| | | 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 | 6,400.00 | 1.000 | 6,400.00
|
MOBILIZATION | LS | 1.000 | 6,400.00
|
| | 1.000 | 6,400.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1009.00 | 3,200.00 | 1.000 | 3,200.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 3,200.00
|
| | 0.250 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1011.00 | 3.00 | 493.000 | 1,479.00
|
WATER | MGAL | 493.000 | 1,479.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1012.00 | 70.00 | 57.000 | 3,990.00
|
RIGHT-OF-WAY MARKERS | EACH | 57.000 | 3,990.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1030.00 | 4.82 | 35,186.000 | 169,596.52
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 35,186.000 | 169,596.52
|
| | 18,543.000 | 89,377.26
|
| | 0.000 | 0.00
|
| | |
|
0006 1101.00 | 5.00 | 268.000 | 1,340.00
|
REMOVE PAVEMENT | SY | 268.000 | 1,340.00
|
| | 268.000 | 1,340.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1102.00 | 4.50 | 1,934.000 | 8,703.00
|
REMOVE ASPHALT SURFACE | SY | 1,934.000 | 8,703.00
|
| | 2,364.510 | 10,640.30
|
| | 912.100 | 4,104.45
|
| | |
|
0008 1106.00 | 5.00 | 74.000 | 370.00
|
REMOVE DRIVEWAY | SY | 74.000 | 370.00
|
| | 74.000 | 370.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1300.42 | 30.00 | 66.000 | 1,980.00
|
42" DRIVEWAY CULVERT PIPE | LF | 66.000 | 1,980.00
|
| | 66.000 | 1,980.00
|
| | 66.000 | 1,980.00
|
| | |
|
0010 7017.00 | 2.45 | 2,623.250 | 6,426.96
|
REMOVE GUARDRAIL | LF | 2,623.250 | 6,426.96
|
| | 2,608.500 | 6,390.83
|
| | 0.000 | 0.00
|
| | |
|
0011 L020.00 | 1.55 | 1,961.000 | 3,039.55
|
EROSION CONTROL | SY | 1,961.000 | 3,039.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 L022.11 | 2.15 | 450.000 | 967.50
|
FABRIC SILT FENCE-LOW POROSITY | LF | 450.000 | 967.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 207,492.53
|
| | Current | 207,492.53
|
| | In place | 117,298.39
|
| | This Estimate | 6,084.45
|
| | |
|
GROUP 4 CULVERTS | | |
|
0013 0030.40 | 3,130.00 | 1.000 | 3,130.00
|
MOBILIZATION | LS | 1.000 | 3,130.00
|
| | 1.000 | 3,130.00
|
| | 0.000 | 0.00
|
| | |
|
0014 4044.00 | 2,250.00 | 1.000 | 2,250.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,250.00
|
AT STA. 23+63.8 | | 1.000 | 2,250.00
|
| | 0.000 | 0.00
|
| | |
|
0015 4044.01 | 3,248.00 | 1.000 | 3,248.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 3,248.00
|
AT STA. 55+94 | | 1.000 | 3,248.00
|
| | 0.000 | 0.00
|
| | |
|
0016 4044.02 | 2,540.00 | 1.000 | 2,540.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,540.00
|
AT STA. 100+99 | | 1.000 | 2,540.00
|
| | 0.000 | 0.00
|
| | |
|
0017 4044.03 | 3,712.00 | 1.000 | 3,712.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 3,712.00
|
AT STA. 425+65 | | 1.000 | 3,712.00
|
| | 0.000 | 0.00
|
| | |
|
0018 4044.04 | 1,618.00 | 1.000 | 1,618.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,618.00
|
AT STA. 447+24 | | 1.000 | 1,618.00
|
| | 0.000 | 0.00
|
| | |
|
0019 4051.01 | 11.20 | 170.000 | 1,904.00
|
EXCAVATION FOR BOX CULVERTS | CY | 170.000 | 1,904.00
|
| | 192.260 | 2,153.31
|
| | 0.000 | 0.00
|
| | |
|
0020 4101.06 | 242.00 | 210.280 | 50,887.76
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 210.280 | 50,887.76
|
| | 210.280 | 50,887.76
|
| | 0.000 | 0.00
|
| | |
|
0021 4151.00 | 0.66 | 21,276.000 | 14,042.16
|
REINFORCING STEEL FOR BOX CULVERT | LB | 21,276.000 | 14,042.16
|
| | 21,276.000 | 14,042.16
|
| | 0.000 | 0.00
|
| | |
|
4001 4051.12 | 21.03 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | CY | 100.000 | 2,103.00
|
| | 93.500 | 1,966.31
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 83,331.92
|
| | Current | 85,434.92
|
| | In place | 85,547.54
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4A CONCRETE BOX CULVERT AT STA. 130+85 | | |
|
0022 0030.40 | 4,900.00 | 1.000 | 4,900.00
|
MOBILIZATION | LS | 1.000 | 4,900.00
|
| | 1.000 | 4,900.00
|
| | 0.000 | 0.00
|
| | |
|
0023 4051.01 | 4.00 | 653.000 | 2,612.00
|
EXCAVATION FOR BOX CULVERTS | CY | 653.000 | 2,612.00
|
| | 964.000 | 3,856.00
|
| | 0.000 | 0.00
|
| | |
|
0024 4101.06 | 219.32 | 302.850 | 66,421.06
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 302.850 | 66,421.06
|
| | 302.850 | 66,421.06
|
| | 0.000 | 0.00
|
| | |
|
0025 4151.00 | 0.42 | 36,607.000 | 15,374.94
|
REINFORCING STEEL FOR BOX CULVERT | LB | 36,607.000 | 15,374.94
|
| | 36,607.000 | 15,374.94
|
| | 0.000 | 0.00
|
| | |
|
0026 6040.00 | 9,600.00 | 1.000 | 9,600.00
|
REMOVE STRUCTURE | EACH | 1.000 | 9,600.00
|
AT STA. 130+85 | | 1.000 | 9,600.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A CONCRETE BOX CULVERT AT STA. 130+85 | | Contracted | 98,908.00
|
| | Current | 98,908.00
|
| | In place | 100,152.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4B CONCRETE BOX CULVERT AT STA. 232+10 | | |
|
0027 0030.40 | 4,900.00 | 1.000 | 4,900.00
|
MOBILIZATION | LS | 1.000 | 4,900.00
|
| | 1.000 | 4,900.00
|
| | 0.000 | 0.00
|
| | |
|
0028 1043.50 | 1.04 | 130.000 | 135.20
|
RIPRAP FILTER FABRIC | SY | 130.000 | 135.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 4051.01 | 8.00 | 380.000 | 3,040.00
|
EXCAVATION FOR BOX CULVERTS | CY | 380.000 | 3,040.00
|
| | 950.000 | 7,600.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4101.06 | 218.65 | 360.210 | 78,759.92
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 360.210 | 78,759.92
|
| | 360.210 | 78,759.91
|
| | 0.000 | 0.00
|
| | |
|
0031 4151.00 | 0.42 | 43,726.000 | 18,364.92
|
REINFORCING STEEL FOR BOX CULVERT | LB | 43,726.000 | 18,364.92
|
| | 43,726.000 | 18,364.92
|
| | 0.000 | 0.00
|
| | |
|
0032 6040.00 | 9,500.00 | 1.000 | 9,500.00
|
REMOVE STRUCTURE | EACH | 1.000 | 9,500.00
|
AT STA. 232+10 | | 1.000 | 9,500.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6105.02 | 29.00 | 343.000 | 9,947.00
|
ROCK RIPRAP, TYPE B | TON | 343.000 | 9,947.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4004 1135.58 | 735.00 | 0.000 | 0.00
|
REMOVE CONCRETE OBSTRUCTION | LS | 1.000 | 735.00
|
Remove 2 existing concrete piers at 232+10. | | 1.000 | 735.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4B CONCRETE BOX CULVERT AT STA. 232+10 | | Contracted | 124,647.04
|
| | Current | 125,382.04
|
| | In place | 119,859.83
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4C CONCRETE BOX CULVERT AT STA. 242+36 | | |
|
0034 0030.40 | 2,500.00 | 1.000 | 2,500.00
|
MOBILIZATION | LS | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0035 1043.50 | 1.04 | 135.000 | 140.40
|
RIPRAP FILTER FABRIC | SY | 135.000 | 140.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 4044.00 | 1,500.00 | 1.000 | 1,500.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,500.00
|
AT STA. 242+36 | | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4051.01 | 12.00 | 20.000 | 240.00
|
EXCAVATION FOR BOX CULVERTS | CY | 20.000 | 240.00
|
| | 20.000 | 240.00
|
| | 0.000 | 0.00
|
| | |
|
0038 4101.06 | 265.00 | 71.980 | 19,074.70
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 71.980 | 19,074.70
|
| | 71.980 | 19,074.70
|
| | 0.000 | 0.00
|
| | |
|
0039 4151.00 | 0.63 | 7,041.000 | 4,435.83
|
REINFORCING STEEL FOR BOX CULVERT | LB | 7,041.000 | 4,435.83
|
| | 7,041.000 | 4,435.83
|
| | 0.000 | 0.00
|
| | |
|
0040 6105.02 | 27.00 | 317.000 | 8,559.00
|
ROCK RIPRAP, TYPE B | TON | 317.000 | 8,559.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4C CONCRETE BOX CULVERT AT STA. 242+36 | | Contracted | 36,449.93
|
| | Current | 36,449.93
|
| | In place | 27,750.53
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4D CONCRETE BOX CULVERT AT STA. 307+97 | | |
|
0041 0030.40 | 900.00 | 1.000 | 900.00
|
MOBILIZATION | LS | 1.000 | 900.00
|
| | 1.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0042 4044.00 | 3,500.00 | 1.000 | 3,500.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 3,500.00
|
AT STA. 307+97 | | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0043 4051.01 | 12.00 | 87.000 | 1,044.00
|
EXCAVATION FOR BOX CULVERTS | CY | 87.000 | 1,044.00
|
| | 158.260 | 1,899.12
|
| | 0.000 | 0.00
|
| | |
|
0044 4101.06 | 265.00 | 90.080 | 23,871.20
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 90.080 | 23,871.20
|
| | 90.080 | 23,871.20
|
| | 0.000 | 0.00
|
| | |
|
0045 4151.00 | 0.63 | 9,574.000 | 6,031.62
|
REINFORCING STEEL FOR BOX CULVERT | LB | 9,574.000 | 6,031.62
|
| | 9,574.000 | 6,031.62
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4D CONCRETE BOX CULVERT AT STA. 307+97 | | Contracted | 35,346.82
|
| | Current | 35,346.82
|
| | In place | 36,201.94
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0046 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
|
| | |
|
0047 L001.01 | 430.00 | 3.500 | 1,505.00
|
SEEDING, TYPE A | ACRE | 3.500 | 1,505.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 L001.02 | 319.00 | 29.000 | 9,251.00
|
SEEDING, TYPE B | ACRE | 29.000 | 9,251.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 L032.75 | 63.00 | 74.000 | 4,662.00
|
MULCH | TON | 74.000 | 4,662.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 16,418.00
|
| | Current | 16,418.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 470+75 | | |
|
0050 0030.60 | 40,000.00 | 1.000 | 40,000.00
|
MOBILIZATION | LS | 1.000 | 40,000.00
|
| | 1.000 | 40,000.00
|
| | 0.000 | 0.00
|
| | |
|
0051 1043.50 | 2.50 | 580.000 | 1,450.00
|
RIPRAP FILTER FABRIC | SY | 580.000 | 1,450.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 3050.15 | 200.00 | 180.900 | 36,180.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 180.900 | 36,180.00
|
| | 180.900 | 36,180.00
|
| | 9.200 | 1,840.00
|
| | |
|
0053 3051.10 | 0.60 | 20,910.000 | 12,546.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,910.000 | 12,546.00
|
| | 20,910.000 | 12,546.00
|
| | 2,750.000 | 1,650.00
|
| | |
|
0054 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
|
| | |
|
0055 6000.11 | 5,000.00 | 1.000 | 5,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0056 6005.60 | 60.00 | 108.000 | 6,480.00
|
ELASTOMERIC BEARING | EACH | 108.000 | 6,480.00
|
| | 108.000 | 6,480.00
|
| | 0.000 | 0.00
|
| | |
|
0057 6010.22 | 300.00 | 144.100 | 43,230.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 144.100 | 43,230.00
|
| | 162.250 | 48,675.00
|
| | 0.000 | 0.00
|
| | |
|
0058 6010.26 | 280.00 | 136.600 | 38,248.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 136.600 | 38,248.00
|
| | 274.300 | 76,804.00
|
| | 153.000 | 42,840.00
|
| | |
|
0059 6011.11 | 85,000.00 | 1.000 | 85,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 85,000.00
|
AT STA. 470+75 | | 1.000 | 85,000.00
|
| | 0.000 | 0.00
|
| | |
|
0060 6030.00 | 50,000.00 | 1.000 | 50,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 50,000.00
|
AT STA. 470+75 | | 1.000 | 50,000.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6104.00 | 10.00 | 471.000 | 4,710.00
|
BROKEN CONCRETE RIPRAP | TON | 471.000 | 4,710.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 6131.50 | 0.60 | 38,390.000 | 23,034.00
|
EPOXY COATED REINFORCING STEEL | LB | 38,390.000 | 23,034.00
|
| | 38,390.000 | 23,034.00
|
| | 1,786.000 | 1,071.60
|
| | |
|
0063 6139.50 | 25.00 | 106.000 | 2,650.00
|
SUBSURFACE DRAINAGE MATTING | SY | 106.000 | 2,650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 6210.50 | 20.00 | 3,120.000 | 62,400.00
|
PIPE PILING | LF | 3,120.000 | 62,400.00
|
| | 3,151.400 | 63,028.00
|
| | 0.000 | 0.00
|
| | |
|
0065 6310.00 | 10.00 | 3,521.900 | 35,219.00
|
STEEL SHEET PILING | SF | 3,521.900 | 35,219.00
|
| | 3,198.580 | 31,985.80
|
| | 0.000 | 0.00
|
| | |
|
0066 8091.00 | 25.00 | 120.000 | 3,000.00
|
GRANULAR BACKFILL | CY | 120.000 | 3,000.00
|
| | 120.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
4003 3900.22 | 147.00 | 0.000 | 0.00
|
ADDITIONAL COST | CY | 65.000 | 9,555.00
|
47B Concrete to Fill New Pipe Piling | | 65.690 | 9,656.43
|
| | 0.000 | 0.00
|
| | |
|
4006 4976.05 | 1,365.00 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 1,365.00
|
Paint existing pipe piling. | | 1.000 | 1,365.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 470+75 | | Contracted | 454,147.00
|
| | Current | 465,067.00
|
| | In place | 497,754.23
|
| | This Estimate | 47,401.60
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0067 0030.70 | 1,000.00 | 1.000 | 1,000.00
|
MOBILIZATION | LS | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 7011.20 | 12.00 | 125.000 | 1,500.00
|
W-BEAM GUARDRAIL | LF | 125.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 7020.00 | 2,550.00 | 4.000 | 10,200.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 10,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 7024.27 | 1,450.00 | 4.000 | 5,800.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 5,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 18,500.00
|
| | Current | 18,500.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0071 0002.55 | 7.00 | 1,544.000 | 10,808.00
|
OVERLAY BROKEN LINES | STA | 1,544.000 | 10,808.00
|
| | 1,695.820 | 11,870.74
|
| | 1,249.220 | 8,744.54
|
| | |
|
0072 0002.60 | 8.00 | 3,088.000 | 24,704.00
|
OVERLAY SOLID LINES | STA | 3,088.000 | 24,704.00
|
| | 2,080.070 | 16,640.56
|
| | 2,080.070 | 16,640.56
|
| | |
|
0073 0030.20 | 59,500.00 | 1.000 | 59,500.00
|
MOBILIZATION | LS | 1.000 | 59,500.00
|
| | 1.000 | 59,500.00
|
| | 0.836 | 49,742.00
|
| | |
|
0074 2001.00 | 12.50 | 225.000 | 2,812.50
|
GRAVEL SURFACE COURSE | CY | 225.000 | 2,812.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 2010.00 | 30.00 | 35.000 | 1,050.00
|
CRUSHED ROCK SURFACE COURSE | CY | 35.000 | 1,050.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 2020.00 | 7.50 | 1,360.000 | 10,200.00
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 1,360.000 | 10,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 2021.00 | 50.00 | 20.000 | 1,000.00
|
MAILBOX POST | EACH | 20.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 8022.00 | 103.00 | 332.000 | 34,196.00
|
HYDRATED LIME | TON | 332.000 | 34,196.00
|
| | 284.740 | 29,328.22
|
| | 158.300 | 16,304.90
|
| | |
|
0079 8110.50 | 290.00 | 511.857 | 148,438.53
|
HYDRATED LIME SLURRY STABILIZATION | STA | 511.857 | 148,438.53
|
| | 504.550 | 146,319.50
|
| | 57.950 | 16,805.50
|
| | |
|
0080 9000.75 | 19.01 | 100.000 | 1,901.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 100.000 | 1,901.00
|
SP4(0.5) | | 24.700 | 469.55
|
| | 24.700 | 469.55
|
| | |
|
0081 9005.00 | 29.01 | 500.000 | 14,505.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 500.000 | 14,505.00
|
SP4(0.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 9005.45 | 19.01 | 37,030.000 | 703,940.30
|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 37,030.000 | 703,940.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 9009.00 | 2.50 | 7,301.000 | 18,252.50
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 7,301.000 | 18,252.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0084 9020.94 | 204.00 | 5.400 | 1,101.60
|
PERFORMANCE GRADED BINDER (64-28) FOR STATE MAINTENANCEPATCHING | TON | 5.400 | 1,101.60
|
| | 1.193 | 243.37
|
| | 1.193 | 243.37
|
| | |
|
0085 9021.08 | 204.00 | 2,026.620 | 413,430.48
|
PERFORMANCE GRADED BINDER (64-28) | TON | 2,026.620 | 413,430.48
|
| | 670.729 | 136,828.72
|
| | 670.729 | 136,828.72
|
| | |
|
0086 9052.15 | 0.85 | 80,870.000 | 68,739.50
|
EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION | GAL | 80,870.000 | 68,739.50
|
| | 99,995.200 | 84,995.92
|
| | 52,700.680 | 44,795.58
|
| | |
|
0087 9053.00 | 1.00 | 32,240.000 | 32,240.00
|
TACK COAT | GAL | 32,240.000 | 32,240.00
|
| | 20,686.910 | 20,686.91
|
| | 20,686.910 | 20,686.91
|
| | |
|
0088 9111.00 | 9.00 | 262.000 | 2,358.00
|
WATER | MGAL | 262.000 | 2,358.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0089 9170.00 | 61.00 | 1,033.355 | 63,034.66
|
EARTH SHOULDER CONSTRUCTION | STA | 1,033.355 | 63,034.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0090 9173.15 | 14.00 | 1,019.715 | 14,276.01
|
TRENCHED WIDENING | STA | 1,019.715 | 14,276.01
|
| | 1,006.000 | 14,084.00
|
| | 559.400 | 7,831.60
|
| | |
|
0091 9173.20 | 3.00 | 1,499.000 | 4,497.00
|
SUBGRADE PREPARATION | SY | 1,499.000 | 4,497.00
|
| | 1,821.000 | 5,463.00
|
| | 1,821.000 | 5,463.00
|
| | |
|
0092 9188.50 | 20.00 | 482.000 | 9,640.00
|
SURFACING UNDER GUARDRAIL | SY | 482.000 | 9,640.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0093 9300.52 | 5,000.00 | 1.000 | 5,000.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,645,625.08
|
| | Current | 1,645,625.08
|
| | In place | 526,430.49
|
| | This Estimate | 324,556.23
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0094 0001.08 | 0.50 | 36,670.000 | 18,335.00
|
BARRICADE, TYPE II | BDAY | 36,670.000 | 18,335.00
|
| | 672.000 | 336.00
|
| | 412.000 | 206.00
|
| | |
|
0095 0001.10 | 1.50 | 13,798.000 | 20,697.00
|
BARRICADE, TYPE III | BDAY | 13,798.000 | 20,697.00
|
| | 14,921.000 | 22,381.50
|
| | 1,100.000 | 1,650.00
|
| | |
|
0096 0001.75 | 5.00 | 564.000 | 2,820.00
|
TEMPORARY SIGN DAY | EACH | 564.000 | 2,820.00
|
| | 193.000 | 965.00
|
| | 193.000 | 965.00
|
| | |
|
0097 0001.90 | 0.50 | 18,704.000 | 9,352.00
|
SIGN DAY | EACH | 18,704.000 | 9,352.00
|
| | 13,995.000 | 6,997.50
|
| | 1,857.000 | 928.50
|
| | |
|
0098 0003.10 | 185.00 | 114.000 | 21,090.00
|
FLAGGING | DAY | 114.000 | 21,090.00
|
| | 12.000 | 2,220.00
|
| | 12.000 | 2,220.00
|
| | |
|
0099 0003.20 | 285.00 | 35.000 | 9,975.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 35.000 | 9,975.00
|
| | 5.000 | 1,425.00
|
| | 5.000 | 1,425.00
|
| | |
|
0100 0010.04 | 2,000.00 | 1.000 | 2,000.00
|
FIELD OFFICE | EACH | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0101 0030.10 | 10,000.00 | 1.000 | 10,000.00
|
MOBILIZATION | LS | 1.000 | 10,000.00
|
| | 0.500 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0102 9110.01 | 65.00 | 45.000 | 2,925.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 45.000 | 2,925.00
|
| | 4.000 | 260.00
|
| | 4.000 | 260.00
|
| | |
|
0103 9110.02 | 60.00 | 40.000 | 2,400.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 40.000 | 2,400.00
|
| | 7.000 | 420.00
|
| | 7.000 | 420.00
|
| | |
|
0104 9110.03 | 55.00 | 45.000 | 2,475.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 45.000 | 2,475.00
|
| | 5.000 | 275.00
|
| | 5.000 | 275.00
|
| | |
|
0105 9110.06 | 75.00 | 5.000 | 375.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 5.000 | 375.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0106 9110.07 | 50.00 | 45.000 | 2,250.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 45.000 | 2,250.00
|
| | 1.000 | 50.00
|
| | 1.000 | 50.00
|
| | |
|
4002 0001.99 | 0.80 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 2,900.000 | 2,320.00
|
Road Closed and Road Closed/LTO | | 3,088.000 | 2,470.40
|
| | 260.000 | 208.00
|
| | |
|
4005 0005.10 | 125.00 | 0.000 | 0.00
|
TRAFFIC CONTROL MANAGEMENT | DAY | 85.000 | 10,625.00
|
| | 72.000 | 9,000.00
|
| | 19.000 | 2,375.00
|
| | |
|
4008 0096.07 | 500.00 | 0.000 | 0.00
|
DEDUCTION | EACH | 3.000 | 1,500.00
|
TCM liquidated damage assessment. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 104,694.00
|
| | Current | 119,139.00
|
| | In place | 51,800.40
|
| | This Estimate | 10,982.50
|
| | |
|
Totals for contract | | Contracted | 2,825,560.32
|
---|
| | Current | 2,853,763.32
|
---|
| | In place | 1,562,795.35
|
---|
| | This Estimate | 389,024.78
|
---|