| | | 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 L006.00 | 55.90 | 119.000 | 6,652.10
|
COVER CROP SEEDING | ACRE | 119.000 | 6,652.10
|
| | 136.000 | 7,602.40
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.00 | 1.20 | 1,050.000 | 1,260.00
|
EROSION CONTROL | SY | 1,050.000 | 1,260.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.01 | 4.70 | 14,562.000 | 68,441.40
|
EROSION CONTROL, TYPE A | SY | 14,562.000 | 68,441.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.08 | 4.70 | 13,766.000 | 64,700.20
|
EROSION CONTROL, TYPE AA | SY | 13,766.000 | 64,700.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L020.09 | 9.00 | 3,351.000 | 30,159.00
|
EROSION CONTROL, TYPE AAA | SY | 3,351.000 | 30,159.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L020.10 | 1.35 | 13,009.000 | 17,562.15
|
EROSION CONTROL, TYPE HV | SY | 13,009.000 | 17,562.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 L021.01 | 16.00 | 354.000 | 5,664.00
|
EROSION CHECKS, TYPE A | BALE | 354.000 | 5,664.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 L021.06 | 14.00 | 330.000 | 4,620.00
|
EROSION CHECKS, TYPE HV | BALE | 330.000 | 4,620.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 L021.11 | 19.00 | 942.000 | 17,898.00
|
EROSION CHECKS, TYPE ST-A | BALE | 942.000 | 17,898.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 L021.13 | 19.00 | 228.000 | 4,332.00
|
EROSION CHECKS, TYPE ST-AA | BALE | 228.000 | 4,332.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 L021.15 | 17.00 | 1,836.000 | 31,212.00
|
EROSION CHECKS, TYPE ST-HV | BALE | 1,836.000 | 31,212.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 L021.21 | 16.00 | 978.000 | 15,648.00
|
EROSION CHECKS, TYPE AA | BALE | 978.000 | 15,648.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 L022.11 | 1.90 | 16,622.000 | 31,581.80
|
FABRIC SILT FENCE-LOW POROSITY | LF | 16,622.000 | 31,581.80
|
| | 17,159.000 | 32,602.10
|
| | 1,020.000 | 1,938.00
|
| | |
|
0014 0030.10 | 55,000.00 | 1.000 | 55,000.00
|
MOBILIZATION | LS | 1.000 | 55,000.00
|
| | 1.000 | 55,000.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1009.00 | 8,000.00 | 1.000 | 8,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 8,000.00
|
| | 0.900 | 7,200.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1010.00 | 0.77 | 1,073,056.000 | 826,253.12
|
EXCAVATION | CY | 1,070,662.000 | 824,409.74
|
| | 1,070,662.000 | 824,409.74
|
| | 0.000 | 0.00
|
| | |
|
0017 1011.00 | 3.00 | 2,910.000 | 8,730.00
|
WATER | MGAL | 2,910.000 | 8,730.00
|
| | 1,128.978 | 3,386.94
|
| | 0.000 | 0.00
|
| | |
|
0018 1012.00 | 40.00 | 95.000 | 3,800.00
|
RIGHT-OF-WAY MARKERS | EACH | 95.000 | 3,800.00
|
| | 142.000 | 5,680.00
|
| | 0.000 | 0.00
|
| | |
|
0019 1090.00 | 1,000.00 | 1.000 | 1,000.00
|
ABANDON WELLS | EACH | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0020 1124.00 | 100.00 | 1.000 | 100.00
|
REMOVE BUILDING | EACH | 1.000 | 100.00
|
AT STA. 439+85, 95' LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1124.01 | 100.00 | 1.000 | 100.00
|
REMOVE BUILDING | EACH | 1.000 | 100.00
|
AT STA. 440+15, 140' LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1124.02 | 100.00 | 1.000 | 100.00
|
REMOVE BUILDING | EACH | 1.000 | 100.00
|
AT STA. 442+75, 140' LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 1124.03 | 100.00 | 1.000 | 100.00
|
REMOVE BUILDING | EACH | 1.000 | 100.00
|
AT STA. 444+70, RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1125.00 | 300.00 | 1.000 | 300.00
|
CLEAR TRACT | EACH | 1.000 | 300.00
|
AT STA. 442+25 TO 443+50 LT. | | 1.000 | 300.00
|
| | 0.000 | 0.00
|
| | |
|
0025 1125.01 | 300.00 | 1.000 | 300.00
|
CLEAR TRACT | EACH | 1.000 | 300.00
|
AT STA. 444+00 TO 446+00 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 1701.24 | 13.00 | 700.000 | 9,100.00
|
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | LF | 744.000 | 9,672.00
|
| | 766.000 | 9,958.00
|
| | 48.000 | 624.00
|
| | |
|
0027 7017.00 | 0.70 | 3,867.000 | 2,706.90
|
REMOVE GUARDRAIL | LF | 3,867.000 | 2,706.90
|
| | 4,086.000 | 2,860.20
|
| | 0.000 | 0.00
|
| | |
|
0028 9110.01 | 70.00 | 100.000 | 7,000.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 100.000 | 7,000.00
|
| | 2.000 | 140.00
|
| | 0.000 | 0.00
|
| | |
|
0029 9110.03 | 50.00 | 100.000 | 5,000.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 100.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 9110.07 | 50.00 | 100.000 | 5,000.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 100.000 | 5,000.00
|
| | 357.000 | 17,850.00
|
| | 104.500 | 5,225.00
|
| | |
|
0401 1124.00 | 1,500.00 | 0.000 | 0.00
|
REMOVE BUILDING | EACH | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0402 9110.02 | 82.00 | 0.000 | 0.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 820.00
|
| | 15.000 | 1,230.00
|
| | 2.500 | 205.00
|
| | |
|
0403 9110.26 | 65.00 | 0.000 | 0.00
|
RENTAL OF TRACTOR AND DISK, FULLY OPERATED | HOUR | 10.000 | 650.00
|
| | 7.500 | 487.50
|
| | 0.000 | 0.00
|
| | |
|
0404 9110.06 | 101.25 | 0.000 | 0.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 50.000 | 5,062.50
|
Rental of Backhoe to replace riprap. | | 11.500 | 1,164.38
|
| | 0.000 | 0.00
|
| | |
|
0408 L022.75 | 5.62 | 0.000 | 0.00
|
TEMPORARY SILT CHECK | LF | 1,700.000 | 9,554.00
|
| | 1,708.000 | 9,598.96
|
| | 7.000 | 39.34
|
| | |
|
0606 1010.50 | 1.54 | 0.000 | 0.00
|
REMOVAL OF UNSUITABLE MATERIAL | CY | 5,000.000 | 7,700.00
|
Core out unsuitably wet material, various places on project. | | 13,698.610 | 21,095.87
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 1,232,320.67
|
| | Current | 1,256,335.79
|
| | In place | 1,003,066.09
|
| | This Estimate | 8,031.34
|
| | |
|
GROUP 2 AGGREGATES | | |
|
0031 0030.20 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
0032 2001.00 | 10.20 | 1,394.000 | 14,218.80
|
GRAVEL SURFACE COURSE | CY | 1,394.000 | 14,218.80
|
| | 1,814.470 | 18,507.59
|
| | 0.000 | 0.00
|
| | |
|
0033 2002.01 | 9.53 | 2,400.000 | 22,872.00
|
FURNISH GRAVEL | CY | 2,400.000 | 22,872.00
|
| | 882.950 | 8,414.51
|
| | 302.290 | 2,880.82
|
| | |
|
0034 2009.10 | 50.00 | 36.727 | 1,836.35
|
GRAVEL EMBEDMENT | STA | 36.727 | 1,836.35
|
| | 26.810 | 1,340.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 2 AGGREGATES | | Contracted | 39,427.15
|
| | Current | 39,427.15
|
| | In place | 28,762.60
|
| | This Estimate | 2,880.82
|
| | |
|
GROUP 4 CULVERTS | | |
|
0035 P120.42 | 69.02 | 176.000 | 12,147.52
|
42" CULVERT PIPE, TYPE 2 | LF | 176.000 | 12,147.52
|
| | 154.920 | 10,692.58
|
| | 0.000 | 0.00
|
| | |
|
0036 P120.48 | 74.08 | 161.000 | 11,926.88
|
48" CULVERT PIPE, TYPE 2 | LF | 161.000 | 11,926.88
|
| | 148.840 | 11,026.06
|
| | 0.000 | 0.00
|
| | |
|
0037 P120.60 | 131.24 | 548.000 | 71,919.52
|
60" CULVERT PIPE, TYPE 2 | LF | 570.000 | 74,806.80
|
| | 574.560 | 75,405.26
|
| | 0.000 | 0.00
|
| | |
|
0038 P120.84 | 201.00 | 211.000 | 42,411.00
|
84" CULVERT PIPE, TYPE 2 | LF | 211.000 | 42,411.00
|
| | 174.000 | 34,974.00
|
| | 0.000 | 0.00
|
| | |
|
0039 P128.42 | 69.20 | 138.000 | 9,549.60
|
42" CULVERT PIPE, TYPE 2 CLASS IV | LF | 138.000 | 9,549.60
|
| | 140.000 | 9,688.00
|
| | 0.000 | 0.00
|
| | |
|
0040 P128.48 | 79.20 | 133.000 | 10,533.60
|
48" CULVERT PIPE, TYPE 2 CLASS IV | LF | 133.000 | 10,533.60
|
| | 134.000 | 10,612.80
|
| | 0.000 | 0.00
|
| | |
|
0041 P128.60 | 113.52 | 252.000 | 28,607.04
|
60" CULVERT PIPE, TYPE 2 CLASS IV | LF | 252.000 | 28,607.04
|
| | 254.000 | 28,834.08
|
| | 0.000 | 0.00
|
| | |
|
0042 P128.84 | 191.00 | 59.000 | 11,269.00
|
84" CULVERT PIPE, TYPE 2 CLASS IV | LF | 59.000 | 11,269.00
|
| | 60.000 | 11,460.00
|
| | 0.000 | 0.00
|
| | |
|
0043 P200.42 | 69.02 | 56.000 | 3,865.12
|
42" CULVERT PIPE, TYPE 2 OR 5 | LF | 56.000 | 3,865.12
|
| | 56.000 | 3,865.12
|
| | 0.000 | 0.00
|
| | |
|
0044 P200.54 | 101.54 | 319.000 | 32,391.26
|
54" CULVERT PIPE, TYPE 2 OR 5 | LF | 319.000 | 32,391.26
|
| | 299.920 | 30,453.88
|
| | 0.000 | 0.00
|
| | |
|
0045 P200.60 | 128.37 | 161.000 | 20,667.57
|
60" CULVERT PIPE, TYPE 2 OR 5 | LF | 161.000 | 20,667.57
|
| | 151.280 | 19,419.81
|
| | 0.000 | 0.00
|
| | |
|
0046 P300.30 | 26.80 | 187.000 | 5,011.60
|
30" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 187.000 | 5,011.60
|
| | 186.800 | 5,006.24
|
| | 0.000 | 0.00
|
| | |
|
0047 P300.36 | 29.85 | 92.000 | 2,746.20
|
36" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 92.000 | 2,746.20
|
| | 88.040 | 2,627.99
|
| | 0.000 | 0.00
|
| | |
|
0048 P400.24 | 31.12 | 560.000 | 17,427.20
|
24" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 445.000 | 13,848.40
|
| | 445.560 | 13,865.83
|
| | 0.000 | 0.00
|
| | |
|
0049 P400.30 | 37.15 | 44.000 | 1,634.60
|
30" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 44.000 | 1,634.60
|
| | 40.000 | 1,486.00
|
| | 0.000 | 0.00
|
| | |
|
0050 P400.36 | 48.65 | 538.000 | 26,173.70
|
36" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 550.000 | 26,757.50
|
| | 535.600 | 26,056.94
|
| | 0.000 | 0.00
|
| | |
|
0051 0030.40 | 11,540.00 | 1.000 | 11,540.00
|
MOBILIZATION | LS | 1.000 | 11,540.00
|
| | 1.000 | 11,540.00
|
| | 0.000 | 0.00
|
| | |
|
0052 1043.50 | 2.20 | 783.000 | 1,722.60
|
RIPRAP FILTER FABRIC | SY | 783.000 | 1,722.60
|
| | 759.230 | 1,670.31
|
| | 0.000 | 0.00
|
| | |
|
0053 4040.00 | 1,500.00 | 1.000 | 1,500.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0054 4050.01 | 5.34 | 11,534.000 | 61,591.56
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 11,397.000 | 60,859.98
|
| | 11,229.000 | 59,962.86
|
| | 0.000 | 0.00
|
| | |
|
0055 4051.01 | 9.50 | 226.000 | 2,147.00
|
EXCAVATION FOR BOX CULVERTS | CY | 226.000 | 2,147.00
|
| | 226.000 | 2,147.00
|
| | 0.000 | 0.00
|
| | |
|
0056 4101.06 | 255.00 | 57.760 | 14,728.80
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 57.760 | 14,728.80
|
| | 57.760 | 14,728.80
|
| | 0.000 | 0.00
|
| | |
|
0057 4151.00 | 0.65 | 6,138.000 | 3,989.70
|
REINFORCING STEEL FOR BOX CULVERT | LB | 6,138.000 | 3,989.70
|
| | 6,138.000 | 3,989.70
|
| | 0.000 | 0.00
|
| | |
|
0058 4310.24 | 324.00 | 7.000 | 2,268.00
|
24" FLARED-END SECTION | EACH | 5.000 | 1,620.00
|
| | 5.000 | 1,620.00
|
| | 0.000 | 0.00
|
| | |
|
0059 4310.30 | 351.00 | 6.000 | 2,106.00
|
30" FLARED-END SECTION | EACH | 6.000 | 2,106.00
|
| | 6.000 | 2,106.00
|
| | 0.000 | 0.00
|
| | |
|
0060 4310.36 | 512.00 | 13.000 | 6,656.00
|
36" FLARED-END SECTION | EACH | 13.000 | 6,656.00
|
| | 13.000 | 6,656.00
|
| | 0.000 | 0.00
|
| | |
|
0061 4310.42 | 634.00 | 6.000 | 3,804.00
|
42" FLARED-END SECTION | EACH | 6.000 | 3,804.00
|
| | 6.000 | 3,804.00
|
| | 0.000 | 0.00
|
| | |
|
0062 4310.48 | 745.00 | 4.000 | 2,980.00
|
48" FLARED-END SECTION | EACH | 4.000 | 2,980.00
|
| | 4.000 | 2,980.00
|
| | 0.000 | 0.00
|
| | |
|
0063 4310.54 | 916.00 | 4.000 | 3,664.00
|
54" FLARED-END SECTION | EACH | 4.000 | 3,664.00
|
| | 4.000 | 3,664.00
|
| | 0.000 | 0.00
|
| | |
|
0064 4310.60 | 1,247.00 | 8.000 | 9,976.00
|
60" FLARED-END SECTION | EACH | 8.000 | 9,976.00
|
| | 8.000 | 9,976.00
|
| | 0.000 | 0.00
|
| | |
|
0065 4310.84 | 4,400.00 | 2.000 | 8,800.00
|
84" FLARED-END SECTION | EACH | 2.000 | 8,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 4670.05 | 41.21 | 488.000 | 20,110.48
|
CULVERT SANDFILL | CY | 488.000 | 20,110.48
|
| | 390.550 | 16,094.57
|
| | 0.000 | 0.00
|
| | |
|
0067 4880.42 | 173.00 | 138.000 | 23,874.00
|
JACKING 42" CULVERT PIPE, TYPE 2 CLASS IV | LF | 138.000 | 23,874.00
|
| | 140.000 | 24,220.00
|
| | 0.000 | 0.00
|
| | |
|
0068 4880.48 | 188.00 | 133.000 | 25,004.00
|
JACKING 48" CULVERT PIPE, TYPE 2 CLASS IV | LF | 133.000 | 25,004.00
|
| | 134.000 | 25,192.00
|
| | 0.000 | 0.00
|
| | |
|
0069 4880.60 | 381.00 | 252.000 | 96,012.00
|
JACKING 60" CULVERT PIPE, TYPE 2 CLASS IV | LF | 252.000 | 96,012.00
|
| | 254.000 | 96,774.00
|
| | 0.000 | 0.00
|
| | |
|
0070 4880.84 | 584.00 | 59.000 | 34,456.00
|
JACKING 84" CULVERT PIPE, TYPE 2 CLASS IV | LF | 59.000 | 34,456.00
|
| | 60.000 | 35,040.00
|
| | 0.000 | 0.00
|
| | |
|
0071 6105.01 | 37.00 | 241.000 | 8,917.00
|
ROCK RIPRAP, TYPE A | TON | 241.000 | 8,917.00
|
| | 256.650 | 9,496.05
|
| | 0.000 | 0.00
|
| | |
|
0072 6105.02 | 38.00 | 421.000 | 15,998.00
|
ROCK RIPRAP, TYPE B | TON | 421.000 | 15,998.00
|
| | 424.660 | 16,137.08
|
| | 0.000 | 0.00
|
| | |
|
0405 3089.80 | 46.00 | 0.000 | 0.00
|
FLOWABLE FILL CONCRETE | CY | 30.500 | 1,403.00
|
Concrete slurry mix placed onto concrete riprap. | | 30.500 | 1,403.00
|
| | 0.000 | 0.00
|
| | |
|
601 4051.13 | 25.50 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF PIPE CULVERT ANDHEADWALL | CY | 35.000 | 892.50
|
| | 100.650 | 2,566.58
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 670,126.55
|
| | Current | 670,934.75
|
| | In place | 648,742.54
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 438+13 | | |
|
0073 0030.60 | 30,000.00 | 1.000 | 30,000.00
|
MOBILIZATION | LS | 1.000 | 30,000.00
|
| | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
0074 1010.01 | 6.00 | 840.000 | 5,040.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 840.000 | 5,040.00
|
| | 840.000 | 5,040.00
|
| | 0.000 | 0.00
|
| | |
|
0075 1043.50 | 2.00 | 292.000 | 584.00
|
RIPRAP FILTER FABRIC | SY | 292.000 | 584.00
|
| | 292.000 | 584.00
|
| | 0.000 | 0.00
|
| | |
|
0076 3050.15 | 150.00 | 192.200 | 28,830.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 192.200 | 28,830.00
|
| | 192.200 | 28,830.00
|
| | 0.000 | 0.00
|
| | |
|
0077 3051.10 | 0.65 | 20,325.000 | 13,211.25
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,325.000 | 13,211.25
|
| | 20,325.000 | 13,211.25
|
| | 0.000 | 0.00
|
| | |
|
0078 6000.10 | 2,000.00 | 1.000 | 2,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0079 6000.11 | 2,000.00 | 1.000 | 2,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0080 6005.35 | 33.50 | 96.100 | 3,219.35
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 96.100 | 3,219.35
|
| | 96.100 | 3,219.35
|
| | 0.000 | 0.00
|
| | |
|
0081 6005.78 | 750.00 | 5.000 | 3,750.00
|
EXPANSION BEARING, TFE TYPE | EACH | 5.000 | 3,750.00
|
| | 5.000 | 3,750.00
|
| | 0.000 | 0.00
|
| | |
|
0082 6005.83 | 650.00 | 5.000 | 3,250.00
|
FIXED BEARING | EACH | 5.000 | 3,250.00
|
| | 5.000 | 3,250.00
|
| | 0.000 | 0.00
|
| | |
|
0083 6010.22 | 230.00 | 162.700 | 37,421.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 162.700 | 37,421.00
|
| | 162.700 | 37,421.00
|
| | 0.000 | 0.00
|
| | |
|
0084 6010.26 | 230.00 | 216.900 | 49,887.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 216.900 | 49,887.00
|
| | 216.900 | 49,887.00
|
| | 0.000 | 0.00
|
| | |
|
0085 6040.00 | 10,000.00 | 1.000 | 10,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 10,000.00
|
AT STA. 438+13 | | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0086 6071.10 | 132,000.00 | 1.000 | 132,000.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 132,000.00
|
AT STA. 438+13 | | 1.000 | 132,000.00
|
| | 0.000 | 0.00
|
| | |
|
0087 6080.00 | 2.25 | 9,835.000 | 22,128.75
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 9,835.000 | 22,128.75
|
| | 9,835.000 | 22,128.76
|
| | 0.000 | 0.00
|
| | |
|
0088 6104.00 | 18.00 | 540.000 | 9,720.00
|
BROKEN CONCRETE RIPRAP | TON | 540.000 | 9,720.00
|
| | 540.000 | 9,720.00
|
| | 0.000 | 0.00
|
| | |
|
0089 6105.02 | 45.00 | 55.000 | 2,475.00
|
ROCK RIPRAP, TYPE B | TON | 55.000 | 2,475.00
|
| | 59.270 | 2,667.15
|
| | 0.000 | 0.00
|
| | |
|
0090 6131.50 | 0.60 | 54,315.000 | 32,589.00
|
EPOXY COATED REINFORCING STEEL | LB | 54,315.000 | 32,589.00
|
| | 54,315.000 | 32,589.00
|
| | 0.000 | 0.00
|
| | |
|
0091 6139.50 | 22.00 | 87.000 | 1,914.00
|
SUBSURFACE DRAINAGE MATTING | SY | 87.000 | 1,914.00
|
| | 87.000 | 1,914.00
|
| | 0.000 | 0.00
|
| | |
|
0092 6210.12 | 14.00 | 3,520.000 | 49,280.00
|
HP 10"X42# STEEL PILING | LF | 3,520.000 | 49,280.00
|
| | 4,445.400 | 62,235.60
|
| | 0.000 | 0.00
|
| | |
|
0093 6310.00 | 9.00 | 4,128.000 | 37,152.00
|
STEEL SHEET PILING | SF | 4,128.000 | 37,152.00
|
| | 4,128.000 | 37,152.00
|
| | 0.000 | 0.00
|
| | |
|
0094 8091.00 | 22.00 | 115.000 | 2,530.00
|
GRANULAR BACKFILL | CY | 115.000 | 2,530.00
|
| | 174.580 | 3,840.76
|
| | 0.000 | 0.00
|
| | |
|
604 6210.42 | 70.00 | 0.000 | 0.00
|
HP 10"X42#, PILE SPLICES | EACH | 15.000 | 1,050.00
|
| | 7.000 | 490.00
|
| | 0.000 | 0.00
|
| | |
|
605 6210.32 | 8.40 | 0.000 | 0.00
|
PAY CUT-OFF 10" X 42# STEEL PILING | LF | 100.000 | 840.00
|
| | 12.600 | 105.84
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 438+13 | | Contracted | 478,981.35
|
| | Current | 480,871.35
|
| | In place | 494,035.71
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 643+80.65 | | |
|
0095 0030.60 | 30,000.00 | 1.000 | 30,000.00
|
MOBILIZATION | LS | 1.000 | 30,000.00
|
| | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
0096 1010.01 | 6.00 | 1,100.000 | 6,600.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 1,100.000 | 6,600.00
|
| | 1,100.000 | 6,600.00
|
| | 0.000 | 0.00
|
| | |
|
0097 1043.50 | 2.00 | 330.000 | 660.00
|
RIPRAP FILTER FABRIC | SY | 330.000 | 660.00
|
| | 330.000 | 660.00
|
| | 0.000 | 0.00
|
| | |
|
0098 3050.15 | 150.00 | 197.000 | 29,550.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 197.000 | 29,550.00
|
| | 197.000 | 29,550.00
|
| | 0.000 | 0.00
|
| | |
|
0099 3051.10 | 0.65 | 23,050.000 | 14,982.50
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 23,050.000 | 14,982.50
|
| | 23,050.000 | 14,982.50
|
| | 0.000 | 0.00
|
| | |
|
0100 6000.10 | 2,000.00 | 1.000 | 2,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0101 6000.11 | 2,000.00 | 1.000 | 2,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0102 6001.50 | 5,000.00 | 1.000 | 5,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0103 6001.51 | 5,000.00 | 1.000 | 5,000.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0104 6005.60 | 60.00 | 72.000 | 4,320.00
|
ELASTOMERIC BEARING | EACH | 72.000 | 4,320.00
|
| | 72.000 | 4,320.00
|
| | 0.000 | 0.00
|
| | |
|
0105 6010.22 | 230.00 | 298.500 | 68,655.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 298.500 | 68,655.00
|
| | 298.500 | 68,655.00
|
| | 0.000 | 0.00
|
| | |
|
0106 6010.26 | 230.00 | 154.200 | 35,466.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 154.200 | 35,466.00
|
| | 154.200 | 35,466.00
|
| | 0.000 | 0.00
|
| | |
|
0107 6011.11 | 93,000.00 | 1.000 | 93,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 93,000.00
|
AT STA. 643+80.65 | | 1.000 | 93,000.00
|
| | 0.000 | 0.00
|
| | |
|
0108 6040.00 | 10,000.00 | 1.000 | 10,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 10,000.00
|
AT STA. 643+80.65 | | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0109 6080.00 | 2.00 | 6,200.000 | 12,400.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 6,200.000 | 12,400.00
|
| | 6,200.000 | 12,400.00
|
| | 0.000 | 0.00
|
| | |
|
0110 6104.00 | 18.00 | 300.000 | 5,400.00
|
BROKEN CONCRETE RIPRAP | TON | 300.000 | 5,400.00
|
| | 300.000 | 5,400.00
|
| | 0.000 | 0.00
|
| | |
|
0111 6105.02 | 40.00 | 245.000 | 9,800.00
|
ROCK RIPRAP, TYPE B | TON | 245.000 | 9,800.00
|
| | 242.980 | 9,719.20
|
| | 0.000 | 0.00
|
| | |
|
0112 6131.50 | 0.60 | 63,315.000 | 37,989.00
|
EPOXY COATED REINFORCING STEEL | LB | 63,315.000 | 37,989.00
|
| | 63,315.000 | 37,989.00
|
| | 0.000 | 0.00
|
| | |
|
0113 6139.50 | 26.00 | 48.000 | 1,248.00
|
SUBSURFACE DRAINAGE MATTING | SY | 48.000 | 1,248.00
|
| | 48.000 | 1,248.00
|
| | 0.000 | 0.00
|
| | |
|
0114 6210.12 | 14.00 | 3,490.000 | 48,860.00
|
HP 10"X42# STEEL PILING | LF | 3,490.000 | 48,860.00
|
| | 3,970.500 | 55,587.00
|
| | 0.000 | 0.00
|
| | |
|
0115 6310.00 | 8.00 | 3,813.000 | 30,504.00
|
STEEL SHEET PILING | SF | 3,813.000 | 30,504.00
|
| | 3,813.000 | 30,504.00
|
| | 0.000 | 0.00
|
| | |
|
0116 8091.00 | 22.00 | 230.000 | 5,060.00
|
GRANULAR BACKFILL | CY | 230.000 | 5,060.00
|
| | 233.210 | 5,130.62
|
| | 0.000 | 0.00
|
| | |
|
0602 6210.42 | 70.00 | 0.000 | 0.00
|
HP 10"X42#, PILE SPLICES | EACH | 10.000 | 700.00
|
| | 21.000 | 1,470.00
|
| | 0.000 | 0.00
|
| | |
|
0603 6210.32 | 8.40 | 0.000 | 0.00
|
PAY CUT-OFF 10" X 42# STEEL PILING | LF | 100.000 | 840.00
|
| | 14.300 | 120.12
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 643+80.65 | | Contracted | 458,494.50
|
| | Current | 460,034.50
|
| | In place | 466,801.44
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0117 0030.70 | 1,200.00 | 1.000 | 1,200.00
|
MOBILIZATION | LS | 1.000 | 1,200.00
|
| | 1.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
0118 7011.20 | 17.10 | 300.000 | 5,130.00
|
W-BEAM GUARDRAIL | LF | 300.000 | 5,130.00
|
| | 300.000 | 5,130.00
|
| | 0.000 | 0.00
|
| | |
|
0119 7015.00 | 7.04 | 468.750 | 3,300.00
|
CABLE GUARDRAIL | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0120 7020.00 | 1,210.00 | 8.000 | 9,680.00
|
BRIDGE APPROACH SECTIONS | EACH | 8.000 | 9,680.00
|
| | 8.000 | 9,680.00
|
| | 0.000 | 0.00
|
| | |
|
0121 7021.70 | 1,822.00 | 8.000 | 14,576.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 8.000 | 14,576.00
|
| | 8.000 | 14,576.00
|
| | 0.000 | 0.00
|
| | |
|
0122 7023.00 | 1,317.00 | 2.000 | 2,634.00
|
TERMINAL ANCHORAGE SECTIONS | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 36,520.00
|
| | Current | 30,586.00
|
| | In place | 30,586.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0123 0002.45 | 6.00 | 492.000 | 2,952.00
|
TEMPORARY BROKEN LINES | STA | 492.000 | 2,952.00
|
| | 96.260 | 577.56
|
| | 96.260 | 577.56
|
| | |
|
0124 0030.90 | 4,000.00 | 1.000 | 4,000.00
|
MOBILIZATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0125 1020.03 | 12.00 | 14.000 | 168.00
|
DELINEATOR, TYPE III | EACH | 14.000 | 168.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0126 2021.00 | 50.00 | 8.000 | 400.00
|
MAILBOX POST | EACH | 8.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0127 8029.75 | 1.18 | 64,415.000 | 76,009.70
|
BITUMINOUS FOUNDATION COURSE | SY | 64,415.000 | 76,009.70
|
| | 64,415.120 | 76,009.84
|
| | 3,956.200 | 4,668.32
|
| | |
|
0128 8060.05 | 35.00 | 146.000 | 5,110.00
|
GRANULAR SUBDRAIN | EACH | 146.000 | 5,110.00
|
| | 12.000 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
0129 8111.00 | 104.00 | 483.113 | 50,243.75
|
SHOULDER SUBGRADE PREPARATION | STA | 483.113 | 50,243.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0130 9005.23 | 14.73 | 15,810.000 | 232,881.30
|
ASPHALTIC CONCRETE, TYPE SPS | TON | 15,810.000 | 232,881.30
|
| | 1,153.320 | 16,988.40
|
| | 0.000 | 0.00
|
| | |
|
0131 9005.35 | 23.08 | 21,740.000 | 501,759.20
|
ASPHALTIC CONCRETE, TYPE SP3(0.5) | TON | 21,740.000 | 501,759.20
|
| | 19,659.720 | 453,746.34
|
| | 7,060.620 | 162,959.11
|
| | |
|
0132 9009.00 | 0.95 | 4,067.000 | 3,863.65
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 4,067.000 | 3,863.65
|
| | 405.500 | 385.23
|
| | 0.000 | 0.00
|
| | |
|
0133 9021.03 | 190.00 | 2,027.700 | 385,263.00
|
PERFORMANCE GRADED BINDER (58-28) | TON | 2,027.700 | 385,263.00
|
| | 1,167.361 | 221,798.59
|
| | 405.378 | 77,021.82
|
| | |
|
0134 9034.00 | 0.95 | 4,067.000 | 3,863.65
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 4,067.000 | 3,863.65
|
| | 811.000 | 770.45
|
| | 0.000 | 0.00
|
| | |
|
0135 9053.00 | 0.90 | 6,522.000 | 5,869.80
|
TACK COAT | GAL | 6,522.000 | 5,869.80
|
| | 3,195.000 | 2,875.50
|
| | 2,695.000 | 2,425.50
|
| | |
|
0136 9111.00 | 4.00 | 484.000 | 1,936.00
|
WATER | MGAL | 484.000 | 1,936.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 9173.00 | 208.00 | 241.557 | 50,243.86
|
SUBGRADE PREPARATION | STA | 241.557 | 50,243.86
|
| | 241.550 | 50,242.40
|
| | 60.180 | 12,517.44
|
| | |
|
0138 9179.24 | 300.00 | 241.557 | 72,467.10
|
COLD MILLING, CLASS 4 | STA | 241.557 | 72,467.10
|
| | 246.000 | 73,800.00
|
| | 0.000 | 0.00
|
| | |
|
0139 9188.50 | 27.00 | 845.000 | 22,815.00
|
SURFACING UNDER GUARDRAIL | SY | 845.000 | 22,815.00
|
| | 475.361 | 12,834.75
|
| | 0.000 | 0.00
|
| | |
|
0140 9300.50 | 1,500.00 | 1.000 | 1,500.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0406 9000.73 | 22.13 | 0.000 | 0.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 300.000 | 6,639.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0407 9020.92 | 199.50 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | TON | 15.000 | 2,992.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,421,346.01
|
| | Current | 1,430,977.51
|
| | In place | 914,449.06
|
| | This Estimate | 260,169.75
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0141 0001.08 | 0.50 | 1,750.000 | 875.00
|
BARRICADE, TYPE II | BDAY | 1,750.000 | 875.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0142 0001.10 | 2.00 | 8,394.000 | 16,788.00
|
BARRICADE, TYPE III | BDAY | 8,394.000 | 16,788.00
|
| | 21,042.000 | 42,084.00
|
| | 1,764.000 | 3,528.00
|
| | |
|
0143 0001.30 | 2.25 | 3,136.000 | 7,056.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 3,136.000 | 7,056.00
|
| | 918.000 | 2,065.50
|
| | 42.000 | 94.50
|
| | |
|
0144 0001.90 | 0.20 | 24,151.000 | 4,830.20
|
SIGN DAY | EACH | 24,151.000 | 4,830.20
|
| | 20,961.000 | 4,192.20
|
| | 1,641.000 | 328.20
|
| | |
|
0145 0003.10 | 100.00 | 70.000 | 7,000.00
|
FLAGGING | DAY | 70.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0146 0003.20 | 300.00 | 10.000 | 3,000.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 10.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 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
|
| | |
|
0148 0030.10 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 43,049.20
|
| | Current | 43,049.20
|
| | In place | 51,841.70
|
| | This Estimate | 3,950.70
|
| | |
|
Totals for contract | | Contracted | 4,380,265.43
|
---|
| | Current | 4,412,216.25
|
---|
| | In place | 3,638,285.14
|
---|
| | This Estimate | 275,032.61
|
---|