|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/10/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051155 | Estimate Number | 0094 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. | ||||||
| Contractor | BIZZACK INC | ADDR SN 1 VC Code VC0000088060 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 11/22/2010 TO 06/22/2017 | ||||||
| Date Approved | 06/23/2017 | ||||||
| Primary Proj Number | DE09804600555 | ||||||
| Project No. | ADP 80-6(25), APD 80-6(25) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VA. STATE LINE ROAD (US 460) | ||||||
| Description | NEW CONSTRUCTION FROM SNAKE BRANCH TO COLEMAN HOLLOW INCLUDING I-CHANGE AND BRIDGES AT WOLFPIT BRANCH | ||||||
| Date Let | 11/18/2005 | Formal Acceptance | 06/18/2010 | ||||
| Date Awarded | 11/29/2005 | Date Work Began | 01/09/2006 | ||||
| Date Contract Executed | 12/06/2005 | Open To Traffic | 12/15/2009 | ||||
| Date NTP Issued | 12/06/2005 | Actual Completion Date | 12/15/2009 | ||||
| Current Contract Amount | $29,194,217.47 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $25,071,786.73 |
Total Earnings | $29,194,217.44 |
$28,971,016.34 |
$223,201.10 |
|
| Percent Complete | 100 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $0.61 |
Gross Earnings | $29,194,217.44 |
$28,971,016.34 |
$223,201.10 |
|
| Total Change Orders | $4,122,430.74 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $29,194,216.86 |
$28,971,016.34 |
$223,200.52 |
|||
| Contract Id | 051155 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0094 | Project Number | ADP 80-6(25), APD 80-6(25) | |||||||
| Contractor | BIZZACK INC | Period | 11/22/2010 TO 06/22/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cross Section Slope Modification | Approved | 01/22/2007 | $171,109.12 | 3.0 | |||||
| 002 | Fuel Adjustment and Delay Costs | Approved | 08/16/2007 | $3,071,149.92 | 0.0 | |||||
| 003 | Non participation Federal Funds | Approved | 10/18/2007 | $0.00 | 0.0 | |||||
| 004 | Value Engineering | Approved | 11/19/2007 | $-899,157.99 | 0.0 | |||||
| 005 | Fuel Adjustment and Revised Value Engineering Proposal | Approved | 08/27/2008 | $795,179.16 | 2.0 | |||||
| 006 | Fuel Adjustment | Approved | 01/23/2009 | $345,629.79 | 0.0 | |||||
| 007 | Value Engineering and drainage enhancements | Approved | 06/08/2009 | $3,395.42 | 0.0 | |||||
| 008 | Mass Concrete and drainage items | Approved | 08/12/2009 | $17,919.04 | 1.0 | |||||
| 009 | Guardrail, Seeding and erosion control items | Approved | 04/19/2010 | $112,771.82 | 27.0 | |||||
| 010 | Roadway Excavation and Guardrail | Approved | 07/16/2010 | $316,754.12 | 6.0 | |||||
| 011 | Asphalt Adjustment and Overrun of Channel Lining Class IV | Approved | 11/18/2010 | $172,978.58 | 3.0 | |||||
| 012 | Underrun and Overhaul | Approved | 03/29/2017 | $14,701.76 | 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 |
||
| DE09804600506 | 8039 | ASPHALT ADJUSTMENT | Overrun | 0093 | -0.59 |
$1.00 |
$-0.59 |
||
| DE09804600555 | 8038 | ASPHALT ADJUSTMENT | OTHER | 0093 | 0.00 |
$1.00 |
$0.59 |
||
| DE09804600555 | 1430 | DEMOBILIZATION | OTHER | 0094 | 0.00 |
$0.00 |
$-0.58 |
||
| Contract Id | 051155 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE09804600555 | |||||||
| Estimate Nbr | 0094 | Period | 11/22/2010 TO 06/22/2017 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | DE09804600506 | Fed/State Project Number | ADP 80-6(25) | Category | 0001 NON PARTICIAPTING FEDERAL FUNDS | |||||||
| 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 | |
| 8039 | ASPHALT ADJUSTMENT Non-Participating | 10030NS | DOLL | 0.00 | 4,123.840 | 4,123.840 | 4,123.840 | 1.00 | 4,123.84 | |||
| 9001 | DELAY COST NON PARTICIPATING FEDERAL FUNDS | 10070NX | DOLL | 0.00 | 3,048,081.000 | 3,048,081.000 | 3,048,081.000 | 1.00 | 3,048,081.00 | |||
| Project | DE09804600506 | Fed/State Project Number | ADP 80-6(25) | Category | 0002 NON PARTICIPATING FUNDS FY11 | |||||||
| SUBTOT | $0.00 |
$3,052,204.84 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | 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 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 3,303.00 | 4,960.000 | 8,489.330 | 8,489.330 | 34.45 | 292,457.41 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,710.00 | 4,164.980 | 3,728.620 | 3,728.620 | 15.50 | 57,793.61 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 28.90 | 89.000 | 44.360 | 44.360 | 95.00 | 4,214.20 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,544.00 | 5,406.000 | 6,649.620 | 6,649.620 | 75.78 | 503,908.20 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.50 | 11.000 | 5.690 | 5.690 | 750.00 | 4,267.50 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 503.00 | 1,046.000 | 1,252.740 | 1,252.740 | 84.75 | 106,169.71 | |||
| 0080 | CULVERT PIPE-18 INCH | 00462 | LF | 247.00 | 153.000 | 156.000 | 156.000 | 39.20 | 6,115.20 | |||
| 0090 | CULVERT PIPE-24 INCH | 00464 | LF | 350.00 | 172.000 | 191.000 | 191.000 | 50.90 | 9,721.90 | |||
| 0100 | CULVERT PIPE-30 INCH | 00466 | LF | 85.00 | 0.000 | 0.000 | 0.000 | 56.80 | 0.00 | |||
| 0110 | CULVERT PIPE-54 INCH | 00471 | LF | 52.00 | 52.000 | 72.000 | 72.000 | 118.70 | 8,546.40 | |||
| 0120 | CULVERT PIPE-78 INCH | 00475 | LF | 129.00 | 176.000 | 176.000 | 176.000 | 201.50 | 35,464.00 | |||
| 0130 | STORM SEWER PIPE-24 INCH | 00524 | LF | 359.00 | 91.000 | 0.000 | 0.000 | 40.70 | 0.00 | |||
| 0140 | STORM SEWER PIPE-30 INCH | 00526 | LF | 728.00 | 1,450.000 | 1,450.000 | 1,450.000 | 51.00 | 73,950.00 | |||
| 0150 | STORM SEWER PIPE-36 INCH | 00528 | LF | 2,573.00 | 2,068.000 | 1,970.000 | 1,970.000 | 60.00 | 118,200.00 | |||
| 0160 | STORM SEWER PIPE-48 INCH | 00530 | LF | 220.00 | 220.000 | 220.000 | 220.000 | 91.60 | 20,152.00 | |||
| 0170 | STORM SEWER PIPE-54 INCH | 00531 | LF | 323.00 | 323.000 | 323.000 | 323.000 | 101.00 | 32,623.00 | |||
| 0180 | STORM SEWER PIPE-60 INCH | 00532 | LF | 509.00 | 509.000 | 509.000 | 509.000 | 123.50 | 62,861.50 | |||
| 0190 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,206.00 | 1,406.000 | 1,139.000 | 1,139.000 | 8.00 | 9,112.00 | |||
| 0200 | PERFORATED PIPE-8 INCH | 01002 | LF | 4,200.00 | 4,200.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0210 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 100.00 | 200.000 | 150.000 | 150.000 | 8.00 | 1,200.00 | |||
| 0220 | NON-PERFORATED PIPE-8 INCH | 01012 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0230 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 0240 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,250.00 | 3,250.00 | |||
| 0250 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0260 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 3.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0270 | DROP BOX INLET TYPE 1 | 01490 | EACH | 7.00 | 4.000 | 4.000 | 4.000 | 2,730.00 | 10,920.00 | |||
| 0280 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 4.000 | 4.000 | 4.000 | 3,015.00 | 12,060.00 | |||
| 0290 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 3.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
| 0300 | DROP BOX INLET TYPE 7 | 01538 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 4,560.00 | 9,120.00 | |||
| 0310 | DROP BOX INLET TYPE 13GB | 01562 | EACH | 7.00 | 10.000 | 10.000 | 10.000 | 2,830.00 | 28,300.00 | |||
| 0320 | TEMPORARY DITCH | 02159 | LF | 5,950.00 | 5,950.000 | 7,924.000 | 7,924.000 | 1.40 | 11,093.60 | |||
| 0330 | ROADWAY EXCAVATION | 02200 | CUYD | 7,429,055.00 | 8,238,531.000 | 8,238,531.000 | 8,238,531.000 | 2.24 | 18,454,309.44 | |||
| 0340 | WATER | 02242 | MGAL | 853.00 | 2,815.000 | 8,856.108 | 8,856.108 | 10.00 | 88,561.08 | |||
| 0350 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 10,149.00 | 9,772.000 | 2,152.000 | 2,152.000 | 5.15 | 11,082.80 | |||
| 0360 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,983.00 | 4,240.000 | 4,240.000 | 4,240.000 | 17.00 | 72,080.00 | |||
| 0370 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0380 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 0390 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 23.00 | 28.000 | 63.000 | 63.000 | 100.00 | 6,300.00 | |||
| 0400 | PLUG WATER WELL | 02475 | EACH | 15.00 | 15.000 | 6.000 | 6.000 | 800.00 | 4,800.00 | |||
| 0410 | CHANNEL LINING CLASS II | 02483 | TON | 4,820.00 | 5,261.000 | 182.550 | 182.550 | 15.40 | 2,811.27 | |||
| 0420 | CHANNEL LINING CLASS III | 02484 | TON | 4,160.00 | 0.000 | 0.000 | 0.000 | 15.40 | 0.00 | |||
| 0430 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,233.00 | 11,445.000 | 11,445.007 | 11,445.007 | 12.00 | 137,340.08 | |||
| 0440 | CLEARING AND GRUBBING 130 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 370,227.00 | 370,227.00 | |||
| 0450 | SIGNS | 02562 | SQFT | 13.50 | 280.000 | 136.000 | 136.000 | 25.00 | 3,400.00 | |||
| 0460 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 97,002.00 | 13,493.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0470 | RETAINING WALL-GABION | 02610 | CUYD | 56.00 | 0.000 | 0.000 | 0.000 | 177.40 | 0.00 | |||
| 0480 | HANDRAIL-TYPE A-2 | 02612 | LF | 278.00 | 0.000 | 0.000 | 0.000 | 53.00 | 0.00 | |||
| 0490 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,600.00 | 40,600.00 | |||
| 0500 | SETTLEMENT PLATFORM | 02692 | EACH | 3.00 | 1.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0510 | TEMPORARY SILT FENCE | 02701 | LF | 38,600.00 | 38,600.000 | 2,645.000 | 2,645.000 | 0.01 | 26.45 | |||
| 0520 | SILT TRAP TYPE A | 02703 | EACH | 8.00 | 8.000 | 19.000 | 19.000 | 500.00 | 9,500.00 | |||
| 0530 | SILT TRAP TYPE B | 02704 | EACH | 19.00 | 19.000 | 112.000 | 112.000 | 125.00 | 14,000.00 | |||
| 0540 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 24.00 | 24.000 | 19.000 | 19.000 | 10.00 | 190.00 | |||
| 0550 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 57.00 | 57.000 | 76.000 | 76.000 | 10.00 | 760.00 | |||
| 0560 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 77,200.00 | 77,200.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0570 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 279,250.00 | 279,250.00 | |||
| 0580 | STEEL PIPE-2 1/2 INCH | 03340 | LF | 120.75 | 72.000 | 95.000 | 95.000 | 28.00 | 2,660.00 | |||
| 0590 | STEEL PIPE-4 INCH | 03343 | LF | 120.75 | 72.000 | 95.000 | 95.000 | 38.00 | 3,610.00 | |||
| 0600 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,000.00 | 16,940.000 | 16,940.000 | 16,940.000 | 2.00 | 33,880.00 | |||
| 0610 | TEMPORARY MULCH | 05952 | SQYD | 629,200.00 | 629,200.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0620 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 44,692.00 | 44,692.000 | 110,331.000 | 110,331.000 | 0.22 | 24,272.82 | |||
| 0630 | TOPDRESSING FERTILIZER | 05966 | TON | 11.60 | 11.600 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0640 | SEEDING AND PROTECTION | 05985 | SQYD | 223,459.00 | 320,659.000 | 256,691.193 | 256,691.193 | 0.30 | 77,007.35 | |||
| 0650 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 49,822.00 | 49,822.000 | 110,477.020 | 110,477.020 | 0.25 | 27,619.25 | |||
| 0660 | SODDING | 05990 | SQYD | 1,867.00 | 1,867.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0670 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,000.00 | 3,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0680 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 6,638.00 | 15,689.000 | 12,900.000 | 12,900.000 | 0.65 | 8,385.00 | |||
| 0690 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 41.00 | 93.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0700 | RETAINING WALL | 08018 | SQFT | 4,500.00 | 0.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0710 | CONCRETE-CLASS A | 08100 | CUYD | 67.88 | 129.390 | 151.910 | 151.910 | 450.00 | 68,359.50 | |||
| 0720 | STEEL REINFORCEMENT | 08150 | LB | 4,463.00 | 9,847.500 | 11,890.500 | 11,890.500 | 1.30 | 15,457.65 | |||
| 0730 | GRANULAR PILE CORE | 20209EP69 | CUYD | 3,596.00 | 2,060.000 | 4,080.790 | 4,080.790 | 7.85 | 32,034.20 | |||
| 0740 | SILT TRAP TYPE C | 20496NS843 | EACH | 29.00 | 69.000 | 41.000 | 41.000 | 250.00 | 10,250.00 | |||
| 0750 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 87.00 | 87.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0760 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0770 | DITCH EXCAVATION | 20597EC | CUYD | 2,391.00 | 14,276.000 | 9,888.600 | 9,888.600 | 4.00 | 39,554.40 | |||
| 0780 | PNEUMATIC BACKSTOWING | 20667ED | TON | 85.00 | 2,398.890 | 2,398.890 | 2,398.890 | 85.00 | 203,905.65 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 842,415.580 | 835,861.310 | 835,861.310 | 1.00 | 835,861.31 | |||
| 8001 | DELAY COST | 10070NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | CULVERT PIPE-36 INCH | 00468 | LF | 0.00 | 75.000 | 75.000 | 75.000 | 96.71 | 7,253.25 | |||
| 8003 | CULVERT PIPE-84 INCH | 00476 | LF | 0.00 | 527.000 | 530.000 | 530.000 | 337.18 | 178,705.40 | |||
| 8004 | STORM SEWER PIPE-18 INCH | 00522 | LF | 0.00 | 544.000 | 544.000 | 544.000 | 39.77 | 21,634.88 | |||
| 8005 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,413.79 | 8,827.58 | |||
| 8006 | CLEARING AND GRUBBING (Special) | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 25,630.82 | 25,630.82 | |||
| 8007 | EW~ Station 95+08 10'x6'x200' RCBC | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 224,800.00 | 224,800.00 | |||
| 8008 | CONCRETE-CLASS B for Grouting Channel Lining Class IV | 02555 | CUYD | 0.00 | 135.000 | 135.000 | 135.000 | 300.00 | 40,500.00 | |||
| 8009 | ENTRANCE PIPE-15 INCH | 00440 | LF | 0.00 | 69.000 | 74.000 | 74.000 | 39.00 | 2,886.00 | |||
| 8010 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 728,736.695 | 728,736.695 | 728,736.695 | 1.00 | 728,736.69 | |||
| 8011 | RETAINING WALL-GABION for Mine Openings | 02610 | CUYD | 0.00 | 448.000 | 448.000 | 448.000 | 132.00 | 59,136.00 | |||
| 8012 | PVC PIPE-4 INCH for Mine Openings | 03383 | LF | 0.00 | 130.000 | 130.000 | 130.000 | 16.50 | 2,145.00 | |||
| 8013 | SITE PREPARATION Mine Openings @ Lt & Rt. of Station 385+00 | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,702.40 | 5,702.40 | |||
| 8014 | SITE PREPARATION for Mine Openings @ Lt. of Stations 383+45 & 384+15 | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,731.20 | 3,731.20 | |||
| 8015 | COST PLUS WORK For Mine Openings @ Lt & Rt of Station 385+00 | 10080NSD | DOLL | 0.00 | 27,916.550 | 27,916.550 | 27,916.550 | 1.00 | 27,916.55 | |||
| 8016 | ENGINEERING Costs for (Design, Geotech, COE Permit) | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 96,374.16 | 96,374.16 | |||
| 8017 | EARTHWORK MITIGATION | 21477ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 202,826.77 | 202,826.77 | |||
| 8018 | UTILITY RELOCATION SERVICES | 22011NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 63,480.00 | 63,480.00 | |||
| 8019 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 122,500.00 | 122,500.00 | |||
| 8021 | DROP BOX INLET TYPE 5B MOD | 01506 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,562.50 | 7,562.50 | |||
| 8022 | DROP BOX INLET TYPE 5B | 01505 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 3,575.00 | 7,150.00 | |||
| 8023 | S & F BOX INLET-OUTLET-30 INCH Install | 01452 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,733.50 | 0.00 | |||
| 8024 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 247.50 | 247.50 | |||
| 8028 | FLOWABLE FILL Eliminate at Pipe Backfill | 02220 | CUYD | 0.00 | 180.520 | 180.520 | 180.520 | -57.36 | -10,354.62 | |||
| 8031 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 63.00 | 630.00 | |||
| 8032 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 2,415.00 | 9,660.00 | |||
| 8033 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 2,520.00 | 12,600.00 | |||
| 8035 | CONCRETE BARRIER WALL TY 9T | 21807EN | LF | 0.00 | 200.000 | 200.000 | 200.000 | 46.00 | 9,200.00 | |||
| 8036 | REMOVE GUARDRAIL END TREATMENT Type 4A | 02396 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 262.50 | 262.50 | |||
| 8037 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 735.00 | 735.00 | |||
| 8038 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 46,046.740 | 46,046.740 | 46,046.740 | 1.00 | 46,046.74 | |||
| 8039 | OVERHAUL | 10300NX | DOLL | 0.00 | 133,101.870 | 133,101.870 | 0.000 | 133,101.870 | 1.00 | 133,101.87 | 133,101.87 | |
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | Category | 0002 BRIDGE | |||||||
| 0790 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 318.00 | 318.000 | 132.000 | 132.000 | 1.00 | 132.00 | |||
| 0800 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 50.00 | 50.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0810 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 164.00 | 164.000 | 1,350.666 | 1,350.666 | 2.00 | 2,701.33 | |||
| 0820 | MASONRY COATING | 02998 | SQYD | 981.00 | 981.000 | 981.000 | 981.000 | 10.00 | 9,810.00 | |||
| 0830 | FOUNDATION PREPARATION 25984 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,200.00 | 23,200.00 | |||
| 0840 | RETAINING WALL | 08018 | SQFT | 5,652.00 | 5,652.000 | 5,652.000 | 5,652.000 | 46.35 | 261,970.20 | |||
| 0850 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 23.00 | 23.000 | 78.490 | 78.490 | 30.00 | 2,354.70 | |||
| 0860 | TEST PILES | 08033 | LF | 174.00 | 174.000 | 190.360 | 190.360 | 45.00 | 8,566.20 | |||
| 0870 | PILES-STEEL HP14X73 | 08050 | LF | 1,445.00 | 1,525.000 | 1,583.360 | 1,583.360 | 45.00 | 71,251.20 | |||
| 0880 | PILE POINTS-14 INCH | 08095 | EACH | 30.00 | 30.000 | 22.000 | 22.000 | 120.00 | 2,640.00 | |||
| 0890 | CONCRETE-CLASS A | 08100 | CUYD | 114.00 | 114.000 | 114.000 | 114.000 | 485.00 | 55,290.00 | |||
| 0900 | CONCRETE-CLASS AA | 08104 | CUYD | 327.00 | 327.000 | -2.120 | 329.120 | 327.000 | 498.00 | -1,055.76 | 162,846.00 | |
| 0910 | STEEL REINFORCEMENT | 08150 | LB | 15,719.00 | 15,719.000 | 15,719.000 | 15,719.000 | 0.81 | 12,732.39 | |||
| 0920 | STEEL REINF-EPOXY COATED | 08151 | LB | 65,823.00 | 68,673.000 | 68,673.000 | 68,673.000 | 0.88 | 60,432.24 | |||
| 0930 | STRUCTURAL STEEL 25984 2177# | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,900.00 | 8,900.00 | |||
| 0940 | APPROACH SLAB | 08500 | SQYD | 203.00 | 203.000 | 203.000 | 203.000 | 224.00 | 45,472.00 | |||
| 0950 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 935.00 | 935.000 | 935.000 | 935.000 | 191.00 | 178,585.00 | |||
| 8025 | MASS CONCRETE End Bent #2 Ramp Bridge | 10040ES | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 8027 | DRILLED-IN CAISSONS Rock 24 IN | 08121 | LF | 0.00 | 64.000 | 64.000 | 64.000 | 225.24 | 14,415.36 | |||
| 8029 | MASS CONCRETE End Bent #2 Ramp Bridge | 10040ES | CUYD | 0.00 | 12.000 | 10.000 | 10.000 | 241.57 | 2,415.70 | |||
| 8030 | FRENCH DRAIN | 09482 | LF | 0.00 | 60.000 | 60.000 | 60.000 | 79.17 | 4,750.20 | |||
| 8034 | EW~ Additional Testing Cost for MSE Wall Backfill | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,150.32 | 6,150.32 | |||
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | Category | 0003 BRIDGE | |||||||
| 0960 | STRUCTURE GRANULAR BACKFILL WB | 02231 | CUYD | 516.00 | 0.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0970 | FABRIC-GEOTEXTILE TYPE I WB | 02596 | SQYD | 679.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0980 | FABRIC-GEOTEXTILE TYPE IV WB | 02599 | SQYD | 181.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0990 | MASONRY COATING WB | 02998 | SQYD | 1,651.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1000 | STRUCTURE EXCAV-SOLID ROCK WB | 08002 | CUYD | 916.00 | 0.000 | 0.000 | 0.000 | 30.15 | 0.00 | |||
| 1010 | FOUNDATION PREPARATION 25156 WB | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 37,600.00 | 0.00 | |||
| 1020 | CRUSHED AGGREGATE SLOPE PROT WB | 08020 | TON | 218.00 | 0.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 1030 | TEST PILES WB | 08033 | LF | 202.00 | 0.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 1040 | PILES-STEEL HP14X89 WB | 08051 | LF | 2,482.00 | 0.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 1050 | PILE POINTS-14 INCH WB | 08095 | EACH | 56.00 | 0.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1060 | CONCRETE-CLASS A WB | 08100 | CUYD | 1,313.00 | 0.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 1070 | CONCRETE-CLASS AA WB | 08104 | CUYD | 1,029.00 | 0.000 | 0.000 | 0.000 | 463.00 | 0.00 | |||
| 1080 | STEEL REINFORCEMENT WB | 08150 | LB | 235,332.00 | 0.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 1090 | STEEL REINF-EPOXY COATED WB | 08151 | LB | 231,575.00 | 0.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 1100 | STRUCTURAL STEEL 25156 WB 2122# | 08160 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 15,700.00 | 0.00 | |||
| 1110 | APPROACH SLAB WB | 08500 | SQYD | 120.00 | 0.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1120 | PRECAST PC I BEAM TYPE 4 WB | 08634 | LF | 3,421.00 | 0.000 | 0.000 | 0.000 | 192.00 | 0.00 | |||
| 1130 | CHAIN LINK FENCE-9 FT WB | 08713 | LF | 516.00 | 0.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | Category | 0004 BRIDGE | |||||||
| 1140 | STRUCTURE GRANULAR BACKFILL EB | 02231 | CUYD | 356.00 | 0.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 1150 | FABRIC-GEOTEXTILE TYPE I EB | 02596 | SQYD | 752.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1160 | FABRIC-GEOTEXTILE TYPE IV EB | 02599 | SQYD | 159.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1170 | MASONRY COATING EB | 02998 | SQYD | 1,466.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1180 | STRUCTURE EXCAV-SOLID ROCK EB | 08002 | CUYD | 692.00 | 0.000 | 0.000 | 0.000 | 40.35 | 0.00 | |||
| 1190 | FOUNDATION PREPARATION 25156 EB | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 37,600.00 | 0.00 | |||
| 1200 | CRUSHED AGGREGATE SLOPE PROT EB | 08020 | TON | 240.00 | 0.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 1210 | TEST PILES EB | 08033 | LF | 189.00 | 0.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 1220 | PILES-STEEL HP14X89 EB | 08051 | LF | 2,399.00 | 0.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 1230 | PILE POINTS-14 INCH EB | 08095 | EACH | 56.00 | 0.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1240 | CONCRETE-CLASS A EB | 08100 | CUYD | 993.00 | 0.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 1250 | CONCRETE-CLASS AA EB | 08104 | CUYD | 943.00 | 0.000 | 0.000 | 0.000 | 463.00 | 0.00 | |||
| 1260 | STEEL REINFORCEMENT EB | 08150 | LB | 176,663.00 | 0.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 1270 | STEEL REINF-EPOXY COATED EB | 08151 | LB | 220,962.00 | 0.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 1280 | STRUCTURAL STEEL 25156 EB 2044# | 08160 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 15,700.00 | 0.00 | |||
| 1290 | APPROACH SLAB EB | 08500 | SQYD | 120.00 | 0.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1300 | PRECAST PC I BEAM TYPE 4 EB | 08634 | LF | 3,186.00 | 0.000 | 0.000 | 0.000 | 192.00 | 0.00 | |||
| 1310 | CHAIN LINK FENCE-9 FT EB | 08713 | LF | 323.00 | 0.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | Category | 0005 BRIDGE | |||||||
| 1320 | FOUNDATION PREPARATION 25486 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 1330 | CONCRETE-CLASS A | 08100 | CUYD | 201.00 | 25.670 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 1340 | STEEL REINFORCEMENT | 08150 | LB | 26,989.00 | 2,043.000 | 0.000 | 0.000 | 0.81 | 0.00 | |||
| 8020 | FOUNDATION PREPARATION 25486 | 08003 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 8026 | CULVERT PIPE-84 INCH RCP | 00476 | LF | 0.00 | 160.000 | 160.000 | 160.000 | 526.00 | 84,160.00 | |||
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | Category | 0006 BRIDGE | |||||||
| 1350 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 50.00 | 0.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1360 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 65.00 | 0.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1370 | FOUNDATION PREPARATION 25485 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 14,800.00 | 0.00 | |||
| 1380 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 74.00 | 0.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 1390 | CONCRETE-CLASS A | 08100 | CUYD | 71.00 | 0.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 1400 | STEEL REINFORCEMENT | 08150 | LB | 11,544.00 | 0.000 | 0.000 | 0.000 | 0.81 | 0.00 | |||
| 1410 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 39.00 | 0.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | Category | 0007 DEMOBILIZATION AND MOBILIZATION | |||||||
| 1420 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 399,171.00 | 399,171.00 | |||
| 1430 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 364,619.94 | 91,154.98 | 364,619.94 | |
| Project | DE09804600555 | Fed/State Project Number | APD 80-6(25) | Category | 0008 TRAINEES | |||||||
| 1440 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 1.00 | 1,600.00 | |||
| 1450 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS | 02742 | HOUR | 2,000.00 | 2,000.000 | 1,773.000 | 1,773.000 | 1.00 | 1,773.00 | |||
| 1460 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | HOUR | 1,400.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $223,201.09 |
$29,194,217.32 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0840-1-0I |
RETAINING WALL | SQFT |
4,652.50 | 0050 | $6.04200 | $28,110.40 | ||||||
0840-2-0I |
RETAINING WALL | SQFT |
1,060.80 | 0053 | $6.040000 | $6,407.23 | ||||||
0870-1-0I |
STEEL, STRUCTURAL | LF |
1,185.00 | 0057 | $41.160000 | $48,768.75 | ||||||
0880-1-0I |
PILE POINTS | EACH |
30.00 | 0057 | $66.860000 | $2,005.80 | ||||||
0840-3-0I |
RETAINING WALL STEEL STRIPS | SQFT |
5,713.30 | 0062 | $6.040000 | $34,508.33 | ||||||
0950-1-0I |
I BEAM, TYPE 4 | EACH |
935.00 | 0062 | $138.530000 | $129,525.55 | ||||||
0870-1-0A |
STEEL, STRUCTURAL | LF |
699.53 | 0059 | $41.160000 | $-28,789.20 | ||||||
0880-1-0A |
PILE POINTS | EACH |
15.00 | 0059 | $66.860000 | $-1,002.90 | ||||||
0870-1-0A |
STEEL, STRUCTURAL | LF |
485.47 | 0060 | $41.160000 | $-19,979.55 | ||||||
0880-1-0A |
PILE POINTS | EACH |
7.00 | 0060 | $66.860000 | $-468.02 | ||||||
0840-3-0A |
RETAINING WALL STEEL STRIPS | SQFT |
405.00 | 0062 | $6.040000 | $-2,446.20 | ||||||
0840-2-0A |
RETAINING WALL | SQFT |
405.00 | 0062 | $6.040000 | $-2,446.20 | ||||||
0840-1-0A |
RETAINING WALL | SQFT |
405.00 | 0062 | $6.042000 | $-2,447.01 | ||||||
0840-3-0A |
RETAINING WALL STEEL STRIPS | SQFT |
405.00 | 0067 | $6.040000 | $-2,446.20 | ||||||
0840-2-0A |
RETAINING WALL | SQFT |
405.00 | 0067 | $6.040000 | $-2,446.20 | ||||||
0840-1-0A |
RETAINING WALL | SQFT |
405.00 | 0067 | $6.042000 | $-2,447.01 | ||||||
0840-3-0A |
RETAINING WALL STEEL STRIPS | SQFT |
2,430.00 | 0071 | $6.040000 | $-14,677.20 | ||||||
0840-2-0A |
RETAINING WALL | SQFT |
250.80 | 0071 | $6.040000 | $-1,514.83 | ||||||
0840-1-0A |
RETAINING WALL | SQFT |
2,430.00 | 0071 | $6.042000 | $-14,682.06 | ||||||
0840-3-0A |
RETAINING WALL STEEL STRIPS | SQFT |
1,206.00 | 0073 | $6.040000 | $-7,284.24 | ||||||
0840-1-0A |
RETAINING WALL | SQFT |
1,206.00 | 0073 | $6.042000 | $-7,286.65 | ||||||
0840-3-0A |
RETAINING WALL STEEL STRIPS | SQFT |
1,206.00 | 0075 | $6.040000 | $-7,284.24 | ||||||
0840-1-0A |
RETAINING WALL | SQFT |
206.50 | 0075 | $6.042000 | $-1,247.67 | ||||||
0950-1-0A |
I BEAM, TYPE 4 | EACH |
435.00 | 0076 | $138.530000 | $-60,260.55 | ||||||
0950-1-0A |
I BEAM, TYPE 4 | EACH |
500.00 | 0077 | $138.530000 | $-69,265.00 | ||||||
0840-30C |
RETAINING WALL STEEL STRIPS | SQFT |
0.00 | 0079 | $6.040000 | $-370.25 | ||||||
0880-10C |
PILE POINTS | EACH |
0.00 | 0079 | $66.860000 | $-534.88 | ||||||
| SUBTOT | $0.00 |
|||||||||||