|
Report_Id: 010707 Est NO 0028 |
Date:04/01/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 010707 | Estimate Number | 0028 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12315) Weddington, Derrick P., P.E. | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 08/27/2007 TO 03/23/2008 | ||||||
| Date Approved | 04/01/2008 | ||||||
| Primary Proj Number | X098011904001 | ||||||
| Project No. | APD 119-2 (69) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-SOUTH WILLAMSON ROAD (US119) | ||||||
| Description | ZEBULON TO BENT MOUNTAIN-JOHNS CREEK ROAD | ||||||
| Date Let | 09/28/2001 | Formal Acceptance | |||||
| Date Awarded | 01/18/2002 | Date Work Began | 02/26/2002 | ||||
| Date Contract Executed | 01/28/2002 | Open To Traffic | |||||
| Date NTP Issued | 01/28/2002 | Actual Completion Date | 03/21/2008 | ||||
| Current Contract Amount | $38,823,803.80 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $37,997,800.35 |
Total Earnings | $36,850,462.29 |
$36,839,650.25 |
$10,812.04 |
|
| Percent Complete | 94.93 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,967,566.24 |
Gross Earnings | $36,850,462.29 |
$36,839,650.25 |
$10,812.04 |
|
| Total Change Orders | $826,003.45 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $36,856,237.56 |
$36,845,425.52 |
$10,812.04 |
|||
| Contract Id | 010707 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0028 | Project Number | APD 119-2 (69) | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 08/27/2007 TO 03/23/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Idle equipment reimbursement | Approved | 03/28/2005 | $440,677.14 | 4.0 | |||||
| 002 | INSTALLED CRUSHED AGGREGATE SIZE # 57 ROCK PILING CORES | Approved | 06/22/2005 | $361,836.65 | 4.0 | |||||
| 003 | Steel Price Adjustment | Approved | 02/17/2006 | $23,490.00 | 0.0 | |||||
| 004 | Drainage Modification | Approved | 04/23/2007 | $-0.34 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| X098011904001 | 0007 | ROADWAY EXCAVATION | FUEL | 0001 | 0.00 |
$0.00 |
$5,775.27 |
||
| Contract Id | 010707 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | ARHG ASPHALT REHAB WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | X098011904001 | ||||||
| Estimate Nbr | 0028 | Period | 08/27/2007 TO 03/23/2008 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0001 ROADWAY | ||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE |
| 0001 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 10.00 | 5.000 | 0.000 | 0.000 | 28.00 | 0.00 | ||
| 0002 | CONCRETE-CLASS A | 08100M | CU M | 1,081.00 | 1,007.000 | 771.280 | 771.280 | 425.00 | 327,794.00 | ||
| 0003 | STEEL REINFORCEMENT | 08150M | KG | 103,161.00 | 100,091.000 | 103,161.000 | 103,161.000 | 1.21 | 124,824.81 | ||
| 0004 | FOUNDATION PREPARATION (508+324.852) | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | ||
| 0005 | FOUNDATION PREPARATION (507+666.514) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | ||
| 0006 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | ||
| 0007 | ROADWAY EXCAVATION | 02200M | CU M | 6,579,311.00 | 6,565,649.000 | 6,500,851.678 | 6,500,851.678 | 2.39 | 15,537,035.51 | ||
| 0008 | WATER | 02242M | CU M | 2,800.00 | 2,800.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0009 | CONCRETE-CLASS A | 08100M | CU M | 132.60 | 156.670 | 158.030 | 158.030 | 800.00 | 126,424.00 | ||
| 0010 | STEEL REINFORCEMENT | 08150M | KG | 5,580.80 | 6,692.800 | 6,158.045 | 6,158.045 | 2.20 | 13,547.69 | ||
| 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 507.00 | 507.000 | 95.250 | 620.485 | 715.735 | 39.20 | 3,733.80 | 28,056.81 |
| 0013 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 50.00 | 100.00 | ||
| 0014 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | ||
| 0015 | REMOVE GUARDRAIL | 02381M | M | 324.00 | 324.000 | 324.000 | 324.000 | 5.75 | 1,863.00 | ||
| 0016 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 1,992.00 | 1,992.000 | 3,639.184 | 3,639.184 | 1.00 | 3,639.18 | ||
| 0017 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 23,462.00 | 23,462.000 | 2,079.000 | 2,079.000 | 0.42 | 873.18 | ||
| 0018 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | M | 38.00 | 38.000 | 5.200 | 5.200 | 39.00 | 202.80 | ||
| 0019 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 155.00 | 310.00 | ||
| 0020 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 14.00 | 14.000 | 15.000 | 15.000 | 28.00 | 420.00 | ||
| 0021 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 80.00 | 80.000 | 52.000 | 52.000 | 28.00 | 1,456.00 | ||
| 0022 | SIGNS | 02562M | SQ M | 143.00 | 143.000 | 19.980 | 19.980 | 97.00 | 1,938.06 | ||
| 0023 | BARRICADE-TYPE III | 02014 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 0024 | TEMPORARY SIGNAL | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | ||
| 0025 | REMOVE PAVEMENT | 02091M | SQ M | 182.00 | 182.000 | 0.000 | 0.000 | 3.00 | 0.00 | ||
| 0026 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | ||
| 0027 | CULVERT PIPE-375 MM | 00461M | M | 69.80 | 69.800 | 0.000 | 0.000 | 136.00 | 0.00 | ||
| 0028 | CULVERT PIPE-450 MM | 00462M | M | 126.30 | 126.300 | 40.722 | 40.722 | 116.00 | 4,723.75 | ||
| 0029 | CULVERT PIPE-600 MM | 00464M | M | 239.70 | 239.700 | 262.427 | 262.427 | 145.00 | 38,051.91 | ||
| 0030 | CULVERT PIPE-750 MM | 00466M | M | 22.70 | 22.700 | 22.265 | 22.265 | 292.00 | 6,501.38 | ||
| 0031 | CULVERT PIPE-900 MM | 00468M | M | 106.90 | 106.900 | 62.160 | 62.160 | 204.00 | 12,680.64 | ||
| 0032 | CULVERT PIPE-1200 MM | 00470M | M | 231.30 | 231.300 | 260.868 | 260.868 | 305.00 | 79,564.74 | ||
| 0033 | CULVERT PIPE-1500 MM | 00472M | M | 188.30 | 188.300 | 188.324 | 188.324 | 355.00 | 66,855.02 | ||
| 0034 | CULVERT PIPE-1650 MM | 00473M | M | 60.00 | 60.000 | 0.000 | 0.000 | 441.00 | 0.00 | ||
| 0035 | CULVERT PIPE-1950 MM | 00475M | M | 78.00 | 78.000 | 77.900 | 77.900 | 620.00 | 48,298.00 | ||
| 0036 | CULVERT PIPE-2250 MM | 00477M | M | 63.30 | 81.600 | 81.740 | 81.740 | 735.00 | 60,078.90 | ||
| 0037 | CULVERT PIPE-2400 MM | 00478M | M | 14.80 | 14.800 | 14.778 | 14.778 | 754.00 | 11,142.61 | ||
| 0038 | STORM SEWER PIPE-375 MM | 00521M | M | 358.10 | 358.100 | 417.865 | 417.865 | 94.00 | 39,279.31 | ||
| 0039 | STORM SEWER PIPE-450 MM | 00522M | M | 324.00 | 324.000 | 433.731 | 433.731 | 106.00 | 45,975.48 | ||
| 0040 | STORM SEWER PIPE-600 MM | 00524M | M | 213.60 | 213.600 | 185.162 | 185.162 | 125.00 | 23,145.25 | ||
| 0041 | STORM SEWER PIPE-750 MM | 00526M | M | 447.90 | 447.900 | 483.329 | 483.329 | 157.00 | 75,882.65 | ||
| 0042 | STORM SEWER PIPE-900 MM | 00528M | M | 329.40 | 329.400 | 353.690 | 353.690 | 199.00 | 70,384.31 | ||
| 0043 | STORM SEWER PIPE-1050 MM | 00529M | M | 247.10 | 247.100 | 247.355 | 247.355 | 216.00 | 53,428.68 | ||
| 0044 | ENTRANCE PIPE-750 MM | 00445M | M | 31.80 | 31.800 | 0.000 | 0.000 | 143.00 | 0.00 | ||
| 0045 | PERFORATED PIPE-100 MM | 01000M | M | 202.00 | 202.000 | 242.552 | 242.552 | 44.00 | 10,672.28 | ||
| 0046 | NON-PERFORATED PIPE-100 MM | 01010M | M | 113.00 | 113.000 | 159.037 | 159.037 | 35.00 | 5,566.29 | ||
| 0047 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 0048 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 0049 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | ||
| 0050 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | ||
| 0051 | DROP BOX INLET TYPE 1 | 01490 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 1,800.00 | 12,600.00 | ||
| 0052 | DROP BOX INLET TYPE 2 | 01493 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | ||
| 0053 | DROP BOX INLET TYPE 5B | 01505 | EACH | 20.00 | 20.000 | 22.000 | 22.000 | 2,200.00 | 48,400.00 | ||
| 0054 | DROP BOX INLET TYPE 7 | 01538 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 2,850.00 | 25,650.00 | ||
| 0055 | DROP BOX INLET TYPE 14 | 01577 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | ||
| 0056 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | ||
| 0057 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | ||
| 0058 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | ||
| 0059 | SEEDING AND PROTECTION | 05985M | SQ M | 390,842.00 | 390,842.000 | 330,009.300 | 330,009.300 | 0.38 | 125,403.53 | ||
| 0060 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 39,100.00 | 39,100.000 | 973.400 | 973.400 | 0.30 | 292.02 | ||
| 0061 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 340,156.00 | 340,156.000 | 253,436.300 | 253,436.300 | 0.22 | 55,755.98 | ||
| 0062 | TOPDRESSING FERTILIZER | 05966M | MTON | 23.50 | 23.500 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 0063 | EROSION CONTROL BLANKET | 05950M | SQ M | 33,264.00 | 33,264.000 | 0.000 | 0.000 | 1.45 | 0.00 | ||
| 0064 | SILT TRAP TYPE B | 02704 | EACH | 107.00 | 107.000 | 19.000 | 19.000 | 300.00 | 5,700.00 | ||
| 0065 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 321.00 | 321.000 | 44.000 | 44.000 | 100.00 | 4,400.00 | ||
| 0066 | SILT CHECK | 02705 | EACH | 120.00 | 120.000 | 62.000 | 62.000 | 100.00 | 6,200.00 | ||
| 0067 | CLEAN SILT CHECK | 02708 | EACH | 320.00 | 320.000 | 67.000 | 67.000 | 25.00 | 1,675.00 | ||
| 0068 | TEMPORARY SILT FENCE | 02701M | M | 10,835.00 | 10,835.000 | 1,438.450 | 1,438.450 | 6.00 | 8,630.70 | ||
| 0069 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 21,670.00 | 21,670.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0070 | CHANNEL LINING CLASS IA | 02482M | MTON | 3,403.00 | 3,403.000 | 0.000 | 0.000 | 56.00 | 0.00 | ||
| 0071 | CHANNEL LINING CLASS II | 02483M | MTON | 5,654.00 | 5,654.000 | 3,242.783 | 3,242.783 | 18.00 | 58,370.09 | ||
| 0072 | CHANNEL LINING CLASS IV | 02488M | CU M | 5,630.00 | 5,630.000 | 5,933.420 | 5,933.420 | 5.00 | 29,667.10 | ||
| 0073 | SETTLEMENT PLATFORM | 02692 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | ||
| 0074 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 7.00 | 7.000 | 19.000 | 19.000 | 125.00 | 2,375.00 | ||
| 0075 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 6,918.00 | 6,918.000 | 431.600 | 5,527.200 | 5,958.800 | 16.40 | 7,078.24 | 97,724.32 |
| 0076 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | MTON | 2,000.00 | 2,000.000 | 47.053 | 47.053 | 40.00 | 1,882.12 | ||
| 0077 | CRUSHED STONE BASE | 00003M | MTON | 5,614.00 | 5,614.000 | 3,887.696 | 3,887.696 | 25.51 | 99,175.12 | ||
| 0078 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 1.40 | 1.400 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0079 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 11.40 | 11.400 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 0080 | CEMENT | 02542M | MTON | 25.00 | 25.000 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 0081 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | MTON | 2,914.00 | 2,914.000 | 5,182.250 | 5,182.250 | 52.92 | 274,244.67 | ||
| 0082 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | MTON | 446.00 | 446.000 | 782.660 | 782.660 | 52.92 | 41,418.36 | ||
| 0083 | CL3 ASPH BASE 25.0D PG70-22 | 00215M | MTON | 1,228.00 | 0.000 | 0.000 | 0.000 | 58.82 | 0.00 | ||
| 0084 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | MTON | 397.00 | 397.000 | 0.000 | 0.000 | 56.15 | 0.00 | ||
| 0086 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | MTON | 167.00 | 167.000 | 327.170 | 327.170 | 68.57 | 22,434.04 | ||
| 0087 | CL3 ASPH SURF 12.5B PG70-22 | 00325M | MTON | 593.00 | 66.440 | 0.000 | 0.000 | 69.72 | 0.00 | ||
| 0088 | CLEARING AND GRUBBING (91 HECTACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 399,000.00 | 399,000.00 | ||
| 0089 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 185,000.00 | 166,500.00 | ||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 40,000.00 | 32,000.00 | ||
| 0091 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0092 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 150,000.00 | 142,500.00 | ||
| 0245 | CL2 ASPH SURF 12.5D PG64-22 | 09071M01 | MTON | 176.00 | 176.000 | 457.040 | 457.040 | 68.57 | 31,339.23 | ||
| 0250 | STEPPED GABION | 09638M01 | MTON | 8,822.00 | 6,413.220 | 0.000 | 0.000 | 54.00 | 0.00 | ||
| 8000 | EW~ Idle Equipment Spread Reim | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 418,727.52 | 418,727.52 | ||
| 8001 | EW~ Steel Super. Fab. Rev. | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,949.62 | 21,949.62 | ||
| 8004 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 23,490.000 | 23,490.000 | 23,490.000 | 1.00 | 23,490.00 | ||
| 8005 | CL4 ASPH SURF 12.5D PG76-22 | 00317M | MTON | 0.00 | 526.560 | 574.190 | 574.190 | 69.72 | 40,032.52 | ||
| 8006 | CL3 ASPH BASE 37.5D PG76-22 | 00207M | MTON | 0.00 | 1,228.000 | 1,556.560 | 1,556.560 | 58.82 | 91,556.85 | ||
| 8007 | RELOCATE TEMP CONC MED BARRIER | 02003M | M | 0.00 | 768.600 | 768.600 | 768.600 | 15.00 | 11,529.00 | ||
| 8008 | INSTALL TEMP CONC MED BARR | 01992M | M | 0.00 | 667.950 | 667.950 | 667.950 | 75.00 | 50,096.25 | ||
| 8009 | FLOWABLE FILL | 02220M | CU M | 0.00 | 574.000 | 123.930 | 123.930 | 125.00 | 15,491.25 | ||
| 8010 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 0.00 | 359.000 | 359.000 | 359.000 | 137.89 | 49,502.51 | ||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0003 BRIDGE | ||||||
| 0093 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 224.00 | 224.000 | 224.000 | 224.000 | 60.00 | 13,440.00 | ||
| 0094 | MASONRY COATING | 02998M | SQ M | 1,145.00 | 1,145.000 | 1,048.750 | 1,048.750 | 8.00 | 8,390.00 | ||
| 0095 | CONCRETE-CLASS A | 08100M | CU M | 123.00 | 123.000 | 123.000 | 123.000 | 425.00 | 52,275.00 | ||
| 0096 | CONCRETE-CLASS AAA | 08105M | CU M | 460.00 | 460.000 | 460.000 | 460.000 | 535.00 | 246,100.00 | ||
| 0097 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 272.00 | 272.000 | 261.450 | 261.450 | 25.00 | 6,536.25 | ||
| 0098 | PILES-STEEL HP360X132 | 08051M | M | 1,241.00 | 1,241.000 | 1,233.950 | 1,233.950 | 110.00 | 135,734.50 | ||
| 0099 | TEST PILES | 08033M | M | 114.00 | 114.000 | 114.000 | 114.000 | 100.00 | 11,400.00 | ||
| 0100 | STEEL REINF-EPOXY COATED | 08151M | KG | 73,698.00 | 73,698.000 | 73,698.000 | 73,698.000 | 1.30 | 95,807.40 | ||
| 0101 | STEEL REINFORCEMENT | 08150M | KG | 10,608.00 | 10,608.000 | 10,608.000 | 10,608.000 | 1.21 | 12,835.68 | ||
| 0102 | PILE POINTS-14 INCH | 08095 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 100.00 | 3,600.00 | ||
| 0103 | PRECAST PC I BEAM TYPE 5 | 08636M | M | 517.00 | 517.000 | 517.000 | 517.000 | 600.00 | 310,200.00 | ||
| 0104 | APPROACH SLAB | 08500M | SQ M | 282.00 | 282.000 | 282.000 | 282.000 | 100.00 | 28,200.00 | ||
| 0105 | STRUCTURAL STEEL (20+371.327)(APPROX. 1076) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | ||
| 0106 | FOUNDATION PREPARATION (20+371.327) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | ||
| 8003 | EW~ UNIT PRICE FOR INSTALLING CRUSHED AGGR #57 IN ROCK CORES,. | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 361,836.65 | 361,836.65 | ||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0005 BRIDGE | ||||||
| 0107 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 189.00 | 189.000 | 189.000 | 189.000 | 60.00 | 11,340.00 | ||
| 0108 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 3,985.00 | 3,985.000 | 3,255.690 | 3,255.690 | 28.00 | 91,159.32 | ||
| 0109 | MASONRY COATING | 02998M | SQ M | 3,985.00 | 3,985.000 | 912.486 | 912.486 | 8.00 | 7,299.88 | ||
| 0110 | CONCRETE-CLASS A | 08100M | CU M | 3,585.90 | 3,585.900 | 3,585.900 | 3,585.900 | 425.00 | 1,524,007.50 | ||
| 0111 | CONCRETE-CLASS AAA | 08105M | CU M | 2,048.00 | 2,048.000 | 2,048.000 | 2,048.000 | 535.00 | 1,095,680.00 | ||
| 0112 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 930.00 | 930.000 | 190.544 | 190.544 | 25.00 | 4,763.60 | ||
| 0113 | PILES-STEEL HP360X108 | 08050M | M | 526.00 | 526.000 | 521.434 | 521.434 | 100.00 | 52,143.40 | ||
| 0114 | TEST PILES | 08033M | M | 47.00 | 47.000 | 47.000 | 47.000 | 100.00 | 4,700.00 | ||
| 0115 | STEEL REINF-EPOXY COATED | 08151M | KG | 394,945.00 | 394,945.000 | 394,945.000 | 394,945.000 | 1.30 | 513,428.50 | ||
| 0116 | STEEL REINFORCEMENT | 08150M | KG | 474,059.00 | 474,059.000 | 474,059.000 | 474,059.000 | 1.21 | 573,611.39 | ||
| 0117 | PILE POINTS-14 INCH | 08095 | EACH | 25.00 | |||||||