 3.000 | 480.00
|
| | 5.000 | 800.00
|
| | 0.000 | 0.00
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4004 6211.75 | 32.00 | 0.000 | 0.00
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OVERDRIVING OF BEARING PILE | m | 1.523 | 48.74
|
| | 1.523 | 48.74
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| | 0.000 | 0.00
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|
4005 6211.75 | 32.00 | 0.000 | 0.00
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OVERDRIVING OF BEARING PILE | m | 0.719 | 23.01
|
| | 0.719 | 23.01
|
| | 0.000 | 0.00
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|
4006 6210.50 | 48.00 | 0.000 | 0.00
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PIPE PILING | m | 2.443 | 117.26
|
Cutoff @ 60 % | | 2.443 | 117.26
|
| | 0.000 | 0.00
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|
4007 1043.50 | 2.60 | 0.000 | 0.00
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RIPRAP FILTER FABRIC | m2 | 35.000 | 91.00
|
(Broken Concrete) | | 35.000 | 91.00
|
| | 35.000 | 91.00
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|
4008 1043.50 | 2.60 | 0.000 | 0.00
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RIPRAP FILTER FABRIC | m2 | 35.000 | 91.00
|
(Broken Concrete) | | 35.000 | 91.00
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| | 35.000 | 91.00
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4009 6970.00 | 729.05 | 0.000 | 0.00
|
FREIGHT | LS | 1.000 | 729.05
|
Additional Piles needed | | 1.000 | 729.05
|
| | 1.000 | 729.05
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|
4010 6970.00 | 729.05 | 0.000 | 0.00
|
FREIGHT | LS | 1.000 | 729.05
|
Additional Piles needed. | | 1.000 | 729.05
|
| | 1.000 | 729.05
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| | |
|
GROUP 6 BRIDGE AT STA. 43+73.4 | | Contracted | 473,154.30
|
| | Current | 478,205.41
|
| | In place | 474,824.97
|
| | This Estimate | 31,567.30
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|
GROUP 7 GUARDRAIL | | |
|
0037 0030.70 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0038 7011.20 | 52.00 | 72.400 | 3,764.80
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W-BEAM GUARDRAIL | m | 72.400 | 3,764.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0039 7020.00 | 1,100.00 | 4.000 | 4,400.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0040 7024.27 | 1,550.00 | 4.000 | 6,200.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 14,864.80
|
| | Current | 14,864.80
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0041 0001.10 | 1.80 | 1,750.000 | 3,150.00
|
BARRICADE, TYPE III | BDAY | 1,750.000 | 3,150.00
|
| | 1,371.000 | 2,467.80
|
| | 154.000 | 277.20
|
| | |
|
0042 0001.30 | 1.10 | 500.000 | 550.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 500.000 | 550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 0001.90 | 0.55 | 3,000.000 | 1,650.00
|
SIGN DAY | EACH | 2,685.000 | 1,476.75
|
| | 1,500.000 | 825.00
|
| | 168.000 | 92.40
|
| | |
|
0044 0010.04 | 3,000.00 | 1.000 | 3,000.00
|
FIELD OFFICE | EACH | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
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| | |
|
0045 0030.00 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
4000 0001.99 | 1.15 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 158.000 | 181.70
|
Directly attached to Barricade for NCHRP 350 | | 187.500 | 215.64
|
| | 21.000 | 24.15
|
| | |
|
4001 0001.99 | 1.15 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 157.000 | 180.55
|
Directly attached to Barricade for NCHRP 350 | | 187.500 | 215.64
|
| | 21.000 | 24.15
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 8,850.00
|
| | Current | 9,039.00
|
| | In place | 7,224.08
|
| | This Estimate | 417.90
|
| | |
|
GROUP 11 TERO TAX | | |
|
0046 0024.00 | 31,971.64 | 1.000 | 31,971.64
|
TRIBAL EMPLOYMENT RIGHTS OFFICE (TERO) TAX | LS | 1.000 | 31,971.64
|
| | 1.000 | 31,971.64
|
| | 0.000 | 0.00
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| | |
|
GROUP 11 TERO TAX | | Contracted | 31,971.64
|
| | Current | 31,971.64
|
| | In place | 31,971.64
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 567,262.96
|
---|
| | Current | 572,639.77
|
---|
| | In place | 535,631.45
|
---|
| | This Estimate | 37,439.18
|
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