| | | 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 L006.50 | 345.00 | 4.200 | 1,449.00
|
TEMPORARY SEEDING | ACRE | 4.200 | 1,449.00
|
| | 2.000 | 690.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.00 | 1.55 | 2,745.000 | 4,254.75
|
EROSION CONTROL | SY | 2,745.000 | 4,254.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.12 | 7.77 | 1,550.000 | 12,043.50
|
EROSION CONTROL, TYPE B-2 | SY | 1,550.000 | 12,043.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L021.06 | 17.27 | 24.000 | 414.48
|
EROSION CHECKS, TYPE HV | BALE | 24.000 | 414.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L022.11 | 2.88 | 800.000 | 2,304.00
|
FABRIC SILT FENCE-LOW POROSITY | LF | 800.000 | 2,304.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 0030.10 | 10,360.00 | 1.000 | 10,360.00
|
MOBILIZATION | LS | 1.000 | 10,360.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1009.00 | 13,589.00 | 1.000 | 13,589.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 13,589.00
|
| | 1.000 | 13,589.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1010.01 | 3.55 | 9,342.000 | 33,164.10
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 9,342.000 | 33,164.10
|
| | 5,000.000 | 17,750.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1011.00 | 4.61 | 240.000 | 1,106.40
|
WATER | MGAL | 240.000 | 1,106.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1012.00 | 92.00 | 4.000 | 368.00
|
RIGHT-OF-WAY MARKERS | EACH | 4.000 | 368.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1030.00 | 4.55 | 17,310.000 | 78,760.50
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 17,310.000 | 78,760.50
|
| | 15,000.000 | 68,250.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1101.00 | 4.38 | 2,658.000 | 11,642.04
|
REMOVE PAVEMENT | SY | 2,658.000 | 11,642.04
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 4050.01 | 5.29 | 67.000 | 354.43
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 67.000 | 354.43
|
| | 67.000 | 354.43
|
| | 0.000 | 0.00
|
| | |
|
0014 4200.36 | 1,531.00 | 1.000 | 1,531.00
|
36" AUTOMATIC FLOOD CONTROL GATE | EACH | 1.000 | 1,531.00
|
| | 1.000 | 1,531.00
|
| | 0.000 | 0.00
|
| | |
|
0015 4350.36 | 28.00 | 56.000 | 1,568.00
|
36" CORRUGATED METAL PIPE | LF | 56.000 | 1,568.00
|
| | 56.000 | 1,568.00
|
| | 0.000 | 0.00
|
| | |
|
0016 4350.60 | 63.32 | 410.000 | 25,961.20
|
60" CORRUGATED METAL PIPE | LF | 410.000 | 25,961.20
|
| | 458.000 | 29,000.56
|
| | 0.000 | 0.00
|
| | |
|
0017 4360.36 | 339.00 | 1.000 | 339.00
|
36" METAL FLARED-END SECTION | EACH | 1.000 | 339.00
|
| | 1.000 | 339.00
|
| | 0.000 | 0.00
|
| | |
|
0018 7017.00 | 1.15 | 550.000 | 632.50
|
REMOVE GUARDRAIL | LF | 550.000 | 632.50
|
| | 550.000 | 632.50
|
| | 0.000 | 0.00
|
| | |
|
0019 9110.01 | 86.00 | 10.000 | 860.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 860.00
|
| | 8.500 | 731.00
|
| | 0.000 | 0.00
|
| | |
|
0020 9110.03 | 86.00 | 10.000 | 860.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 860.00
|
| | 13.000 | 1,118.00
|
| | 0.000 | 0.00
|
| | |
|
0021 9110.07 | 86.00 | 10.000 | 860.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 860.00
|
| | 3.500 | 301.00
|
| | 0.000 | 0.00
|
| | |
|
4003 6990.02 | 450.00 | 0.000 | 0.00
|
SHIPPING COST | LS | 1.000 | 450.00
|
Shipping cost for delivery of additional 60" CMP | | 1.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 202,421.90
|
| | Current | 202,871.90
|
| | In place | 136,304.49
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0022 L001.02 | 754.29 | 0.580 | 437.49
|
SEEDING, TYPE B | ACRE | 0.580 | 437.49
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 L001.03 | 461.00 | 1.200 | 553.20
|
SEEDING, TYPE C | ACRE | 1.200 | 553.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 L032.75 | 86.00 | 4.000 | 344.00
|
MULCH | TON | 4.000 | 344.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 0030.30 | 26,526.00 | 1.000 | 26,526.00
|
MOBILIZATION | LS | 1.000 | 26,526.00
|
| | 0.500 | 13,263.00
|
| | 0.000 | 0.00
|
| | |
|
0026 3075.42 | 25.10 | 1,563.000 | 39,231.30
|
9" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 1,563.000 | 39,231.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 3075.46 | 27.25 | 2,343.000 | 63,846.75
|
9" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 2,343.000 | 63,846.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 3089.25 | 28.05 | 7,976.000 | 223,726.80
|
TEMPORARY SURFACING | SY | 0.000 | 0.00
|
10" | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 8029.04 | 5.37 | 3,906.000 | 20,975.22
|
AGGREGATE FOUNDATION COURSE 4" | SY | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 9111.00 | 2.64 | 212.000 | 559.68
|
WATER | MGAL | 212.000 | 559.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 9170.00 | 86.37 | 17.640 | 1,523.57
|
EARTH SHOULDER CONSTRUCTION | STA | 17.640 | 1,523.57
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 9173.20 | 1.23 | 3,906.000 | 4,804.38
|
SUBGRADE PREPARATION | SY | 3,906.000 | 4,804.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 9188.50 | 36.38 | 87.000 | 3,165.06
|
SURFACING UNDER GUARDRAIL | SY | 87.000 | 3,165.06
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4001 3089.25 | 27.53 | 0.000 | 0.00
|
TEMPORARY SURFACING | SY | 7,976.000 | 219,579.28
|
TEMPORARY SURFACING 10" | | 7,102.430 | 195,529.90
|
| | 0.000 | 0.00
|
| | |
|
4002 8029.04 | 4.45 | 0.000 | 0.00
|
AGGREGATE FOUNDATION COURSE 4" | SY | 3,906.000 | 17,381.70
|
AGGREGATE FOUNDATION COURSE 4" | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 385,693.45
|
| | Current | 377,952.41
|
| | In place | 208,792.90
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 18+21.67 | | |
|
0034 0030.60 | 44,830.00 | 1.000 | 44,830.00
|
MOBILIZATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 1010.01 | 3.96 | 120.000 | 475.20
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 120.000 | 475.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 1043.50 | 2.94 | 64.000 | 188.16
|
RIPRAP FILTER FABRIC | SY | 64.000 | 188.16
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 3050.15 | 149.86 | 203.700 | 30,526.48
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 3051.10 | 0.63 | 20,480.000 | 12,902.40
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,480.000 | 12,902.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6000.10 | 627.00 | 1.000 | 627.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 627.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 6000.11 | 627.00 | 1.000 | 627.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 627.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 6001.50 | 4,287.00 | 1.000 | 4,287.00
|
BENT NO.1 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 6001.51 | 4,486.00 | 1.000 | 4,486.00
|
BENT NO.2 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 6010.22 | 219.08 | 236.300 | 51,768.60
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 6010.26 | 355.85 | 289.800 | 103,125.33
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 6040.00 | 53,308.00 | 1.000 | 53,308.00
|
REMOVE STRUCTURE | EACH | 1.000 | 53,308.00
|
AT STA. 18+26.48 | | 1.000 | 53,308.00
|
| | 0.000 | 0.00
|
| | |
|
0046 6080.00 | 2.92 | 800.000 | 2,336.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 6104.00 | 5.83 | 270.000 | 1,574.10
|
BROKEN CONCRETE RIPRAP | TON | 270.000 | 1,574.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 6105.02 | 22.86 | 100.800 | 2,304.29
|
ROCK RIPRAP, TYPE B | TON | 100.800 | 2,304.29
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 6131.50 | 0.64 | 84,915.000 | 54,345.60
|
EPOXY COATED REINFORCING STEEL | LB | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 6139.50 | 27.90 | 49.800 | 1,389.42
|
SUBSURFACE DRAINAGE MATTING | SY | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 6210.12 | 13.02 | 980.000 | 12,759.60
|
HP 10"X42# STEEL PILING | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 6210.14 | 15.65 | 2,620.000 | 41,003.00
|
HP 12"X53# STEEL PILING | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 6310.00 | 9.55 | 2,561.900 | 24,466.15
|
STEEL SHEET PILING | SF | 2,561.900 | 24,466.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 8091.00 | 11.17 | 88.500 | 988.55
|
GRANULAR BACKFILL | CY | 88.500 | 988.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4004 0030.60 | | 1.000 |
|
MOBILIZATION | LS | 2.000 | 0.00
|
Mobilization | | 0.500 | 9,678.00
|
| | 0.000 | 0.00
|
| | |
|
4005 3050.15 | 150.68 | 0.000 | 0.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 201.500 | 30,362.02
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4006 6001.50 | 3,883.00 | 0.000 | 0.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 3,883.00
|
| | 1.000 | 3,883.00
|
| | 0.000 | 0.00
|
| | |
|
4007 6001.51 | 4,082.00 | 0.000 | 0.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 4,082.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4008 6010.22 | 207.75 | 0.000 | 0.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 250.900 | 52,124.48
|
| | 60.200 | 12,506.55
|
| | 60.200 | 12,506.55
|
| | |
|
4009 6010.26 | 407.97 | 0.000 | 0.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 124.800 | 50,914.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4010 6080.00 | 3.03 | 0.000 | 0.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 800.000 | 2,424.00
|
| | 400.000 | 1,212.00
|
| | 400.000 | 1,212.00
|
| | |
|
4011 6131.50 | 0.6215 | 0.000 | 0.00
|
EPOXY COATED REINFORCING STEEL | LB | 43,720.000 | 27,171.98
|
| | 3,800.000 | 2,361.70
|
| | 3,800.000 | 2,361.70
|
| | |
|
4012 6139.50 | 19.95 | 0.000 | 0.00
|
SUBSURFACE DRAINAGE MATTING | SY | 49.800 | 993.51
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4013 6210.12 | 14.05 | 0.000 | 0.00
|
HP 10"X42# STEEL PILING | LF | 3,600.000 | 50,580.00
|
| | 1,540.760 | 21,647.68
|
| | 1,083.320 | 15,220.65
|
| | |
|
4014 6011.11 | 75,866.00 | 0.000 | 0.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 75,866.00
|
Sta. 18+21.67 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4015 4048.00 | 31,549.70 | 0.000 | 0.00
|
MODIFICATION OF STRUCTURE | EACH | 1.000 | 31,549.70
|
Design Fees From Slab Bridge to Inverted "T" and V.E.P. | | 1.000 | 31,549.70
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 18+21.67 | | Contracted | 448,317.87
|
| | Current | 446,768.18
|
| | In place | 136,146.63
|
| | This Estimate | 31,300.90
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0055 0030.70 | 288.00 | 1.000 | 288.00
|
MOBILIZATION | LS | 1.000 | 288.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 7011.20 | 16.12 | 225.000 | 3,627.00
|
W-BEAM GUARDRAIL | LF | 225.000 | 3,627.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 7020.00 | 1,382.00 | 4.000 | 5,528.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,528.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 7024.25 | 2,303.00 | 1.000 | 2,303.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 1.000 | 2,303.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 7024.27 | 1,843.00 | 3.000 | 5,529.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 3.000 | 5,529.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 17,275.00
|
| | Current | 17,275.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0060 0001.08 | 0.50 | 1,960.000 | 980.00
|
BARRICADE, TYPE II | BDAY | 1,960.000 | 980.00
|
| | 2,005.000 | 1,002.50
|
| | 805.000 | 402.50
|
| | |
|
0061 0001.10 | 2.25 | 1,244.000 | 2,799.00
|
BARRICADE, TYPE III | BDAY | 1,244.000 | 2,799.00
|
| | 412.000 | 927.00
|
| | 140.000 | 315.00
|
| | |
|
0062 0001.30 | 2.25 | 404.000 | 909.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 404.000 | 909.00
|
| | 172.000 | 387.00
|
| | 28.000 | 63.00
|
| | |
|
0063 0001.90 | 0.35 | 5,068.000 | 1,773.80
|
SIGN DAY | EACH | 5,068.000 | 1,773.80
|
| | 1,590.000 | 556.50
|
| | 420.000 | 147.00
|
| | |
|
0064 0002.30 | 0.46 | 1,000.000 | 460.00
|
PAVEMENT MARKING REMOVAL | LF | 1,000.000 | 460.00
|
| | 990.000 | 455.40
|
| | 0.000 | 0.00
|
| | |
|
0065 0002.44 | 0.09 | 12,500.000 | 1,125.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | LF | 12,500.000 | 1,125.00
|
| | 9,535.000 | 858.15
|
| | 0.000 | 0.00
|
| | |
|
0066 0002.47 | 0.58 | 800.000 | 464.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 800.000 | 464.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 0003.10 | 240.85 | 25.000 | 6,021.25
|
FLAGGING | DAY | 25.000 | 6,021.25
|
| | 6.500 | 1,565.53
|
| | 0.000 | 0.00
|
| | |
|
0068 0010.04 | 1,423.00 | 1.000 | 1,423.00
|
FIELD OFFICE | EACH | 1.000 | 1,423.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 0030.00 | 1.00 | 1.000 | 1.00
|
MOBILIZATION | LS | 1.000 | 1.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 16,756.05
|
| | Current | 16,756.05
|
| | In place | 5,752.08
|
| | This Estimate | 927.50
|
| | |
|
Totals for contract | | Contracted | 1,070,464.27
|
---|
| | Current | 1,042,267.53
|
---|
| | In place | 486,996.10
|
---|
| | This Estimate | 32,228.40
|
---|