| | | 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 L020.00 | 30.00 | 100.000 | 3,000.00
|
EROSION CONTROL | SY | 100.000 | 3,000.00
|
| | 100.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.02 | 1.60 | 4,254.000 | 6,806.40
|
EROSION CONTROL, TYPE B | SY | 4,254.000 | 6,806.40
|
| | 4,254.000 | 6,806.40
|
| | 0.000 | 0.00
|
| | |
|
0003 L022.11 | 2.20 | 2,187.000 | 4,811.40
|
FABRIC SILT FENCE-LOW POROSITY | LF | 2,187.000 | 4,811.40
|
| | 2,299.000 | 5,057.80
|
| | 0.000 | 0.00
|
| | |
|
0004 0030.10 | 9,700.00 | 1.000 | 9,700.00
|
MOBILIZATION | LS | 1.000 | 9,700.00
|
| | 1.000 | 9,700.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1009.00 | 6,350.00 | 1.000 | 6,350.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 6,350.00
|
| | 1.000 | 6,350.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1011.00 | 10.00 | 237.000 | 2,370.00
|
WATER | MGAL | 237.000 | 2,370.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1012.00 | 58.00 | 24.000 | 1,392.00
|
RIGHT-OF-WAY MARKERS | EACH | 24.000 | 1,392.00
|
| | 20.000 | 1,160.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1030.00 | 5.67 | 10,543.000 | 59,778.81
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 10,543.000 | 59,778.81
|
| | 10,543.000 | 59,778.81
|
| | 0.000 | 0.00
|
| | |
|
0009 4035.00 | 65.00 | 1.000 | 65.00
|
REMOVE FLARED-END SECTION | EACH | 1.000 | 65.00
|
| | 1.000 | 65.00
|
| | 0.000 | 0.00
|
| | |
|
0010 4360.24 | 185.00 | 1.000 | 185.00
|
24" METAL FLARED-END SECTION | EACH | 1.000 | 185.00
|
| | 1.000 | 185.00
|
| | 0.000 | 0.00
|
| | |
|
0011 7017.00 | 1.75 | 2,100.000 | 3,675.00
|
REMOVE GUARDRAIL | LF | 2,100.000 | 3,675.00
|
| | 2,100.000 | 3,675.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 98,133.61
|
| | Current | 98,133.61
|
| | In place | 95,778.01
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0012 0030.40 | 6,500.00 | 1.000 | 6,500.00
|
MOBILIZATION | LS | 1.000 | 6,500.00
|
| | 1.000 | 6,500.00
|
| | 0.000 | 0.00
|
| | |
|
0013 1043.50 | 1.60 | 937.000 | 1,499.20
|
RIPRAP FILTER FABRIC | SY | 937.000 | 1,499.20
|
| | 937.000 | 1,499.20
|
| | 0.000 | 0.00
|
| | |
|
0014 4003.00 | 1.15 | 2,925.000 | 3,363.75
|
CAST IRON COVER, FRAME, AND FLANGE | LB | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 4035.00 | 65.00 | 14.000 | 910.00
|
REMOVE FLARED-END SECTION | EACH | 14.000 | 910.00
|
| | 14.000 | 910.00
|
| | 0.000 | 0.00
|
| | |
|
0016 4043.00 | 5.50 | 40.000 | 220.00
|
REMOVE CULVERT PIPE | LF | 40.000 | 220.00
|
| | 40.000 | 220.00
|
| | 0.000 | 0.00
|
| | |
|
0017 4044.00 | 700.00 | 1.000 | 700.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 700.00
|
AT STA. 54+20.03 | | 1.000 | 700.00
|
| | 0.000 | 0.00
|
| | |
|
0018 4044.01 | 2,200.00 | 1.000 | 2,200.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,200.00
|
AT STA. 157+34.05 | | 1.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0019 4044.02 | 1,200.00 | 1.000 | 1,200.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,200.00
|
AT STA. 195+07.83 | | 1.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
0020 4044.03 | 1,100.00 | 1.000 | 1,100.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,100.00
|
AT STA. 232+44.7 | | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
0021 4044.04 | 1,200.00 | 1.000 | 1,200.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,200.00
|
AT STA. 259+22.17 | | 1.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
0022 4050.01 | 7.00 | 65.000 | 455.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 65.000 | 455.00
|
| | 65.000 | 455.00
|
| | 0.000 | 0.00
|
| | |
|
0023 4051.01 | 9.00 | 137.000 | 1,233.00
|
EXCAVATION FOR BOX CULVERTS | CY | 145.000 | 1,305.00
|
| | 145.000 | 1,305.00
|
| | 0.000 | 0.00
|
| | |
|
0024 4100.06 | 600.00 | 1.100 | 660.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 1.100 | 660.00
|
| | 1.100 | 660.00
|
| | 0.000 | 0.00
|
| | |
|
0025 4101.06 | 285.00 | 201.440 | 57,410.40
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 221.720 | 63,190.20
|
| | 222.519 | 63,417.92
|
| | 0.000 | 0.00
|
| | |
|
0026 4150.00 | 1.30 | 84.000 | 109.20
|
REINFORCING STEEL FOR HEADWALL | LB | 84.000 | 109.20
|
| | 84.000 | 109.20
|
| | 0.000 | 0.00
|
| | |
|
0027 4151.00 | 0.60 | 18,539.000 | 11,123.40
|
REINFORCING STEEL FOR BOX CULVERT | LB | 19,976.000 | 11,985.60
|
| | 19,969.000 | 11,981.40
|
| | 0.000 | 0.00
|
| | |
|
0028 4300.24 | 20.00 | 86.000 | 1,720.00
|
24" CULVERT PIPE | LF | 86.000 | 1,720.00
|
| | 86.000 | 1,720.00
|
| | 0.000 | 0.00
|
| | |
|
0029 4310.24 | 180.00 | 3.000 | 540.00
|
24" FLARED-END SECTION | EACH | 3.000 | 540.00
|
| | 3.000 | 540.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4350.30 | 29.00 | 6.000 | 174.00
|
30" CORRUGATED METAL PIPE | LF | 6.000 | 174.00
|
| | 6.000 | 174.00
|
| | 0.000 | 0.00
|
| | |
|
0031 4350.36 | 34.00 | 6.000 | 204.00
|
36" CORRUGATED METAL PIPE | LF | 6.000 | 204.00
|
| | 6.000 | 204.00
|
| | 0.000 | 0.00
|
| | |
|
0032 4350.42 | 44.00 | 8.000 | 352.00
|
42" CORRUGATED METAL PIPE | LF | 8.000 | 352.00
|
| | 18.000 | 792.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4350.48 | 47.00 | 86.000 | 4,042.00
|
48" CORRUGATED METAL PIPE | LF | 86.000 | 4,042.00
|
| | 86.000 | 4,042.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4360.24 | 180.00 | 1.000 | 180.00
|
24" METAL FLARED-END SECTION | EACH | 1.000 | 180.00
|
| | 2.000 | 360.00
|
| | 0.000 | 0.00
|
| | |
|
0035 4360.30 | 260.00 | 1.000 | 260.00
|
30" METAL FLARED-END SECTION | EACH | 1.000 | 260.00
|
| | 1.000 | 260.00
|
| | 0.000 | 0.00
|
| | |
|
0036 4360.36 | 360.00 | 1.000 | 360.00
|
36" METAL FLARED-END SECTION | EACH | 1.000 | 360.00
|
| | 1.000 | 360.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4360.42 | 680.00 | 2.000 | 1,360.00
|
42" METAL FLARED-END SECTION | EACH | 2.000 | 1,360.00
|
| | 2.000 | 1,360.00
|
| | 0.000 | 0.00
|
| | |
|
0038 4360.48 | 760.00 | 8.000 | 6,080.00
|
48" METAL FLARED-END SECTION | EACH | 8.000 | 6,080.00
|
| | 8.000 | 6,080.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6104.00 | 12.00 | 179.000 | 2,148.00
|
BROKEN CONCRETE RIPRAP | TON | 179.000 | 2,148.00
|
| | 179.000 | 2,148.00
|
| | 0.000 | 0.00
|
| | |
|
0040 6105.02 | 36.00 | 643.000 | 23,148.00
|
ROCK RIPRAP, TYPE B | TON | 643.000 | 23,148.00
|
| | 651.270 | 23,445.72
|
| | 0.000 | 0.00
|
| | |
|
4008 6970.01 | 60.25 | 0.000 | 0.00
|
FREIGHT | EACH | 9.000 | 542.25
|
Additional Freight | | 9.000 | 542.25
|
| | 0.000 | 0.00
|
| | |
|
4009 4977.04 | 124.75 | 0.000 | 0.00
|
RESTOCK | EACH | 9.000 | 1,122.75
|
Restocking Cost | | 9.000 | 1,122.75
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 130,451.95
|
| | Current | 135,467.20
|
| | In place | 136,608.44
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4A CONCRETE BOX CULVERT AT STA. 409+79.94 | | |
|
0041 0030.40 | 1,685.00 | 1.000 | 1,685.00
|
MOBILIZATION | LS | 1.000 | 1,685.00
|
| | 1.000 | 1,685.00
|
| | 0.000 | 0.00
|
| | |
|
0042 4044.05 | 1,700.00 | 1.000 | 1,700.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,700.00
|
AT STA. 409+79.94 | | 1.000 | 1,700.00
|
| | 0.000 | 0.00
|
| | |
|
0043 4051.01 | 10.00 | 17.000 | 170.00
|
EXCAVATION FOR BOX CULVERTS | CY | 17.000 | 170.00
|
| | 17.000 | 170.00
|
| | 0.000 | 0.00
|
| | |
|
0044 4101.06 | 285.00 | 29.230 | 8,330.55
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 29.230 | 8,330.55
|
| | 29.230 | 8,330.55
|
| | 0.000 | 0.00
|
| | |
|
0045 4151.00 | 0.60 | 2,612.000 | 1,567.20
|
REINFORCING STEEL FOR BOX CULVERT | LB | 2,612.000 | 1,567.20
|
| | 2,612.000 | 1,567.20
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A CONCRETE BOX CULVERT AT STA. 409+79.94 | | Contracted | 13,452.75
|
| | Current | 13,452.75
|
| | In place | 13,452.75
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0046 L001.02 | 349.00 | 35.500 | 12,389.50
|
SEEDING, TYPE B | ACRE | 35.500 | 12,389.50
|
| | 45.000 | 15,705.00
|
| | 0.000 | 0.00
|
| | |
|
0047 L032.75 | 52.00 | 80.000 | 4,160.00
|
MULCH | TON | 80.000 | 4,160.00
|
| | 88.660 | 4,610.32
|
| | 0.000 | 0.00
|
| | |
|
0048 0002.55 | 7.00 | 1,988.200 | 13,917.40
|
OVERLAY BROKEN LINES | STA | 1,988.200 | 13,917.40
|
| | 1,895.310 | 13,267.17
|
| | 0.000 | 0.00
|
| | |
|
0049 0002.60 | 8.00 | 3,856.800 | 30,854.40
|
OVERLAY SOLID LINES | STA | 3,856.800 | 30,854.40
|
| | 3,871.120 | 30,968.96
|
| | 0.000 | 0.00
|
| | |
|
0050 0002.76 | 0.05 | 168,000.000 | 8,400.00
|
PERMANENT PAVEMENT MARKING PAINT | LF | 168,000.000 | 8,400.00
|
| | 154,240.000 | 7,712.00
|
| | 0.000 | 0.00
|
| | |
|
0051 0030.90 | 30,000.00 | 1.000 | 30,000.00
|
MOBILIZATION | LS | 1.000 | 30,000.00
|
| | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
0052 1020.03 | 17.50 | 56.000 | 980.00
|
DELINEATOR, TYPE III | EACH | 56.000 | 980.00
|
| | 61.000 | 1,067.50
|
| | 0.000 | 0.00
|
| | |
|
0053 1020.20 | 22.00 | 28.000 | 616.00
|
INSTALL CHEVRONS | EACH | 28.000 | 616.00
|
| | 16.000 | 352.00
|
| | 0.000 | 0.00
|
| | |
|
0054 2001.00 | 7.00 | 185.000 | 1,295.00
|
GRAVEL SURFACE COURSE | CY | 185.000 | 1,295.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 2020.00 | 6.50 | 361.000 | 2,346.50
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 361.000 | 2,346.50
|
| | 1,797.000 | 11,680.50
|
| | 0.000 | 0.00
|
| | |
|
0056 2021.00 | 40.00 | 17.000 | 680.00
|
MAILBOX POST | EACH | 17.000 | 680.00
|
| | 20.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
0057 4015.00 | 350.00 | 5.000 | 1,750.00
|
ADJUST MANHOLE TO GRADE | EACH | 5.000 | 1,750.00
|
| | 7.000 | 2,450.00
|
| | 0.000 | 0.00
|
| | |
|
0058 9000.75 | 14.01 | 500.000 | 7,005.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 7,005.00
|
SP2(0.5) | | 1,004.750 | 14,076.55
|
| | 0.000 | 0.00
|
| | |
|
0059 9005.00 | 24.01 | 600.000 | 14,406.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 600.000 | 14,406.00
|
SP2(0.5) | | 36.860 | 885.01
|
| | 0.000 | 0.00
|
| | |
|
0060 9005.30 | 14.01 | 46,210.000 | 647,402.10
|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 46,210.000 | 647,402.10
|
| | 46,860.660 | 656,517.85
|
| | 144.330 | 2,022.06
|
| | |
|
0061 9009.00 | 2.00 | 8,703.000 | 17,406.00
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 8,703.000 | 17,406.00
|
| | 8,678.000 | 17,356.00
|
| | 0.000 | 0.00
|
| | |
|
0062 9020.91 | 140.00 | 27.000 | 3,780.00
|
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 3,780.00
|
| | 46.095 | 6,453.30
|
| | 0.000 | 0.00
|
| | |
|
0063 9021.01 | 140.00 | 2,527.740 | 353,883.60
|
PERFORMANCE GRADED BINDER (64-22) | TON | 2,527.740 | 353,883.60
|
| | 2,229.440 | 312,121.60
|
| | 7.049 | 986.86
|
| | |
|
0064 9034.00 | 2.00 | 1,238.000 | 2,476.00
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 1,238.000 | 2,476.00
|
| | 1,141.000 | 2,282.00
|
| | 0.000 | 0.00
|
| | |
|
0065 9053.00 | 1.00 | 39,900.000 | 39,900.00
|
TACK COAT | GAL | 39,900.000 | 39,900.00
|
| | 44,900.000 | 44,900.00
|
| | 0.000 | 0.00
|
| | |
|
0066 9111.00 | 10.00 | 322.000 | 3,220.00
|
WATER | MGAL | 322.000 | 3,220.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 9170.00 | 39.88 | 1,289.099 | 51,409.27
|
EARTH SHOULDER CONSTRUCTION | STA | 0.000 | 0.00
|
| | 0.000 | -0.01
|
| | 0.000 | 0.00
|
| | |
|
0068 9179.23 | 110.00 | 644.550 | 70,900.50
|
COLD MILLING, CLASS 3 | STA | 644.550 | 70,900.50
|
| | 648.610 | 71,347.10
|
| | 0.000 | 0.00
|
| | |
|
0069 9179.24 | 225.00 | 29.920 | 6,732.00
|
COLD MILLING, CLASS 4 | STA | 29.920 | 6,732.00
|
| | 26.860 | 6,043.50
|
| | 0.000 | 0.00
|
| | |
|
0070 9186.00 | 1.00 | 10,140.000 | 10,140.00
|
CONCRETE SURFACE MILLING | SY | 10,140.000 | 10,140.00
|
| | 1,662.010 | 1,662.01
|
| | 0.000 | 0.00
|
| | |
|
0071 9300.50 | 6,000.00 | 1.000 | 6,000.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 6,000.00
|
| | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
4000 7512.04 | 14.70 | 0.000 | 0.00
|
24" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 84.000 | 1,234.80
|
School Cross-Walk | | 84.000 | 1,234.80
|
| | 0.000 | 0.00
|
| | |
|
4003 9170.00 | 52.53 | 0.000 | 0.00
|
EARTH SHOULDER CONSTRUCTION | STA | 1,286.540 | 67,581.95
|
Earth Shoulder Construction (Revised) | | 1,286.540 | 67,581.95
|
| | 0.000 | 0.00
|
| | |
|
4004 9300.56 | 0.3684 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 0.000 | 0.00
|
SP2 (0.5) | | 0.000 | 0.00
|
| | -46,757.940 | -17,225.63
|
| | |
|
4005 9300.60 | 0.654 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | TON | 18,529.880 | 12,118.54
|
SP2 ( 0.5 ) | | 18,529.880 | 12,118.54
|
| | 0.000 | 0.00
|
| | |
|
4006 9300.77 | 6.538 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER | TON | 907.960 | 5,936.24
|
PG Binder (64 - 22) | | 907.960 | 5,936.24
|
| | 0.000 | 0.00
|
| | |
|
4007 2001.00 | 5.25 | 0.000 | 0.00
|
GRAVEL SURFACE COURSE | CY | 197.120 | 1,034.88
|
Gravel Surface Course (Deduction) | | 197.120 | 1,034.88
|
| | 0.000 | 0.00
|
| | |
|
4010 9300.56 | 0.3769 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 46,902.070 | 17,677.39
|
SP2 (0.5) | | 46,902.070 | 17,677.39
|
| | 46,902.070 | 17,677.39
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,342,049.27
|
| | Current | 1,396,223.80
|
| | In place | 1,363,842.16
|
| | This Estimate | 3,460.68
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0072 0001.08 | 0.50 | 13,900.000 | 6,950.00
|
BARRICADE, TYPE II | BDAY | 13,900.000 | 6,950.00
|
| | 11,580.000 | 5,790.00
|
| | 0.000 | 0.00
|
| | |
|
0073 0001.10 | 2.50 | 584.000 | 1,460.00
|
BARRICADE, TYPE III | BDAY | 584.000 | 1,460.00
|
| | 1,903.000 | 4,757.50
|
| | 0.000 | 0.00
|
| | |
|
0074 0001.30 | 2.50 | 292.000 | 730.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 292.000 | 730.00
|
| | 126.000 | 315.00
|
| | 0.000 | 0.00
|
| | |
|
0075 0001.75 | 5.00 | 1,440.000 | 7,200.00
|
TEMPORARY SIGN DAY | EACH | 1,440.000 | 7,200.00
|
| | 346.000 | 1,730.00
|
| | 0.000 | 0.00
|
| | |
|
0076 0001.90 | 0.50 | 14,128.000 | 7,064.00
|
SIGN DAY | EACH | 14,128.000 | 7,064.00
|
| | 7,106.000 | 3,553.00
|
| | 0.000 | 0.00
|
| | |
|
0077 0003.10 | 175.00 | 170.000 | 29,750.00
|
FLAGGING | DAY | 170.000 | 29,750.00
|
| | 67.000 | 11,725.00
|
| | 0.000 | 0.00
|
| | |
|
0078 0003.20 | 275.00 | 30.000 | 8,250.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 30.000 | 8,250.00
|
| | 25.500 | 7,012.50
|
| | 0.000 | 0.00
|
| | |
|
0079 0010.04 | 1,000.00 | 1.000 | 1,000.00
|
FIELD OFFICE | EACH | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 0030.10 | 5,000.00 | 1.000 | 5,000.00
|
MOBILIZATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0081 9110.01 | 65.00 | 80.000 | 5,200.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 80.000 | 5,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 9110.02 | 60.00 | 60.000 | 3,600.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 60.000 | 3,600.00
|
| | 2.000 | 120.00
|
| | 0.000 | 0.00
|
| | |
|
0083 9110.03 | 50.00 | 80.000 | 4,000.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 80.000 | 4,000.00
|
| | 2.000 | 100.00
|
| | 0.000 | 0.00
|
| | |
|
0084 9110.07 | 45.00 | 80.000 | 3,600.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 80.000 | 3,600.00
|
| | 4.000 | 180.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 83,804.00
|
| | Current | 83,804.00
|
| | In place | 40,283.00
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 1,667,891.58
|
---|
| | Current | 1,727,081.36
|
---|
| | In place | 1,649,964.36
|
---|
| | This Estimate | 3,460.68
|
---|