| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0047 | 9005.23 | ASPHALTIC CONCRETE, TYPE SPS | |
|
| | S.P. Initial Payment | 14,629.60 | 062800
|
| | 3/4 Rock | |
|
| | S.P. Initial Payment | 2,656.60 | 062800
|
| | 2A Gravel | |
|
| | S.P. Initial Payment | 38,938.50 | 062800
|
| | Wash Sand | |
|
0048 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(12.5) | |
|
| | S.P. Initial Payment | 14,728.82 | 062800
|
| | 3/4 Rock | |
|
| | S.P. Initial Payment | 2,814.25 | 062800
|
| | 2A gravel | |
|
| | S.P. Initial Payment | 66,289.49 | 062800
|
| | 3A gravel | |
|
| | S.P. Initial Payment | 40,162.19 | 062800
|
| | Wash Sand | |
|
| | Total for estimate 0003: | 180,219.45 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0048 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(12.5) | |
|
| | S.P. Adjustment | -3,110.40 | 062800
|
| | 3/4 Rock | |
|
| | S.P. Adjustment | -2,814.25 | 062800
|
| | 2A gravel | |
|
| | S.P. Adjustment | -2,774.82 | 062800
|
| | 3A gravel | |
|
| | S.P. Adjustment | -865.75 | 062800
|
| | Wash Sand | |
|
| | Total for estimate 0008: | -9,565.22 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0047 | 9005.23 | ASPHALTIC CONCRETE, TYPE SPS | |
|
| | S.P. Adjustment | -14,629.60 | 062800
|
| | 3/4 Rock | |
|
| | S.P. Adjustment | -2,656.60 | 062800
|
| | 2A Gravel | |
|
| | S.P. Adjustment | -15,522.07 | 062800
|
| | Wash Sand | |
|
0048 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(12.5) | |
|
| | S.P. Adjustment | -11,618.42 | 062800
|
| | 3/4 Rock | |
|
| | S.P. Adjustment | -63,514.67 | 062800
|
| | 3A gravel | |
|
| | S.P. Adjustment | -28,278.97 | 062800
|
| | Wash Sand | |
|
| | Total for estimate 0009: | -136,220.33 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0047 | 9005.23 | ASPHALTIC CONCRETE, TYPE SPS | |
|
| | S.P. Adjustment | -23,416.43 | 062800
|
| | Wash Sand | |
|
| | Total for estimate 0010: | -23,416.43 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0048 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(12.5) | |
|
| | S.P. Adjustment | -298.96 | 062800
|
| | Wash Sand | |
|
| | Total for estimate 0011: | -298.96 |
|
Est Nbr: | 0013 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0001 | L020.01 | EROSION CONTROL, TYPE A | |
|
| | S.P. Initial Payment | 30,000.00 | 087070
|
| | C51 TURF REINFORCED MAT w/FABRIC | |
|
| | Total for estimate 0013: | 30,000.00 |
|
Est Nbr: | 0014 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0048 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(12.5) | |
|
| | S.P. Adjustment | -10,718.52 | 062800
|
| | Wash Sand | |
|
| | Total for estimate 0014: | -10,718.52 |
|
Est Nbr: | 0015 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0001 | L020.01 | EROSION CONTROL, TYPE A | |
|
| | S.P. Adjustment | -22,433.35 | 087070
|
| | C51 TURF REINFORCED MAT w/FABRIC | |
|
| | Total for estimate 0015: | -22,433.35 |
|
Est Nbr: | 0016 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0001 | L020.01 | EROSION CONTROL, TYPE A | |
|
| | S.P. Adjustment | -5,548.76 | 087070
|
| | C51 TURF REINFORCED MAT w/FABRIC | |
|
| | Total for estimate 0016: | -5,548.76 |
|
| | Total remaining for contract: | 2,017.88 |
|
---|
| | | 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 L020.01 | 6.60 | 7,760.900 | 51,221.94
|
EROSION CONTROL, TYPE A | m2 | 7,760.900 | 51,221.94
|
| | 7,238.040 | 47,771.07
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.02 | 1.70 | 4,219.200 | 7,172.64
|
EROSION CONTROL, TYPE B | m2 | 4,219.200 | 7,172.64
|
| | 3,789.600 | 6,442.32
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.20 | 0.60 | 8,782.600 | 5,269.56
|
SLOPE PROTECTION NETTING | m2 | 8,782.600 | 5,269.56
|
| | 8,795.000 | 5,277.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L021.01 | 23.00 | 144.000 | 3,312.00
|
EROSION CHECKS, TYPE A | BALE | 144.000 | 3,312.00
|
| | 122.000 | 2,806.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L021.11 | 26.00 | 228.000 | 5,928.00
|
EROSION CHECKS, TYPE ST-A | BALE | 228.000 | 5,928.00
|
| | 228.000 | 5,928.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L022.25 | 14.00 | 515.000 | 7,210.00
|
FABRIC SILT FENCE, TYPE COIR FIBER | m | 515.000 | 7,210.00
|
| | 2,962.600 | 41,476.40
|
| | 0.000 | 0.00
|
| | |
|
0007 0030.10 | 34,000.00 | 1.000 | 34,000.00
|
MOBILIZATION | LS | 1.000 | 34,000.00
|
| | 1.000 | 34,000.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1009.00 | 2,600.00 | 1.000 | 2,600.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,600.00
|
| | 1.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1010.00 | 1.76 | 173,978.000 | 306,201.28
|
EXCAVATION | m3 | 173,978.000 | 306,201.28
|
| | 173,978.000 | 306,201.28
|
| | 0.000 | 0.00
|
| | |
|
0010 1011.00 | 0.20 | 4,362.000 | 872.40
|
WATER | kL | 4,362.000 | 872.40
|
| | 3,100.780 | 620.16
|
| | 0.000 | 0.00
|
| | |
|
0011 1017.00 | 43,000.00 | 1.000 | 43,000.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 43,000.00
|
| | 1.000 | 43,000.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1040.00 | 0.40 | 515,300.000 | 206,120.00
|
SLOPE PROTECTION | m2 | 515,300.000 | 206,120.00
|
| | 676,169.069 | 270,467.63
|
| | 0.000 | 0.00
|
| | |
|
0013 1040.06 | 88.00 | 567.000 | 49,896.00
|
SLOPE PROTECTION MULCH | Mg | 567.000 | 49,896.00
|
| | 743.786 | 65,453.17
|
| | 0.000 | 0.00
|
| | |
|
0014 1042.00 | 0.76 | 4,450.000 | 3,382.00
|
SALVAGING AND PLACING HYDRIC SOIL | m2 | 4,450.000 | 3,382.00
|
| | 4,450.000 | 3,382.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1102.00 | 2.10 | 1,161.000 | 2,438.10
|
REMOVE ASPHALT SURFACE | m2 | 1,161.000 | 2,438.10
|
| | 1,511.547 | 3,174.24
|
| | 0.000 | 0.00
|
| | |
|
0016 1109.00 | 1.50 | 456.000 | 684.00
|
REMOVE CURB | m | 456.000 | 684.00
|
| | 122.000 | 183.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1701.24 | 64.00 | 132.000 | 8,448.00
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 132.000 | 8,448.00
|
| | 71.000 | 4,544.00
|
| | 0.000 | 0.00
|
| | |
|
0018 7017.00 | 7.10 | 800.000 | 5,680.00
|
REMOVE GUARDRAIL | m | 800.000 | 5,680.00
|
| | 794.000 | 5,637.40
|
| | 0.000 | 0.00
|
| | |
|
0019 9110.09 | 100.00 | 10.000 | 1,000.00
|
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED | HOUR | 10.000 | 1,000.00
|
| | 11.500 | 1,150.00
|
| | 0.000 | 0.00
|
| | |
|
0401 1900.01 | 1.00 | 0.000 | 0.00
|
FUEL COST ADJUSTMENT | m3 | 115.487 | 115.49
|
Group 1 Fuel Cost Adjustment | | 115.487 | 115.49
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 744,435.92
|
| | Current | 744,551.41
|
| | In place | 850,229.16
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0020 P300.24 | 60.00 | 3.000 | 180.00
|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 3.000 | 180.00
|
| | 0.500 | 30.00
|
| | 0.000 | 0.00
|
| | |
|
0021 P300.30 | 75.00 | 98.000 | 7,350.00
|
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 98.000 | 7,350.00
|
| | 88.435 | 6,632.63
|
| | 0.000 | 0.00
|
| | |
|
0022 P300.36 | 97.00 | 6.500 | 630.50
|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 6.500 | 630.50
|
| | 5.900 | 572.30
|
| | 0.000 | 0.00
|
| | |
|
0023 P300.42 | 130.00 | 33.000 | 4,290.00
|
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 33.000 | 4,290.00
|
| | 26.500 | 3,445.00
|
| | 0.000 | 0.00
|
| | |
|
0024 0030.40 | 3,500.00 | 1.000 | 3,500.00
|
MOBILIZATION | LS | 1.000 | 3,500.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0025 4035.00 | 120.00 | 7.000 | 840.00
|
REMOVE FLARED-END SECTION | EACH | 7.000 | 840.00
|
| | 7.000 | 840.00
|
| | 0.000 | 0.00
|
| | |
|
0026 4040.00 | 200.00 | 20.000 | 4,000.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 20.000 | 4,000.00
|
| | 20.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0027 4050.01 | 23.00 | 129.000 | 2,967.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 129.000 | 2,967.00
|
| | 122.000 | 2,806.00
|
| | 0.000 | 0.00
|
| | |
|
0028 4130.06 | 5,600.00 | 0.115 | 644.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.115 | 644.00
|
| | 0.115 | 644.00
|
| | 0.000 | 0.00
|
| | |
|
0029 4310.24 | 170.00 | 1.000 | 170.00
|
600 mm FLARED-END SECTION | EACH | 1.000 | 170.00
|
| | 1.000 | 170.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4310.30 | 240.00 | 20.000 | 4,800.00
|
750 mm FLARED-END SECTION | EACH | 20.000 | 4,800.00
|
| | 20.000 | 4,800.00
|
| | 0.000 | 0.00
|
| | |
|
0031 4310.36 | 310.00 | 1.000 | 310.00
|
900 mm FLARED-END SECTION | EACH | 1.000 | 310.00
|
| | 1.000 | 310.00
|
| | 0.000 | 0.00
|
| | |
|
0032 4310.42 | 520.00 | 5.000 | 2,600.00
|
1050 mm FLARED-END SECTION | EACH | 5.000 | 2,600.00
|
| | 5.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 32,281.50
|
| | Current | 32,281.50
|
| | In place | 30,349.93
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0033 A070.10 | 12.00 | 35.000 | 420.00
|
38 mm CONDUIT IN TRENCH | m | 35.000 | 420.00
|
| | 42.670 | 512.04
|
| | 0.000 | 0.00
|
| | |
|
0034 A080.23 | 3.10 | 96.000 | 297.60
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 96.000 | 297.60
|
| | 84.125 | 260.79
|
| | 0.000 | 0.00
|
| | |
|
0035 A080.25 | 4.10 | 192.000 | 787.20
|
STREET LIGHTING CABLE, NO. 6 USE | m | 192.000 | 787.20
|
| | 168.250 | 689.83
|
| | 0.000 | 0.00
|
| | |
|
0036 A700.20 | 1,000.00 | 1.000 | 1,000.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0037 0030.81 | 2,200.00 | 1.000 | 2,200.00
|
MOBILIZATION | LS | 1.000 | 2,200.00
|
| | 1.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 4,704.80
|
| | Current | 4,704.80
|
| | In place | 4,662.66
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0038 0002.40 | 17.00 | 1,931.200 | 32,830.40
|
TEMPORARY SOLID LINES | StaM | 1,931.200 | 32,830.40
|
| | 2,093.053 | 35,581.90
|
| | 0.000 | 0.00
|
| | |
|
0039 0002.45 | 17.00 | 724.200 | 12,311.40
|
TEMPORARY BROKEN LINES | StaM | 724.200 | 12,311.40
|
| | 819.443 | 13,930.53
|
| | 0.000 | 0.00
|
| | |
|
0040 0030.90 | 82,500.00 | 1.000 | 82,500.00
|
MOBILIZATION | LS | 1.000 | 82,500.00
|
| | 1.000 | 82,500.00
|
| | 0.000 | 0.00
|
| | |
|
0041 1020.03 | 13.00 | 169.000 | 2,197.00
|
DELINEATOR, TYPE III | EACH | 169.000 | 2,197.00
|
| | 238.000 | 3,094.00
|
| | 8.000 | 104.00
|
| | |
|
0042 2001.00 | 38.00 | 41.800 | 1,588.40
|
GRAVEL SURFACE COURSE | m3 | 41.800 | 1,588.40
|
| | 30.000 | 1,140.00
|
| | 0.000 | 0.00
|
| | |
|
0043 2021.00 | 51.00 | 3.000 | 153.00
|
MAILBOX POST | EACH | 3.000 | 153.00
|
| | 6.000 | 306.00
|
| | 0.000 | 0.00
|
| | |
|
0044 8111.00 | 51.00 | 482.808 | 24,623.21
|
SHOULDER SUBGRADE PREPARATION | StaM | 482.808 | 24,623.21
|
| | 483.230 | 24,644.73
|
| | 0.000 | 0.00
|
| | |
|
0045 9000.75 | 13.00 | 200.000 | 2,600.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 200.000 | 2,600.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 9005.00 | 48.00 | 500.000 | 24,000.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 500.000 | 24,000.00
|
SP2(12.5) | | 65.166 | 3,127.97
|
| | 0.000 | 0.00
|
| | |
|
0047 9005.23 | 16.00 | 42,280.000 | 676,480.00
|
ASPHALTIC CONCRETE, TYPE SPS | Mg | 42,280.000 | 676,480.00
|
| | 42,497.150 | 679,954.40
|
| | 0.000 | 0.00
|
| | |
|
0048 9005.30 | 23.00 | 51,750.000 | 1,190,250.00
|
ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 51,750.000 | 1,190,250.00
|
| | 53,298.244 | 1,225,859.60
|
| | 0.000 | 0.00
|
| | |
|
0049 9009.00 | 9.50 | 1,666.000 | 15,827.00
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 1,666.000 | 15,827.00
|
| | 2,268.325 | 21,549.09
|
| | 0.000 | 0.00
|
| | |
|
0050 9020.92 | 200.00 | 10.600 | 2,120.00
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | Mg | 10.600 | 2,120.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 9021.03 | 200.00 | 4,957.840 | 991,568.00
|
PERFORMANCE GRADED BINDER (58-28) | Mg | 0.000 | 0.00
|
| | 157.338 | 31,467.60
|
| | 0.000 | 0.00
|
| | |
|
0052 9034.00 | 0.90 | 1,666.000 | 1,499.40
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 1,666.000 | 1,499.40
|
| | 2,268.325 | 2,041.50
|
| | 0.000 | 0.00
|
| | |
|
0053 9053.00 | 0.25 | 187,090.000 | 46,772.50
|
TACK COAT | L | 187,090.000 | 46,772.50
|
| | 229,775.456 | 57,443.87
|
| | 0.000 | 0.00
|
| | |
|
0054 9111.00 | 0.40 | 2,891.000 | 1,156.40
|
WATER | kL | 2,891.000 | 1,156.40
|
| | 1,560.960 | 624.38
|
| | 0.000 | 0.00
|
| | |
|
0055 9179.23 | 400.00 | 242.083 | 96,833.20
|
COLD MILLING, CLASS 3 | StaM | 242.083 | 96,833.20
|
| | 244.664 | 97,865.60
|
| | 0.000 | 0.00
|
| | |
|
0056 9300.50 | 550.00 | 1.000 | 550.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 550.00
|
| | 1.000 | 550.00
|
| | 0.000 | 0.00
|
| | |
|
0402 9021.01 | 200.00 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 4,957.840 | 991,568.00
|
| | 3,440.306 | 688,061.20
|
| | 0.000 | 0.00
|
| | |
|
4001 9030.01 | 6.95 | 0.000 | 0.00
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | m | 848.420 | 5,896.52
|
| | 893.900 | 6,212.61
|
| | 0.000 | 0.00
|
| | |
|
4002 4024.71 | 2,668.00 | 0.000 | 0.00
|
CONCRETE FLUME, TYPE II | EACH | 1.000 | 2,668.00
|
at Station 183+40 lt. | | 1.000 | 2,668.00
|
| | 0.000 | 0.00
|
| | |
|
4003 4024.71 | 2,770.00 | 0.000 | 0.00
|
CONCRETE FLUME, TYPE II | EACH | 1.000 | 2,770.00
|
at Station 233+98 rt. | | 1.000 | 2,770.00
|
| | 0.000 | 0.00
|
| | |
|
4004 4024.59 | 3,394.00 | 0.000 | 0.00
|
CONCRETE FLUME | EACH | 1.000 | 3,394.00
|
Type VII at Station 184+79 lt. | | 1.000 | 3,394.00
|
| | 0.000 | 0.00
|
| | |
|
4005 4024.59 | 3,394.00 | 0.000 | 0.00
|
CONCRETE FLUME | EACH | 1.000 | 3,394.00
|
Type VII at Station 184+81.23 lt. | | 1.000 | 3,394.00
|
| | 0.000 | 0.00
|
| | |
|
4006 4024.59 | 2,669.00 | 0.000 | 0.00
|
CONCRETE FLUME | EACH | 1.000 | 2,669.00
|
Type VII at Station 185+75 lt. | | 1.000 | 2,669.00
|
| | 0.000 | 0.00
|
| | |
|
4007 4024.59 | 2,782.00 | 0.000 | 0.00
|
CONCRETE FLUME | EACH | 1.000 | 2,782.00
|
Type VII at Station 235+44 lt. | | 1.000 | 2,782.00
|
| | 0.000 | 0.00
|
| | |
|
4008 4024.59 | 3,002.00 | 0.000 | 0.00
|
CONCRETE FLUME | EACH | 1.000 | 3,002.00
|
Type VII at Station 235+63 rt. | | 1.000 | 3,002.00
|
| | 0.000 | 0.00
|
| | |
|
4009 4004.50 | 2.577 | 0.000 | 0.00
|
CAST IRON GRATE AND FRAME | kg | 1,080.000 | 2,783.16
|
| | 1,080.000 | 2,783.16
|
| | 0.000 | 0.00
|
| | |
|
4010 9300.64 | 4.08 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-ASPHALT CEMENT | Mg | 919.524 | 3,751.66
|
| | 919.524 | 3,751.66
|
| | 919.524 | 3,751.66
|
| | |
|
4011 9300.60 | 0.469 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | Mg | 18,765.795 | 8,801.16
|
| | 18,765.795 | 8,801.16
|
| | 18,765.795 | 8,801.16
|
| | |
|
4012 9300.56 | 0.721 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | Mg | 53,298.244 | 38,428.03
|
| | 53,298.244 | 38,428.03
|
| | 53,298.244 | 38,428.03
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 3,205,859.91
|
| | Current | 3,286,199.44
|
| | In place | 3,050,397.99
|
| | This Estimate | 51,084.85
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0057 0001.08 | 0.50 | 19,800.000 | 9,900.00
|
BARRICADE, TYPE II | BDAY | 19,800.000 | 9,900.00
|
| | 2,891.000 | 1,445.50
|
| | 0.000 | 0.00
|
| | |
|
0058 0001.10 | 2.10 | 584.000 | 1,226.40
|
BARRICADE, TYPE III | BDAY | 584.000 | 1,226.40
|
| | 2,768.000 | 5,812.80
|
| | 0.000 | 0.00
|
| | |
|
0059 0001.30 | 2.30 | 292.000 | 671.60
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 292.000 | 671.60
|
| | 977.000 | 2,247.10
|
| | 0.000 | 0.00
|
| | |
|
0060 0001.90 | 0.50 | 13,210.000 | 6,605.00
|
SIGN DAY | EACH | 13,210.000 | 6,605.00
|
| | 21,867.000 | 10,933.50
|
| | 0.000 | 0.00
|
| | |
|
0061 0003.10 | 210.00 | 170.000 | 35,700.00
|
FLAGGING | DAY | 170.000 | 35,700.00
|
| | 441.500 | 92,715.00
|
| | 0.000 | 0.00
|
| | |
|
0062 0010.04 | 2,600.00 | 1.000 | 2,600.00
|
FIELD OFFICE | EACH | 1.000 | 2,600.00
|
| | 1.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0063 0030.10 | 1,100.00 | 1.000 | 1,100.00
|
MOBILIZATION | LS | 1.000 | 1,100.00
|
| | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
0064 9110.01 | 65.00 | 100.000 | 6,500.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 100.000 | 6,500.00
|
| | 10.000 | 650.00
|
| | 0.000 | 0.00
|
| | |
|
0065 9110.02 | 60.00 | 80.000 | 4,800.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 80.000 | 4,800.00
|
| | 13.000 | 780.00
|
| | 0.000 | 0.00
|
| | |
|
0066 9110.03 | 45.00 | 100.000 | 4,500.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 100.000 | 4,500.00
|
| | 17.500 | 787.50
|
| | 0.000 | 0.00
|
| | |
|
0067 9110.07 | 45.00 | 100.000 | 4,500.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 100.000 | 4,500.00
|
| | 2.500 | 112.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 78,103.00
|
| | Current | 78,103.00
|
| | In place | 119,183.90
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 4,065,385.13
|
---|
| | Current | 4,145,840.14
|
---|
| | In place | 4,054,823.64
|
---|
| | This Estimate | 51,084.85
|
---|