| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0046 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 7,169.42 | 0313308991
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0002: | 7,169.42 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0046 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,044.90 | 0313308991
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0003: | -1,044.90 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0046 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -3,064.87 | 0313308991
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0004: | -3,064.87 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0046 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -546.12 | 0313308991
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0006: | -546.12 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0046 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -639.87 | 0313308991
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0007: | -639.87 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0040 | 6010.26 | CLASS 47BD-4000 CONCRETE FOR BRIDGE | |
|
| | S.P. Initial Payment | 39,453.09 | 003232
|
| | Epoxy Re-Steel and Decking Material | |
|
0046 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -721.66 | 0313308991
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0009: | 38,731.43 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0046 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -558.09 | 0313308991
|
| | Epoxy Coated Re-Steel | |
|
| | Total for estimate 0010: | -558.09 |
|
| | Total remaining for contract: | 40,047.00 |
|
---|
| | | 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 | 13,500.00 | 1.000 | 13,500.00
|
MOBILIZATION | LS | 1.000 | 13,500.00
|
| | 0.727 | 9,814.50
|
| | 0.000 | 0.00
|
| | |
|
0002 1009.00 | 5,200.00 | 1.000 | 5,200.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 5,200.00
|
| | 1.000 | 5,200.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1011.00 | 11.50 | 37.000 | 425.50
|
WATER | MGAL | 37.000 | 425.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1017.00 | 15,000.00 | 1.000 | 15,000.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 15,000.00
|
| | 0.550 | 8,250.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1030.00 | 4.50 | 3,710.000 | 16,695.00
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 3,710.000 | 16,695.00
|
| | 3,710.000 | 16,695.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1101.00 | 4.60 | 2,536.000 | 11,665.60
|
REMOVE PAVEMENT | SY | 2,536.000 | 11,665.60
|
| | 2,547.370 | 11,717.90
|
| | 0.000 | 0.00
|
| | |
|
0007 1102.00 | 4.60 | 1,814.000 | 8,344.40
|
REMOVE ASPHALT SURFACE | SY | 1,814.000 | 8,344.40
|
| | 1,853.980 | 8,528.31
|
| | 0.000 | 0.00
|
| | |
|
0008 7017.00 | 3.00 | 825.000 | 2,475.00
|
REMOVE GUARDRAIL | LF | 825.000 | 2,475.00
|
| | 1,024.300 | 3,072.90
|
| | 0.000 | 0.00
|
| | |
|
0009 9110.01 | 95.00 | 20.000 | 1,900.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,900.00
|
| | 5.500 | 522.50
|
| | 0.000 | 0.00
|
| | |
|
0010 9110.03 | 50.00 | 20.000 | 1,000.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 9110.06 | 80.00 | 20.000 | 1,600.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 20.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 9110.07 | 50.00 | 20.000 | 1,000.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 L020.00 | 1.35 | 11,000.000 | 14,850.00
|
EROSION CONTROL | SY | 11,000.000 | 14,850.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 L022.11 | 2.50 | 1,800.000 | 4,500.00
|
FABRIC SILT FENCE-LOW POROSITY | LF | 1,800.000 | 4,500.00
|
| | 2,129.000 | 5,322.50
|
| | 0.000 | 0.00
|
| | |
|
4401 1101.25 | 5.68 | 0.000 | 0.00
|
SAWING PAVEMENT | LF | 76.830 | 436.39
|
| | 76.830 | 436.39
|
| | 0.000 | 0.00
|
| | |
|
4602 1010.40 | 9.00 | 0.000 | 0.00
|
REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL | CY | 2,000.000 | 18,000.00
|
| | 2,868.140 | 25,813.26
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 98,155.50
|
| | Current | 116,591.89
|
| | In place | 95,373.26
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0015 0030.30 | 2,000.00 | 1.000 | 2,000.00
|
MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 3075.12 | 21.00 | 1,814.000 | 38,094.00
|
6" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 1,814.000 | 38,094.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 3075.46 | 28.00 | 2,186.000 | 61,208.00
|
9" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 2,186.000 | 61,208.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 7502.04 | 2.35 | 2,400.000 | 5,640.00
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 2,400.000 | 5,640.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 7503.04 | 2.35 | 2,400.000 | 5,640.00
|
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 2,400.000 | 5,640.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 8029.10 | 5.25 | 4,000.000 | 21,000.00
|
AGGREGATE FOUNDATION COURSE-D 4" | SY | 4,000.000 | 21,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 9111.00 | 8.50 | 15.000 | 127.50
|
WATER | MGAL | 15.000 | 127.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 9170.00 | 290.00 | 16.400 | 4,756.00
|
EARTH SHOULDER CONSTRUCTION | STA | 16.400 | 4,756.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 9173.20 | 1.45 | 4,000.000 | 5,800.00
|
SUBGRADE PREPARATION | SY | 4,000.000 | 5,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 9188.50 | 25.00 | 315.000 | 7,875.00
|
SURFACING UNDER GUARDRAIL | SY | 315.000 | 7,875.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 152,140.50
|
| | Current | 152,140.50
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0025 0030.40 | 2,000.00 | 1.000 | 2,000.00
|
MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 1118.25 | 100.00 | 2.000 | 200.00
|
REMOVE SPLASH BASIN | EACH | 2.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 1119.00 | 180.00 | 4.000 | 720.00
|
REMOVE INLET | EACH | 4.000 | 720.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 4011.45 | 2,300.00 | 4.000 | 9,200.00
|
SLOTTED VANE INLET | EACH | 4.000 | 9,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 4050.01 | 21.50 | 302.000 | 6,493.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 302.000 | 6,493.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4310.18 | 400.00 | 4.000 | 1,600.00
|
18" FLARED-END SECTION | EACH | 4.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 P402.18 | 25.00 | 432.000 | 10,800.00
|
18" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 432.000 | 10,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 31,013.00
|
| | Current | 31,013.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 15+00 | | |
|
0032 0030.60 | 73,000.00 | 1.000 | 73,000.00
|
MOBILIZATION | LS | 1.000 | 73,000.00
|
| | 1.000 | 73,000.00
|
| | 0.000 | 0.00
|
| | |
|
0033 3050.15 | 225.00 | 225.000 | 50,625.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 225.000 | 50,625.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 3051.10 | 0.60 | 26,209.000 | 15,725.40
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 26,209.000 | 15,725.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 6000.10 | 10,000.00 | 1.000 | 10,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
|
| | 0.250 | 2,500.00
|
| | |
|
0036 6000.11 | 10,000.00 | 1.000 | 10,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0037 6000.20 | 25,000.00 | 1.000 | 25,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 25,000.00
|
| | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | |
|
0038 6005.35 | 35.00 | 92.700 | 3,244.50
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 92.700 | 3,244.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6010.22 | 350.00 | 234.500 | 82,075.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 234.500 | 82,075.00
|
| | 192.499 | 67,374.65
|
| | 15.002 | 5,250.70
|
| | |
|
0040 6010.26 | 360.00 | 374.800 | 134,928.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 374.800 | 134,928.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 6010.28 | 370.00 | 31.200 | 11,544.00
|
CLASS 47BD-5000 CONCRETE FOR BRIDGE | CY | 31.200 | 11,544.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 6040.00 | 85,000.00 | 1.000 | 85,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 85,000.00
|
AT STA. 15+00 | | 1.000 | 85,000.00
|
| | 0.000 | 0.00
|
| | |
|
0043 6071.11 | 388,000.00 | 1.000 | 388,000.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 388,000.00
|
AT STA. 15+00 | | 1.000 | 388,000.00
|
| | 0.500 | 194,000.00
|
| | |
|
0044 6080.00 | 3.00 | 2,918.000 | 8,754.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 2,918.000 | 8,754.00
|
| | 2,704.440 | 8,113.32
|
| | 0.000 | 0.00
|
| | |
|
0045 6107.00 | 40.00 | 414.600 | 16,584.00
|
CONCRETE SLOPE PROTECTION | SY | 414.600 | 16,584.00
|
| | 399.447 | 15,977.88
|
| | 59.837 | 2,393.48
|
| | |
|
0046 6131.50 | 0.60 | 110,132.000 | 66,079.20
|
EPOXY COATED REINFORCING STEEL | LB | 110,132.000 | 66,079.20
|
| | 25,174.182 | 15,104.50
|
| | 2,136.638 | 1,281.98
|
| | |
|
0047 6139.50 | 25.00 | 95.400 | 2,385.00
|
SUBSURFACE DRAINAGE MATTING | SY | 95.400 | 2,385.00
|
| | 23.400 | 585.00
|
| | 0.000 | 0.00
|
| | |
|
0048 6210.50 | 20.00 | 4,050.000 | 81,000.00
|
PIPE PILING | LF | 3,810.000 | 76,200.00
|
| | 3,645.700 | 72,914.00
|
| | 305.840 | 6,116.80
|
| | |
|
0049 8091.00 | 25.00 | 444.000 | 11,100.00
|
GRANULAR BACKFILL | CY | 444.000 | 11,100.00
|
| | 111.000 | 2,775.00
|
| | 0.000 | 0.00
|
| | |
|
4601 6210.60 | 12.00 | 0.000 | 0.00
|
PAY CUT-OFF FOR PIPE PILE | LF | 240.000 | 2,880.00
|
| | 404.300 | 4,851.60
|
| | 19.160 | 229.92
|
| | |
|
GROUP 6 BRIDGE AT STA. 15+00 | | Contracted | 1,075,044.10
|
| | Current | 1,073,124.10
|
| | In place | 778,695.95
|
| | This Estimate | 211,772.88
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0050 0030.70 | 200.00 | 1.000 | 200.00
|
MOBILIZATION | LS | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 7011.20 | 11.02 | 325.000 | 3,581.50
|
W-BEAM GUARDRAIL | LF | 325.000 | 3,581.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 7011.30 | 19.83 | 162.500 | 3,222.37
|
THRIE-BEAM GUARDRAIL | LF | 162.500 | 3,222.37
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 7020.00 | 1,058.00 | 4.000 | 4,232.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,232.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 7022.50 | 4,329.00 | 2.000 | 8,658.00
|
BULLNOSE-12.5' | EACH | 2.000 | 8,658.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 7024.27 | 1,378.00 | 4.000 | 5,512.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 5,512.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 25,405.88
|
| | Current | 25,405.88
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0056 0001.08 | 0.50 | 1,460.000 | 730.00
|
BARRICADE, TYPE II | BDAY | 1,460.000 | 730.00
|
| | 6,248.000 | 3,124.00
|
| | 357.000 | 178.50
|
| | |
|
0057 0001.10 | 2.40 | 6,008.000 | 14,419.20
|
BARRICADE, TYPE III | BDAY | 6,008.000 | 14,419.20
|
| | 2,848.000 | 6,835.20
|
| | 148.000 | 355.20
|
| | |
|
0058 0001.75 | 6.25 | 998.000 | 6,237.50
|
TEMPORARY SIGN DAY | EACH | 998.000 | 6,237.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 0001.90 | 0.60 | 10,862.000 | 6,517.20
|
SIGN DAY | EACH | 10,862.000 | 6,517.20
|
| | 9,894.000 | 5,936.40
|
| | 616.000 | 369.60
|
| | |
|
0060 0001.98 | 2.25 | 32.000 | 72.00
|
CONTRACTOR FURNISHED SIGN | EACH | 32.000 | 72.00
|
| | 646.000 | 1,453.50
|
| | 38.000 | 85.50
|
| | |
|
0061 0002.97 | 45.00 | 38.000 | 1,710.00
|
FLASHING ARROW PANEL | DAY | 38.000 | 1,710.00
|
| | 91.000 | 4,095.00
|
| | 6.000 | 270.00
|
| | |
|
0062 0003.10 | 120.00 | 30.000 | 3,600.00
|
FLAGGING | DAY | 30.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 0003.51 | 15.00 | 800.000 | 12,000.00
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 800.000 | 12,000.00
|
| | 800.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | |
|
0064 0003.56 | 10.00 | 800.000 | 8,000.00
|
RELOCATE CONCRETE PROTECTION BARRIER | LF | 800.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 0003.58 | 4,000.00 | 4.000 | 16,000.00
|
INERTIAL BARRIER SYSTEM | EACH | 4.000 | 16,000.00
|
| | 4.000 | 16,000.00
|
| | 0.000 | 0.00
|
| | |
|
0066 0005.10 | 125.00 | 244.000 | 30,500.00
|
TRAFFIC CONTROL MANAGEMENT | DAY | 244.000 | 30,500.00
|
| | 137.000 | 17,125.00
|
| | 7.000 | 875.00
|
| | |
|
0067 0010.04 | 5,000.00 | 1.000 | 5,000.00
|
FIELD OFFICE | EACH | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0068 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 634.500 | 507.60
|
| | 246.500 | 197.20
|
| | |
|
0069 0030.10 | 0.00 | 1.000 | 0.00
|
MOBILIZATION | LS | 1.000 | 0.00
|
| | 1.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 105,585.90
|
| | Current | 105,585.90
|
| | In place | 72,076.70
|
| | This Estimate | 2,331.00
|
| | |
|
Totals for contract | | Contracted | 1,487,344.87
|
---|
| | Current | 1,503,861.27
|
---|
| | In place | 946,145.91
|
---|
| | This Estimate | 214,103.88
|
---|