|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:09/15/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 010804 | Estimate Number | 0036 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12340) Childers, Charles B. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 12/01/2011 TO 07/10/2017 | ||||||
| Date Approved | 08/22/2017 | ||||||
| Primary Proj Number | X098046005001 | ||||||
| Project No. | APD 80-6 (16) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||||||
| Description | FROM US 23 AT YEAGER TO STAGGER FORK | ||||||
| Date Let | 12/14/2001 | Formal Acceptance | 06/15/2007 | ||||
| Date Awarded | 03/27/2002 | Date Work Began | 05/17/2002 | ||||
| Date Contract Executed | 04/16/2002 | Open To Traffic | 06/15/2007 | ||||
| Date NTP Issued | 04/16/2002 | Actual Completion Date | 06/15/2007 | ||||
| Current Contract Amount | $24,624,942.03 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $23,554,000.00 |
Total Earnings | $22,585,223.12 |
$22,585,223.11 |
$0.01 |
|
| Percent Complete | 92.77 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,781,451.45 |
Gross Earnings | $22,585,223.12 |
$22,585,223.11 |
$0.01 |
|
| Total Change Orders | $1,070,942.03 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $22,843,490.58 |
$22,843,490.58 |
$0.00 |
|||
| Contract Id | 010804 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0036 | Project Number | APD 80-6 (16) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 12/01/2011 TO 07/10/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | WATER LINE RELOCATION CONVERTED PROJECT | Approved | 12/30/2005 | $235,650.00 | 0.0 | |||||
| 002 | GALVANIZED GATE | Approved | 12/30/2005 | $15,642.40 | 0.0 | |||||
| 003 | SOLID ROCK EXCAVATION AND MASS CONCRETE | Approved | 12/30/2005 | $22,697.16 | 0.0 | |||||
| 004 | STEEL PRICE ADJUSTMENT | Approved | 01/03/2006 | $11,520.00 | 0.0 | |||||
| 005 | SPECIAL EXCAVATION | Approved | 06/15/2006 | $42,000.00 | 0.0 | |||||
| 007 | Chain Link Fence | Approved | 08/25/2006 | $4,288.00 | 0.0 | |||||
| 008 | DELAY COST - ITEMS TO MAINT- ADDITIONAL WORK | Approved | 06/15/2007 | $739,144.47 | 0.0 | |||||
| 009 | Transfer Concrete Class AAA to Concrete Class AA | Approved | 09/04/2007 | $0.00 | 0.0 | |||||
| 010 | Administrative Settlement Override | Approved | 06/27/2017 | $0.00 | 1.0 | |||||
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 |
||
| X098046005001 | 0007 | ROADWAY EXCAVATION | FUEL | 0002 | 0.00 |
$0.00 |
$258,267.47 |
||
| X098046005001 | 0140 | DEMOBILIZATION | OTHER | 0036 | 0.00 |
$0.00 |
$-0.01 |
||
| Contract Id | 010804 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | X098046005001 | |||||||
| Estimate Nbr | 0036 | Period | 12/01/2011 TO 07/10/2017 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | X098046005001 | Fed/State Project Number | APD 80-6 (16) | 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 CULVERT | 08002M | CU M | 2.00 | 2.000 | -1,674.984 | 1,676.984 | 2.000 | 60.00 | -100,499.04 | 120.00 | |
| 0002 | MASONRY COATING CULVERT | 02998M | SQ M | 28.00 | 28.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0003 | CONCRETE-CLASS A CULVERT | 08100M | CU M | 51.00 | 51.000 | 50.450 | 50.450 | 484.00 | 24,417.80 | |||
| 0004 | STEEL REINF-EPOXY COATED CULVERT | 08151M | KG | 1,534.00 | 1,534.000 | 1,534.000 | 1,534.000 | 1.42 | 2,178.28 | |||
| 0005 | STEEL REINFORCEMENT CULVERT | 08150M | KG | 2,246.00 | 2,246.000 | 2,245.990 | 2,245.990 | 1.20 | 2,695.18 | |||
| 0006 | FOUNDATION PREPARATION CULVERT | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,750.00 | 3,750.00 | |||
| 0007 | ROADWAY EXCAVATION | 02200M | CU M | 5,249,953.00 | 5,249,953.000 | 4,913,544.000 | 4,913,544.000 | 2.49 | 12,234,724.56 | |||
| 0008 | GRANULAR EMBANKMENT | 02223M | CU M | 4,038.00 | 4,038.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0009 | WATER | 02242M | CU M | 300.00 | 300.000 | 12,856.330 | 12,856.330 | 1.00 | 12,856.33 | |||
| 0010 | CONCRETE-CLASS A ROADWAY | 08100M | CU M | 130.50 | 130.500 | 81.560 | 81.560 | 650.00 | 53,014.00 | |||
| 0011 | STEEL REINFORCEMENT ROADWAY | 08150M | KG | 6,468.10 | 6,468.100 | 4,518.854 | 4,518.854 | 2.10 | 9,489.59 | |||
| 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 67.00 | 67.000 | 0.000 | 0.000 | 58.15 | 0.00 | |||
| 0013 | REMOVE GUARDRAIL | 02381M | M | 185.00 | 185.000 | 0.000 | 0.000 | 14.06 | 0.00 | |||
| 0014 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 736.00 | 736.000 | 0.000 | 0.000 | 4.95 | 0.00 | |||
| 0015 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0016 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0017 | SIGNS | 02562M | SQ M | 43.00 | 43.000 | 59.928 | 59.928 | 100.00 | 5,992.80 | |||
| 0018 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0019 | PLUG WATER WELL | 02475 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 2,000.00 | 14,000.00 | |||
| 0020 | STEPPED GABION | 09638M01 | MTON | 2,212.00 | 2,212.000 | 370.154 | 370.154 | 60.00 | 22,209.24 | |||
| 0021 | CULVERT PIPE-450 MM | 00462M | M | 242.30 | 242.300 | 262.900 | 262.900 | 88.44 | 23,250.87 | |||
| 0022 | CULVERT PIPE-900 MM | 00468M | M | 18.00 | 18.000 | 1.000 | 1.000 | 215.71 | 215.71 | |||
| 0023 | CULVERT PIPE-1500 MM | 00472M | M | 122.20 | 122.200 | 121.900 | 121.900 | 430.65 | 52,496.23 | |||
| 0024 | CULVERT PIPE-1200 MM EQUIV | 00499M | M | 32.50 | 32.500 | 0.000 | 0.000 | 385.22 | 0.00 | |||
| 0025 | CULVERT PIPE-1800 MM EQUIV | 00503M | M | 95.30 | 95.300 | 95.042 | 95.042 | 1,673.75 | 159,076.54 | |||
| 0026 | STORM SEWER PIPE-450 MM | 00522M | M | 183.00 | 183.000 | 0.000 | 0.000 | 62.87 | 0.00 | |||
| 0027 | STORM SEWER PIPE-600 MM | 00524M | M | 63.60 | 63.600 | 0.000 | 0.000 | 83.36 | 0.00 | |||
| 0028 | STORM SEWER PIPE-750 MM | 00526M | M | 407.70 | 407.700 | 0.000 | 0.000 | 109.91 | 0.00 | |||
| 0029 | STORM SEWER PIPE-900 MM | 00528M | M | 272.70 | 272.700 | 57.000 | 57.000 | 157.28 | 8,964.96 | |||
| 0030 | STORM SEWER PIPE-1050 MM | 00529M | M | 76.70 | 76.700 | 0.000 | 0.000 | 183.54 | 0.00 | |||
| 0031 | STORM SEWER PIPE-1200 MM | 00530M | M | 240.60 | 240.600 | 0.000 | 0.000 | 209.00 | 0.00 | |||
| 0032 | STORM SEWER PIPE-1350 MM | 00531M | M | 243.30 | 243.300 | 0.000 | 0.000 | 250.83 | 0.00 | |||
| 0033 | PERFORATED PIPE-100 MM | 01000M | M | 170.00 | 170.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0034 | NON-PERFORATED PIPE-100 MM | 01010M | M | 14.40 | 14.400 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0035 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
| 0036 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
| 0037 | STEEL PIPE-63 MM | 03340M | M | 17.60 | 17.600 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0038 | STEEL PIPE-100 MM | 03343M | M | 16.80 | 16.800 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0039 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0040 | DROP BOX INLET TYPE 1 | 01490 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0041 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0042 | DROP BOX INLET TYPE 5B | 01505 | EACH | 17.00 | 17.000 | 7.000 | 7.000 | 3,200.00 | 22,400.00 | |||
| 0043 | DROP BOX INLET TYPE 7 | 01538 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0044 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 0045 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0046 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0047 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0048 | METAL END SECTION TY 3-48 INCH | 01397 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0049 | SEEDING AND PROTECTION | 05985M | SQ M | 287,625.00 | 287,625.000 | 217,380.930 | 217,380.930 | 0.56 | 121,733.32 | |||
| 0050 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 28,763.00 | 28,763.000 | 36,139.960 | 36,139.960 | 0.90 | 32,525.96 | |||
| 0051 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 340,450.00 | 340,450.000 | 78,364.000 | 78,364.000 | 0.56 | 43,883.84 | |||
| 0052 | SODDING | 05990M | SQ M | 4,674.00 | 4,674.000 | 0.000 | 0.000 | 6.40 | 0.00 | |||
| 0053 | TOPDRESSING FERTILIZER | 05966M | MTON | 16.00 | 16.000 | 0.000 | 0.000 | 660.00 | 0.00 | |||
| 0054 | EROSION CONTROL BLANKET | 05950M | SQ M | 2,484.00 | 2,484.000 | 3,510.720 | 3,510.720 | 2.05 | 7,196.97 | |||
| 0055 | SILT TRAP TYPE B | 02704 | EACH | 42.00 | 42.000 | 44.000 | 44.000 | 300.00 | 13,200.00 | |||
| 0056 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 84.00 | 84.000 | 16.000 | 16.000 | 25.00 | 400.00 | |||
| 0057 | SILT CHECK | 02705 | EACH | 57.00 | 57.000 | 203.000 | 203.000 | 50.00 | 10,150.00 | |||
| 0058 | CLEAN SILT CHECK | 02708 | EACH | 171.00 | 171.000 | 73.000 | 73.000 | 25.00 | 1,825.00 | |||
| 0059 | TEMPORARY SILT FENCE | 02701M | M | 7,325.00 | 7,325.000 | 1,404.920 | 1,404.920 | 4.00 | 5,619.68 | |||
| 0060 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 14,650.00 | 14,650.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0061 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0062 | CHANNEL LINING CLASS IA | 02482M | MTON | 4,490.00 | 4,490.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0063 | CHANNEL LINING CLASS II | 02483M | MTON | 11,654.00 | 11,654.000 | 1,908.510 | 1,908.510 | 17.25 | 32,921.79 | |||
| 0064 | CHANNEL LINING CLASS IV | 02488M | CU M | 4,633.00 | 4,633.000 | 6,499.928 | 6,499.928 | 6.00 | 38,999.56 | |||
| 0065 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 2.00 | 2.000 | 12.000 | 12.000 | 115.00 | 1,380.00 | |||
| 0066 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 8,363.00 | 8,363.000 | 6,118.100 | 6,118.100 | 23.65 | 144,693.06 | |||
| 0067 | CONCRETE BARRIER WALL TYPE 9T | 03171M | M | 71.00 | 71.000 | 45.720 | 45.720 | 240.00 | 10,972.80 | |||
| 0068 | D G A BASE | 00001M | MTON | 49.00 | 49.000 | 71.154 | 71.154 | 50.00 | 3,557.70 | |||
| 0069 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | MTON | 21.00 | 21.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0070 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | MTON | 6.00 | 6.000 | 237.220 | 237.220 | 150.00 | 35,583.00 | |||
| 0071 | CLEARING AND GRUBBING 79 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 390,000.00 | 390,000.00 | |||
| 0072 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 190,000.00 | 190,000.00 | |||
| 0073 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0074 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0075 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0076 | TEMPORARY SIGNAL | 04935 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
| 8010 | EW~ INSTALL GALVANIZED GATE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 8016 | SPECIAL EXCAVATION | 02204M | CU M | 0.00 | 4,000.000 | 4,000.000 | 4,000.000 | 10.50 | 42,000.00 | |||
| 8017 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | -249,854.060 | 392,434.530 | 142,580.470 | 1.00 | -249,854.06 | 142,580.47 | |
| 8018 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | -0.001 | 450.000 | 450.000 | 1.00 | 450.00 | |||
| 8019 | TRAFFIC BOUND BASE WRITE-IN KYCEMPII ITEMS | 00020M | MTON | 0.00 | 0.001 | 396.873 | 396.873 | 18.00 | 7,143.71 | |||
| 8023 | EW~ Chain Link Fence | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,288.00 | 4,288.00 | |||
| 8024 | EW~ Repaired 6" Line @ Yeager Bridge of Little Creek | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 458.28 | 458.28 | |||
| 8025 | EW~ Additional holes of pre-drilling thru solid rock Pier No. 4 | 10094NX | EACH | 0.00 | 109.800 | 109.800 | 109.800 | 250.00 | 27,450.00 | |||
| 8027 | EW~ Install 150 linear feet of Chain link fence. | 10094NX | EACH | 0.00 | 150.000 | 150.000 | 150.000 | 33.50 | 5,025.00 | |||
| 8028 | EW~ Additional Excavation/Top Cut/Stabilize Area | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 89,973.60 | 89,973.60 | |||
| 8031 | EW~ Test Drilling and Probing | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,025.00 | 2,025.00 | |||
| 8033 | EW~ Utility Relocations/Extensive Delays | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 600,000.00 | 600,000.00 | |||
| 8034 | EW~ 600 mm (24") Spiral Rib Pipe | 10093MX | M | 0.00 | 45.750 | 45.750 | 45.750 | 27.17 | 1,243.02 | |||
| 8035 | EW~ 750 mm (30") Spiral Rib Pipe | 10093MX | M | 0.00 | 79.300 | 79.300 | 79.300 | 35.25 | 2,795.32 | |||
| 8036 | EW~ 900 mm (36") Spiral Rib Pipe | 10093MX | M | 0.00 | 73.200 | 73.200 | 73.200 | 51.37 | 3,760.28 | |||
| 8037 | EW~ 600 mm (24") Bands | 10094NX | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 15.66 | 140.94 | |||
| 8038 | EW~ 750 mm (30") Bands | 10094NX | EACH | 0.00 | 16.000 | 16.000 | 16.000 | 10.75 | 172.00 | |||
| 8039 | EW~ 900 mm (36") Bands | 10094NX | EACH | 0.00 | 19.000 | 19.000 | 19.000 | 8.28 | 157.32 | |||
| 8040 | PERF PIPE HEADWALL TY 4-4 INCH Item 12-263.10 | 01032 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 240.00 | 240.00 | |||
| 8041 | EW~ Drop Box Inlet type 1H | 10094NX | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 561.00 | 1,683.00 | |||
| 8042 | EW~ Drop Box Inlet Type 2H | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 610.00 | 610.00 | |||
| 8043 | DROP BOX INLET TYPE 5B | 01505 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 730.00 | 1,460.00 | |||
| 8044 | EW~ Invoice 384036935 Delivery Truck-Cloud Truck | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 325.00 | 325.00 | |||
| 8045 | EW~ Invoice 384036970 Delivery Truck-Hired Hauler | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 325.00 | 325.00 | |||
| 8046 | EW~ Sales Tax Invoice #18909 | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 346.46 | 346.46 | |||
| 8047 | EW~ Sales Tax Invoice #18910 | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 456.05 | 456.05 | |||
| 8048 | EW~ Sales Tax Invoice #384036935 | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 257.10 | 257.10 | |||
| 8049 | EW~ Sales Tax Invoice 384036970 | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 241.08 | 241.08 | |||
| 8050 | CONCRETE-CLASS AA | 08104M | CU M | 0.00 | 1,189.700 | 1,189.700 | 1,189.700 | 494.00 | 587,711.80 | |||
| 8052 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 0.001 | 163,461.390 | 0.000 | 163,461.390 | 1.00 | 163,461.39 | 163,461.39 | |
| Project | X098046005001 | Fed/State Project Number | APD 80-6 (16) | Category | 0003 BRIDGE | |||||||
| 0077 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 78.50 | 78.500 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0078 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 1,420.40 | 1,420.400 | 1,160.550 | 173.287 | 1,333.837 | 60.00 | 69,633.00 | 80,030.22 | |
| 0079 | MASONRY COATING | 02998M | SQ M | 3,343.00 | 3,343.000 | 2,283.260 | 2,283.260 | 11.00 | 25,115.86 | |||
| 0080 | CONCRETE-CLASS A | 08100M | CU M | 1,554.60 | 1,554.600 | 1,554.064 | 1,554.064 | 484.00 | 752,166.97 | |||
| 0081 | CONCRETE-CLASS AAA | 08105M | CU M | 1,189.70 | 0.000 | 0.000 | 0.000 | 494.00 | 0.00 | |||
| 0082 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 689.00 | 689.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0083 | PILES-STEEL HP360X108 | 08050M | M | 1,660.00 | 1,660.000 | 1,812.526 | 1,812.526 | 93.00 | 168,564.91 | |||
| 0084 | PILE POINTS-14 INCH | 08095 | EACH | 159.00 | 159.000 | 159.000 | 159.000 | 100.00 | 15,900.00 | |||
| 0085 | TEST PILES | 08033M | M | 90.00 | 90.000 | 84.346 | 84.346 | 150.00 | 12,651.90 | |||
| 0086 | STEEL REINF-EPOXY COATED | 08151M | KG | 201,317.00 | 201,317.000 | 201,317.000 | 201,317.000 | 1.42 | 285,870.14 | |||
| 0087 | STEEL REINFORCEMENT | 08150M | KG | 158,416.00 | 158,416.000 | 156,498.663 | 156,498.663 | 1.20 | 187,798.39 | |||
| 0088 | PRECAST PC I BEAM TYPE 8 | 08638M | M | 1,407.50 | 1,407.500 | 1,407.500 | 1,407.500 | 585.00 | 823,387.50 | |||
| 0089 | PRE-DRILLING FOR PILES | 08039M | M | 150.00 | 150.000 | 143.890 | 143.890 | 190.00 | 27,339.10 | |||
| 0090 | FLOWABLE FILL | 02220M | CU M | 169.00 | 169.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0091 | EXPANSION DAM-100 MM NEOPRENE | 08472M | M | 25.20 | 25.200 | 25.200 | 25.200 | 385.00 | 9,702.00 | |||
| 0092 | STRUCTURAL STEEL (1+341.5WB) APPROX 11037.5 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,500.00 | 47,500.00 | |||
| 0093 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,000.00 | 36,000.00 | |||
| 0094 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 26,000.00 | 1,300.00 | 26,000.00 | |
| 0095 | COFFERDAM PIER 3 ADDED 12/5/01 | 08037 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 8011 | EW~ REMOVE WING WALL | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,642.40 | 10,642.40 | |||
| 8014 | STEEL PRICE ADJUSTMENT WB | 10100NS | DOLL | 0.00 | 5,760.000 | 5,760.000 | 5,760.000 | 1.00 | 5,760.00 | |||
| Project | X098046005001 | Fed/State Project Number | APD 80-6 (16) | Category | 0005 BRIDGE | |||||||
| 0096 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 76.80 | 76.800 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0097 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 788.40 | 788.400 | 514.434 | 214.726 | 729.160 | 60.00 | 30,866.04 | 43,749.60 | |
| 0098 | MASONRY COATING | 02998M | SQ M | 2,654.00 | 2,654.000 | 2,112.000 | 2,112.000 | 11.00 | 23,232.00 | |||
| 0099 | CONCRETE-CLASS A | 08100M | CU M | 1,255.20 | 1,255.200 | 1,250.540 | 1,250.540 | 484.00 | 605,261.36 | |||
| 0100 | CONCRETE-CLASS AAA | 08105M | CU M | 1,002.50 | 15.830 | 0.000 | 0.000 | 494.00 | 0.00 | |||
| 0101 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 314.00 | 314.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0102 | PILES-STEEL HP360X108 | 08050M | M | 836.00 | 836.000 | 500.667 | 500.667 | 93.00 | 46,562.03 | |||
| 0103 | PILE POINTS-14 INCH | 08095 | EACH | 129.00 | 129.000 | 114.000 | 114.000 | 100.00 | 11,400.00 | |||
| 0104 | TEST PILES | 08033M | M | 45.00 | 45.000 | 28.001 | 28.001 | 150.00 | 4,200.15 | |||
| 0105 | STEEL REINF-EPOXY COATED | 08151M | KG | 170,716.00 | 170,716.000 | 170,797.498 | 170,797.498 | 1.42 | 242,532.44 | |||
| 0106 | STEEL REINFORCEMENT | 08150M | KG | 119,002.00 | 119,002.000 | 117,192.527 | 117,192.527 | 1.20 | 140,631.03 | |||
| 0107 | PRECAST PC I BEAM TYPE 8 | 08638M | M | 1,182.50 | 1,182.500 | 1,182.500 | 1,182.500 | 585.00 | 691,762.50 | |||
| 0108 | PRE-DRILLING FOR PILES | 08039M | M | 182.00 | 182.000 | 65.841 | 65.841 | 190.00 | 12,509.79 | |||
| 0109 | FLOWABLE FILL | 02220M | CU M | 168.20 | 168.200 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0110 | EXPANSION DAM-100 MM NEOPRENE | 08472M | M | 25.20 | 25.200 | 25.200 | 25.200 | 385.00 | 9,702.00 | |||
| 0111 | STRUCTURAL STEEL (1+341.5EB) APPROX 8298.3) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,500.00 | 37,500.00 | |||
| 0112 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,000.00 | 29,000.00 | |||
| 0113 | ELECTRICAL CONDUIT EB | 08269 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 21,000.00 | 19,950.00 | |||
| 8012 | STRUCTURE EXCAV-SOLID ROCK SPECIAL | 08002M | CU M | 0.00 | 87.600 | 87.600 | 87.600 | 60.00 | 5,256.00 | |||
| 8013 | MASS CONCRETE | 10040MS | CU M | 0.00 | 87.600 | 87.600 | 87.600 | 199.10 | 17,441.16 | |||
| 8015 | STEEL PRICE ADJUSTMENT EB | 10100NS | DOLL | 0.00 | 5,760.000 | 5,760.000 | 5,760.000 | 1.00 | 5,760.00 | |||
| 8051 | CONCRETE-CLASS AA | 08104M | CU M | 0.00 | 986.670 | 986.670 | 986.670 | 494.00 | 487,414.98 | |||
| Project | X098046005001 | Fed/State Project Number | APD 80-6 (16) | Category | 0007 WATERLINE | |||||||
| 0114 | DUCTILE IRON PIPE-250 MM | 01097M | M | 255.00 | 800.000 | 861.470 | 861.470 | 200.00 | 172,294.00 | |||
| 0115 | STEEL ENCASEMENT PIPE-400 MM | 01073M | M | 10.00 | 25.000 | 85.713 | 85.713 | 650.00 | 55,713.45 | |||
| 0116 | TIE-IN 10 INCH | 03470 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0117 | FIRE HYDRANT | 02606 | EACH | 1.00 | 3.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 8001 | DUCTILE IRON PIPE-200 MM | 01095M | M | 0.00 | 530.000 | 579.682 | 579.682 | 100.00 | 57,968.20 | |||
| 8002 | CREEK CROSSING | 20243MD | M | 0.00 | 60.000 | 60.000 | 60.000 | 430.00 | 25,800.00 | |||
| 8003 | GATE VALVE-250 MM | 03530M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 8004 | GATE VALVE-200 MM | 03528M | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 8005 | TIE-IN 250 MM X 150 MM | 03470M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 8006 | TIE-IN 200 MM X 200 MM | 03468M | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 8007 | MASTER METER SOLENOID STATION | 21054ND | LS | 0.00 | 1.000 | 0.000 | 0.000 | 24,500.00 | 0.00 | |||
| 8008 | PAVEMENT RESTORATION | 09052 | M | 0.00 | 35.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 8009 | TIE-IN 200 MM X150 MM | 03468M | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 8020 | CHANNEL LINING CLASS IV WATERLINE KYCEMPII WRITE-IN | 02488M | CU M | 0.00 | -0.001 | 471.540 | 471.540 | 27.50 | 12,967.35 | |||
| 8021 | DUCTILE IRON PIPE-250 MM UNUSED KYCEMPII WRITE-IN ITEMS | 01097M | M | 0.00 | 0.010 | 22,995.260 | 22,995.260 | 1.00 | 22,995.26 | |||
| Project | X098046005001 | Fed/State Project Number | APD 80-6 (16) | Category | 0009 LANDSCAPE | |||||||
| 0118 | TREE SMOOTH ALDER | 00500EC | EACH | 330.00 | 330.000 | 337.000 | 337.000 | 63.50 | 21,399.50 | |||
| 0119 | TREE RED CHOKEBERRY | 00500EC | EACH | 330.00 | 330.000 | 330.000 | 330.000 | 63.50 | 20,955.00 | |||
| 0120 | TREE BUTTONBUSH | 00500EC | EACH | 330.00 | 330.000 | 338.000 | 338.000 | 63.50 | 21,463.00 | |||
| 0121 | SILKY DOGWOOD SILKY DOGWOOD | 09133 | EACH | 330.00 | 330.000 | 310.000 | 310.000 | 63.50 | 19,685.00 | |||
| 0122 | TREE WITHERBERRY | 00500EC | EACH | 330.00 | 330.000 | 333.000 | 333.000 | 63.50 | 21,145.50 | |||
| 0123 | TREE SPICEBUSH | 00500EC | EACH | 330.00 | 330.000 | 344.000 | 344.000 | 63.50 | 21,844.00 | |||
| 0124 | TREE NINEBARK | 00500EC | EACH | 330.00 | 330.000 | 330.000 | 330.000 | 63.50 | 20,955.00 | |||
| 0125 | TREE SWAMP ROSE | 00500EC | EACH | 330.00 | 330.000 | 333.000 | 333.000 | 63.50 | 21,145.50 | |||
| 0126 | TREE COMMON ELDERBERRY | 00500EC | EACH | 330.00 | 330.000 | 320.000 | 320.000 | 63.50 | 20,320.00 | |||
| 0127 | TREE ARROWWOOD | 00500EC | EACH | 330.00 | 330.000 | 321.000 | 321.000 | 63.50 | 20,383.50 | |||
| 0128 | TREE BOX ELDER | 00500EC | EACH | 670.00 | 670.000 | 680.000 | 680.000 | 90.00 | 61,200.00 | |||
| 0129 | RED MAPLE RED MAPLE | 09095 | EACH | 670.00 | 670.000 | 700.000 | 700.000 | 90.00 | 63,000.00 | |||
| 0130 | TREE RIVER BIRCH | 00500EC | EACH | 670.00 | 670.000 | 673.000 | 673.000 | 90.00 | 60,570.00 | |||
| 0131 | TREE IRONWOOD | 00500EC | EACH | 670.00 | 670.000 | 677.000 | 677.000 | 90.00 | 60,930.00 | |||
| 0132 | HACKBERRY HACKBERRY | 09208 | EACH | 670.00 | 670.000 | 674.000 | 674.000 | 90.00 | 60,660.00 | |||
| 0133 | GREEN ASH GREEN ASH | 09168N01 | EACH | 670.00 | 670.000 | 682.000 | 682.000 | 90.00 | 61,380.00 | |||
| 0134 | TREE SWEET GUM | 00500EC | EACH | 670.00 | 670.000 | 670.000 | 670.000 | 90.00 | 60,300.00 | |||
| 0135 | SYCAMORE AMERICAN | 09197 | EACH | 670.00 | 670.000 | 663.000 | 663.000 | 90.00 | 59,670.00 | |||
| 0136 | PIN OAK PIN OAK | 09617N01 | EACH | 670.00 | 670.000 | 702.000 | 702.000 | 90.00 | 63,180.00 | |||
| 0137 | TREE BLACK OAK | 00500EC | EACH | 670.00 | 670.000 | 612.000 | 612.000 | 90.00 | 55,080.00 | |||
| Project | X098046005001 | Fed/State Project Number | APD 80-6 (16) | Category | 0011 TRAINEES | |||||||
| 0138 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 5,600.00 | 5,600.000 | 4,379.000 | 4,379.000 | 1.00 | 4,379.00 | |||
| Project | X098046005001 | Fed/State Project Number | APD 80-6 (16) | Category | 0013 MOB / DEMOB | |||||||
| 0139 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 588,000.00 | 588,000.00 | |||
| 0140 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 340,370.71 | 85,092.67 | 340,370.71 | |
| SUBTOT | $0.00 |
$22,585,223.10 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0088-0-0I |
PRECAST PC I BEAM TYPE 8 |
|
0001 | $ | $762,926.03 | |||||||
0088-1-0A |
PRECAST PC I BEAM TYPE 8 | M |
820.58 | 0001 | $385.18000 | $-316,071.00 | ||||||
0088-10C |
PRECAST PC I BEAM TYPE 8 | M |
0.00 | 0035 | $385.179997 | $316,071.00 | ||||||
0088-00C |
PRECAST PC I BEAM TYPE 8 |
|
0.00 | 0035 | $0.000000 | $-762,926.03 | ||||||
| SUBTOT | $0.00 |
|||||||||||