|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 030707 | Estimate Number | 0053 | Estimate Type FINAL | |||
| District Office | SOMERSET (08320) Robertson, Mark E. P.E. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 09/10/2011 TO 12/09/2011 | ||||||
| Date Approved | 01/11/2012 | ||||||
| Primary Proj Number | X104012704001 | ||||||
| Project No. | DPR-STPR 0034 (003) | ||||||
| Primary County | RUSSELL | ||||||
| Name of Road | JAMESTOWN BYPASS (US127) | ||||||
| Description | NEW TWO-LANE INITIAL AND FOUR-LANE CONSTRUCTION EXTENDING NORTHERLY FROM A NEW INTERSECTION WITH US127 | ||||||
| Date Let | 11/14/2003 | Formal Acceptance | 06/07/2007 | ||||
| Date Awarded | 12/05/2003 | Date Work Began | 05/06/2004 | ||||
| Date Contract Executed | 12/24/2003 | Open To Traffic | 12/14/2006 | ||||
| Date NTP Issued | 12/24/2003 | Actual Completion Date | 12/14/2006 | ||||
| Current Contract Amount | $12,702,020.54 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,897,600.00 |
Total Earnings | $12,706,082.42 |
$12,666,187.19 |
$39,895.23 |
|
| Percent Complete | 100 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $123.13 |
Gross Earnings | $12,706,082.41 |
$12,666,187.18 |
$39,895.23 |
|
| Total Change Orders | $1,804,420.54 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,701,897.41 |
$12,662,002.18 |
$39,895.23 |
|||
| Contract Id | 030707 | Change Order Summary |
County | RUSSELL | ||||||
| Estimate Nbr | 0053 | Project Number | DPR-STPR 0034 (003) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 09/10/2011 TO 12/09/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Additional Drainage Device and a Settlement Platform | Approved | 03/07/2005 | $14,521.50 | 0.0 | |||||
| 002 | Items for Ultimate section @ bridge ends. Drainage items. | Approved | 03/07/2005 | $209,546.09 | 13.0 | |||||
| 003 | Fuel Adjustment and Steel Price Adjustment | Approved | 03/07/2005 | $126,935.38 | 0.0 | |||||
| 004 | Erosion Control Items | Approved | 03/07/2005 | $39,420.00 | 3.0 | |||||
| 005 | Solid Rock Excav. Abut. #2 Ult. Const. & Erosion Control | Approved | 06/06/2005 | $88,200.00 | 6.0 | |||||
| 006 | Adjustments, Sinkhole Repair, & Time Extension | Approved | 01/27/2006 | $167,436.50 | 237.0 | |||||
| 007 | Fuel, Asphalt, Lot Pay Adjustment, and Steel Price Adjustmen | Approved | 11/21/2006 | $887,853.00 | 0.0 | |||||
| 008 | G/R End Treatments, CSB, Lot Pay & Steel Price Adj., | Approved | 09/17/2007 | $245,448.07 | 10.0 | |||||
| 009 | ACCOUNTING ADJUSTMENT | Approved | 09/25/2007 | $0.00 | 0.0 | |||||
| 010 | Claim Settlement | Approved | 04/19/2010 | $17,500.00 | 0.0 | |||||
| 011 | Liquidated Damages Override | Approved | 03/25/2011 | $0.00 | 0.0 | |||||
| 012 | Temporary Mulch Overrun, Non-Spec Material | Approved | 05/02/2011 | $7,560.00 | 0.0 | |||||
| 013 | Asphalt Adjustment Non Participating, Contract Item Underrun | Approved | 09/06/2011 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUIDATED DAMAGES | 0037 |
$-19,200.00 |
| LIQUIDATED DAMAGES | 0038 |
$-22,400.00 |
| LIQUIDATED DAMAGES | 0039 |
$-22,400.00 |
| LIQUIDATED DAMAGES | 0040 |
$-11,200.00 |
| LIQUIDATED DAMAGES | 0041 |
$-8,000.00 |
| LIQUIDATED DAMAGES | 0042 |
$-11,200.00 |
| LIQUIDATED DAMAGES | 0043 |
$-16,000.00 |
| LIQUIDATED DAMAGES | 0051 |
$110,400.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| X104012704001 | 0103 | CL2 ASPH BASE 1.00D PG64-22 | OTHER | 0042 | 0.00 |
$0.00 |
$-9,100.00 |
||
| X104012704001 | 0103 | CL2 ASPH BASE 1.00D PG64-22 | OTHER | 0043 | 0.00 |
$0.00 |
$9,100.00 |
||
| X104012704001 | 0149 | DEMOBILIZATION | OTHER | 0048 | 10.00 |
$1,600.00 |
$16,000.00 |
||
| X104012704001 | 0116 | CONCRETE-CLASS AA | NON-SPEC MATERIAL DEDUCTION | 0049 | -9.30 |
$450.00 |
$-4,185.00 |
||
| X104012704001 | 0149 | DEMOBILIZATION | OTHER | 0051 | 0.00 |
$0.00 |
$-16,000.00 |
||
| Contract Id | 030707 | COMMONWEALTH OF KENTUCKY |
County | RUSSELL | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | X104012704001 | |||||||
| Estimate Nbr | 0053 | Period | 09/10/2011 TO 12/09/2011 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | X104012704001 | Fed/State Project Number | DPR-STPR 0034 (003) | 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 | ROADWAY EXCAVATION | 02200 | CUYD | 875,934.00 | 916,944.000 | 916,944.000 | 916,944.000 | 2.28 | 2,090,632.32 | |||
| 0002 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,000.00 | 2,000.000 | 1,092.000 | 1,092.000 | 22.00 | 24,024.00 | |||
| 0003 | WATER | 02242 | MGAL | 1,485.00 | 1,485.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0004 | CONCRETE-CLASS A | 08100 | CUYD | 27.81 | 26.880 | 27.810 | 27.810 | 850.00 | 23,638.50 | |||
| 0005 | STEEL REINFORCEMENT | 08150 | LB | 1,999.00 | 1,991.000 | 1,999.000 | 1,999.000 | 0.75 | 1,499.25 | |||
| 0006 | SETTLEMENT PLATFORM | 02692 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0007 | SCARIFYING AND RESHAPING | 02710 | SQYD | 2,429.00 | 2,429.000 | 2,429.000 | 2,429.000 | 10.00 | 24,290.00 | |||
| 0008 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 77,357.00 | 77,357.000 | 168,500.000 | 168,500.000 | 0.18 | 30,330.00 | |||
| 0009 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,100.00 | 3,100.000 | 1,560.000 | 1,560.000 | 1.05 | 1,638.00 | |||
| 0010 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,100.00 | 3,100.000 | 1,560.000 | 1,560.000 | 1.05 | 1,638.00 | |||
| 0011 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 200.00 | 200.000 | 424.000 | 424.000 | 14.00 | 5,936.00 | |||
| 0012 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 18.00 | 18.000 | 19.000 | 19.000 | 79.75 | 1,515.25 | |||
| 0013 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 450.00 | 450.000 | 694.000 | 694.000 | 20.00 | 13,880.00 | |||
| 0014 | SIGNS | 02562 | SQFT | 224.50 | 224.500 | 1,069.500 | 1,069.500 | 10.00 | 10,695.00 | |||
| 0015 | BARRICADE-TYPE III | 02014 | EACH | 16.00 | 16.000 | 20.000 | 20.000 | 200.00 | 4,000.00 | |||
| 0016 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 7,136.50 | 7,136.500 | 7,166.250 | 7,166.250 | 9.87 | 70,730.88 | |||
| 0017 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 40.00 | 200.00 | |||
| 0018 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 11.00 | 11.000 | 5.000 | 5.000 | 2,432.00 | 12,160.00 | |||
| 0019 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 7.000 | 7.000 | 655.00 | 4,585.00 | |||
| 0020 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,430.00 | 5,720.00 | |||
| 0021 | TEMPORARY GUARDRAIL | 02397 | LF | 125.00 | 1,692.000 | 1,691.250 | 1,691.250 | 10.55 | 17,842.68 | |||
| 0022 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0023 | REMOVE PIPE | 01310 | LF | 6.00 | 6.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0024 | FILL AND CAP CATCH BASIN | 01710 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
| 0025 | CULVERT PIPE-18 INCH | 00462 | LF | 129.00 | 189.000 | 286.000 | 286.000 | 46.00 | 13,156.00 | |||
| 0026 | CULVERT PIPE-24 INCH | 00464 | LF | 720.00 | 720.000 | 589.000 | 589.000 | 41.50 | 24,443.50 | |||
| 0027 | CULVERT PIPE-30 INCH | 00466 | LF | 418.00 | 418.000 | 418.000 | 418.000 | 53.25 | 22,258.50 | |||
| 0028 | CULVERT PIPE-36 INCH | 00468 | LF | 495.00 | 623.000 | 474.000 | 474.000 | 67.75 | 32,113.50 | |||
| 0029 | CULVERT PIPE-42 INCH | 00469 | LF | 948.00 | 948.000 | 990.000 | 990.000 | 88.00 | 87,120.00 | |||
| 0030 | CULVERT PIPE-30 INCH EQUIV | 00494 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 96.00 | 3,072.00 | |||
| 0031 | CULVERT PIPE-36 INCH EQUIV | 00496 | LF | 29.00 | 29.000 | 29.000 | 29.000 | 71.25 | 2,066.25 | |||
| 0032 | CULVERT PIPE-48 INCH EQUIV | 00499 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 89.75 | 3,051.50 | |||
| 0033 | CULVERT PIPE-36 INCH EQUIV | 00496 | LF | 101.00 | 101.000 | 101.000 | 101.000 | 140.00 | 14,140.00 | |||
| 0034 | CULVERT PIPE-48 INCH EQUIV | 00499 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 198.00 | 20,790.00 | |||
| 0035 | STORM SEWER PIPE-15 INCH | 00521 | LF | 113.00 | 113.000 | 113.000 | 113.000 | 30.00 | 3,390.00 | |||
| 0036 | STORM SEWER PIPE-18 INCH | 00522 | LF | 195.00 | 261.000 | 164.000 | 164.000 | 31.00 | 5,084.00 | |||
| 0037 | STORM SEWER PIPE-24 INCH | 00524 | LF | 218.00 | 293.000 | 216.000 | 216.000 | 36.75 | 7,938.00 | |||
| 0038 | ENTRANCE PIPE-15 INCH | 00440 | LF | 87.00 | 87.000 | 87.000 | 87.000 | 21.00 | 1,827.00 | |||
| 0039 | ENTRANCE PIPE-18 INCH | 00441 | LF | 312.00 | 312.000 | 428.000 | 428.000 | 22.50 | 9,630.00 | |||
| 0040 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | LF | 63.00 | 63.000 | 71.000 | 71.000 | 21.50 | 1,526.50 | |||
| 0041 | ENTRANCE PIPE-18 INCH EQUIV | 00451 | LF | 29.00 | 29.000 | 29.000 | 29.000 | 23.00 | 667.00 | |||
| 0042 | ENTRANCE PIPE-24 INCH EQUIV | 00452 | LF | 31.00 | 31.000 | 31.000 | 31.000 | 26.00 | 806.00 | |||
| 0043 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,415.00 | 926.000 | 926.000 | 926.000 | 12.00 | 11,112.00 | |||
| 0044 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 208.00 | 208.000 | 112.000 | 112.000 | 12.00 | 1,344.00 | |||
| 0045 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0046 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 610.00 | 0.00 | |||
| 0047 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 625.00 | 1,875.00 | |||
| 0048 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 14.00 | 14.000 | 9.000 | 9.000 | 640.00 | 5,760.00 | |||
| 0049 | CURB BOX INLET TYPE A | 01456 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0050 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0051 | CURB BOX INLET TYPE F | 01487 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0052 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0053 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,300.00 | 6,600.00 | |||
| 0054 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,650.00 | 3,650.00 | |||
| 0055 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0056 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 625.00 | 2,500.00 | |||
| 0057 | METAL END SECTION TY 1-18 INCH | 01371 | EACH | 15.00 | 15.000 | 18.000 | 18.000 | 800.00 | 14,400.00 | |||
| 0058 | METAL END SECTION TY 1-18 INCH | 01371 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 800.00 | 4,800.00 | |||
| 0059 | METAL END SECTION TY 1-24 INCH | 01373 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 925.00 | 1,850.00 | |||
| 0060 | METAL END SECTION TY 1-36 INCH | 01375 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0061 | METAL END SECTION TY 1-48 INCH | 01377 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0062 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 450.00 | 2,250.00 | |||
| 0063 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 0064 | METAL END SECTION TY 4-24 INCH | 01413 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0065 | METAL END SECTION TY 3-30 INCH | 01394 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0066 | METAL END SECTION TY 3-30 INCH | 01394 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,150.00 | 5,750.00 | |||
| 0067 | METAL END SECTION TY 3-36 INCH | 01395 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
| 0068 | METAL END SECTION TY 4-36 INCH | 01415 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,350.00 | 2,350.00 | |||
| 0069 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0070 | METAL END SECTION TY 3-48 INCH | 01397 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 0071 | JUNCTION BOX-48 INCH | 01647 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 0072 | SPRING BOX INLET TYPE A | 01660 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0073 | SEEDING AND PROTECTION | 05985 | SQYD | 375,100.00 | 459,538.000 | 459,537.998 | 459,537.998 | 0.27 | 124,075.25 | |||
| 0074 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 37,510.00 | 212,510.000 | 200,035.778 | 200,035.778 | 0.24 | 48,008.58 | |||
| 0075 | SODDING | 05990 | SQYD | 266.30 | 266.300 | 751.000 | 751.000 | 5.50 | 4,130.50 | |||
| 0076 | TOPDRESSING FERTILIZER | 05966 | TON | 19.40 | 19.400 | 19.400 | 19.400 | 305.00 | 5,917.00 | |||
| 0077 | EROSION CONTROL BLANKET | 05950 | SQYD | 18,826.70 | 18,826.700 | 22,537.777 | 22,537.777 | 1.16 | 26,143.82 | |||
| 0078 | SILT TRAP TYPE B | 02704 | EACH | 18.00 | 18.000 | 22.000 | 22.000 | 250.00 | 5,500.00 | |||
| 0079 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 36.00 | 36.000 | 67.000 | 67.000 | 75.00 | 5,025.00 | |||
| 0080 | SILT CHECK (TYPE II) | 02705 | EACH | 216.00 | 216.000 | 133.000 | 133.000 | 65.00 | 8,645.00 | |||
| 0081 | CLEAN SILT CHECK | 02708 | EACH | 432.00 | 432.000 | 241.000 | 241.000 | 25.00 | 6,025.00 | |||
| 0082 | TEMPORARY SILT FENCE | 02701 | LF | 1,817.00 | 6,817.000 | 5,567.000 | 5,567.000 | 3.00 | 16,701.00 | |||
| 0083 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 3,634.00 | 3,634.000 | 60.000 | 60.000 | 1.00 | 60.00 | |||
| 0084 | TEMPORARY DITCH (SILT) | 09616 | LF | 3,141.00 | 3,141.000 | 3,635.000 | 3,635.000 | 2.00 | 7,270.00 | |||
| 0085 | CHANNEL LINING CLASS II | 02483 | TON | 6,049.90 | 6,049.900 | 7,504.960 | 7,504.960 | 17.00 | 127,584.32 | |||
| 0086 | CHANNEL LINING CLASS III | 02484 | TON | 7,748.70 | 7,748.700 | 3,800.430 | 3,800.430 | 17.00 | 64,607.31 | |||
| 0087 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,250.00 | 2,250.000 | 374.000 | 374.000 | 2.00 | 748.00 | |||
| 0088 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 30.00 | 30.000 | 33.000 | 33.000 | 79.55 | 2,625.15 | |||
| 0089 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 33,840.00 | 33,840.000 | 33,937.000 | 33,937.000 | 3.63 | 123,191.31 | |||
| 0090 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 84.50 | 84.500 | 50.000 | 50.000 | 20.00 | 1,000.00 | |||
| 0091 | EDGE KEY | 02585 | LF | 184.64 | 184.640 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0092 | STANDARD CURB AND GUTTER MOD | 09387 | LF | 974.20 | 974.200 | 849.000 | 849.000 | 25.00 | 21,225.00 | |||
| 0093 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 74.70 | 74.700 | 91.670 | 91.670 | 30.00 | 2,750.10 | |||
| 0094 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 120.00 | 120.000 | 114.640 | 114.640 | 45.00 | 5,158.80 | |||
| 0095 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 170.80 | 170.800 | 170.800 | 170.800 | 35.00 | 5,978.00 | |||
| 0096 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 26.00 | 26.000 | 9.000 | 9.000 | 25.00 | 225.00 | |||
| 0097 | CRUSHED STONE BASE | 00003 | TON | 59,471.00 | 66,471.000 | 72,904.860 | 72,904.860 | 12.50 | 911,310.75 | |||
| 0098 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 3,200.000 | 2,826.520 | 2,826.520 | 11.25 | 31,798.35 | |||
| 0099 | LEVELING & WEDGING PG64-22 | 00190 | TON | 270.00 | 270.000 | 176.490 | 176.490 | 31.00 | 5,471.19 | |||
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 2.00 | 2.000 | 38.180 | 38.180 | 650.00 | 24,817.00 | |||
| 0101 | ASPHALT SEAL AGGREGATE | 00100 | TON | 16.60 | 16.600 | 384.780 | 384.780 | 50.00 | 19,239.00 | |||
| 0102 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | TON | 10,775.00 | 10,775.000 | 14,388.620 | 14,388.620 | 31.00 | 446,047.22 | |||
| 0103 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 39,188.00 | 39,188.000 | 35,831.490 | 35,831.490 | 31.00 | 1,110,776.19 | |||
| 0104 | CL2 ASPH BIND 0.50D PG64-22 | 00272 | TON | 62.00 | 62.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0105 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | TON | 3,935.00 | 3,935.000 | 3,578.270 | 3,578.270 | 32.00 | 114,504.64 | |||
| 0106 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,745.00 | 4,745.000 | 7,279.620 | 7,279.620 | 32.00 | 232,947.84 | |||
| 0107 | CLEARING AND GRUBBING (79.1 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
| 0108 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0109 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0110 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0111 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 8000 | JUNCTION BOX-54 INCH | 01648 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 8001 | STEEL PIPE-2 1/2 INCH | 03340 | LF | 0.00 | 40.000 | 26.300 | 26.300 | 30.00 | 789.00 | |||
| 8002 | STEEL PIPE-4 INCH | 03343 | LF | 0.00 | 40.000 | 26.300 | 26.300 | 35.00 | 920.50 | |||
| 8003 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 12,000.000 | 16,698.020 | 16,698.020 | 2.00 | 33,396.04 | |||
| 8004 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 0.00 | 280,000.000 | 235,184.527 | 235,184.527 | 0.29 | 68,203.51 | |||
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 241,635.000 | 243,091.870 | 243,091.870 | 1.00 | 243,091.87 | |||
| 8007 | TEMPORARY MULCH | 05952 | SQYD | 0.00 | 88,000.000 | 106,046.000 | 106,046.000 | 0.21 | 22,269.66 | |||
| 8008 | CLEAN SINKHOLE | 02469 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 1,575.00 | 3,150.00 | |||
| 8009 | GRANULAR EMBANKMENT FOR SINKHOLES | 02223 | CUYD | 0.00 | 100.000 | 1,336.000 | 1,336.000 | 21.00 | 28,056.00 | |||
| 8010 | STEEL REINFORCEMENT NO. 8 BAR | 08150 | LB | 0.00 | 1,000.000 | 318.300 | 318.300 | 1.05 | 334.21 | |||
| 8011 | CONCRETE CAP FOR SINKHOLES | 02556 | CUYD | 0.00 | 5.000 | 5.900 | 5.900 | 787.50 | 4,646.25 | |||
| 8012 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 459,906.000 | 451,781.500 | 451,781.500 | 1.00 | 451,781.50 | |||
| 8013 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 39,382.000 | 39,282.750 | 39,282.750 | 1.00 | 39,282.75 | |||
| 8017 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 8018 | EW~ ADMINISTRATIVE SETTLEMENT | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
| 8019 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -94,400.000 | -94,400.000 | 1.00 | -94,400.00 | |||
| Project | X104012704001 | Fed/State Project Number | DPR-STPR 0034 (003) | Category | 0003 BRIDGE | |||||||
| 0112 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 282.00 | 282.000 | 282.000 | 282.000 | 28.00 | 7,896.00 | |||
| 0113 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 3,080.00 | 4,480.000 | 4,479.030 | 4,479.030 | 33.00 | 147,807.99 | |||
| 0114 | MASONRY COATING | 02998 | SQYD | 2,301.00 | 2,146.000 | 1,541.500 | 1,541.500 | 8.00 | 12,332.00 | |||
| 0115 | CONCRETE-CLASS A | 08100 | CUYD | 1,935.60 | 1,935.600 | 1,935.600 | 1,935.600 | 275.00 | 532,290.00 | |||
| 0116 | CONCRETE-CLASS AA | 08104 | CUYD | 1,363.30 | 1,363.300 | 1,363.300 | 1,363.300 | 450.00 | 613,485.00 | |||
| 0117 | PILES-STEEL HP12X53 | 08046 | LF | 885.00 | 885.000 | 1,003.700 | 1,003.700 | 20.00 | 20,074.00 | |||
| 0118 | PILE POINTS-12 INCH | 08094 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 90.00 | 2,520.00 | |||
| 0119 | TEST PILES | 08033 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 28.00 | 2,128.00 | |||
| 0120 | STEEL REINF-EPOXY COATED | 08151 | LB | 436,883.00 | 436,883.000 | 436,882.999 | 436,882.999 | 0.59 | 257,760.96 | |||
| 0121 | STEEL REINFORCEMENT | 08150 | LB | 287,746.00 | 287,746.000 | 490,542.000 | 490,542.000 | 0.53 | 259,987.26 | |||
| 0122 | EXPANSION JOINT ASSEMBLY | 07440 | LF | 96.00 | 96.000 | 96.000 | 96.000 | 444.00 | 42,624.00 | |||
| 0123 | STRUCTURAL STEEL (APPROX 2574255 LBS) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,200,000.00 | 2,200,000.00 | |||
| 0124 | FOUNDATION PREPARATION (BRIDGE) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0125 | SHEAR CONNECTORS 11365 LBS | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 8006 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | X104012704001 | Fed/State Project Number | DPR-STPR 0034 (003) | Category | 0005 BRIDGE | |||||||
| 0126 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 651.00 | 1,370.000 | 1,369.950 | 1,369.950 | 33.00 | 45,208.35 | |||
| 0127 | CONCRETE-CLASS A | 08100 | CUYD | 933.70 | 933.700 | 933.700 | 933.700 | 275.00 | 256,767.50 | |||
| 0128 | STEEL REINF-EPOXY COATED | 08151 | LB | 202,796.00 | 202,796.000 | 0.000 | 0.000 | 0.59 | 0.00 | |||
| 0129 | FOUNDATION PREPARATION (CULVERT) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0130 | INSTRUMENTATION | 07443 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| Project | X104012704001 | Fed/State Project Number | DPR-STPR 0034 (003) | Category | 0007 WATERLINE | |||||||
| 0131 | PVC PIPE-3 INCH | 03382 | LF | 1,570.00 | 1,570.000 | 1,570.000 | 1,570.000 | 7.50 | 11,775.00 | |||
| 0132 | STEEL ENCASEMENT PIPE-8 INCH | 01065 | LF | 280.00 | 280.000 | 280.000 | 280.000 | 75.00 | 21,000.00 | |||
| 0133 | TIE-IN (3" X 3") | 03479 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0134 | BLOW-OFF ASSEMBLY | 09389 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| Project | X104012704001 | Fed/State Project Number | DPR-STPR 0034 (003) | Category | 0009 SIGNALIZATION | |||||||
| 0135 | MESSENGER-10800 LB | 04885 | LF | 375.00 | 375.000 | 425.000 | 425.000 | 3.30 | 1,402.50 | |||
| 0136 | JUNCTION BOX TYPE B | 04811 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 400.00 | 2,400.00 | |||
| 0137 | TRENCHING AND BACKFILLING | 04820 | LF | 960.00 | 960.000 | 475.000 | 475.000 | 2.75 | 1,306.25 | |||
| 0138 | LOOP SAW SLOT AND FILL | 04895 | LF | 904.00 | 904.000 | 968.000 | 968.000 | 8.00 | 7,744.00 | |||
| 0139 | INSTALL LED SIGNAL | 09800 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 0140 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0141 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0142 | CONDUIT-1 1/4 INCH | 04793 | LF | 425.00 | 425.000 | 170.000 | 170.000 | 2.50 | 425.00 | |||
| 0143 | CONDUIT-2 INCH | 04795 | LF | 535.00 | 535.000 | 300.000 | 300.000 | 7.00 | 2,100.00 | |||
| 0144 | LOOP WIRE | 04830 | LF | 1,757.00 | 1,757.000 | 2,104.000 | 2,104.000 | 0.50 | 1,052.00 | |||
| 0145 | CABLE-NO. 14/5C | 04844 | LF | 575.00 | 575.000 | 629.000 | 629.000 | 1.00 | 629.00 | |||
| 0146 | CABLE-NO. 14/1 PAIR | 04850 | LF | 4,285.00 | 4,285.000 | 3,614.000 | 3,614.000 | 1.25 | 4,517.50 | |||
| Project | X104012704001 | Fed/State Project Number | DPR-STPR 0034 (003) | Category | 0011 TRAINEE | |||||||
| 0147 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 3,000.00 | 3,000.000 | 2,257.000 | 2,257.000 | 1.00 | 2,257.00 | |||
| Project | X104012704001 | Fed/State Project Number | DPR-STPR 0034 (003) | Category | 0013 MOB / DEMOB | |||||||
| 0148 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 105,000.00 | 105,000.00 | |||
| 0149 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 159,580.90 | 39,895.22 | 159,580.90 | |
| Project | X104012704001 | Fed/State Project Number | DPR-STPR 0034 (003) | Category | 0014 FUEL & ASPHALT ADJUSTMENT NON PARTICIPATING | |||||||
| 8014 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 170,163.000 | 162,229.740 | 162,229.740 | 1.00 | 162,229.74 | |||
| 8015 | ASPHALT ADJUSTMENT NON-PARTICIPATING | 10030NS | DOLL | 0.00 | 15,954.000 | 23,887.720 | 23,887.720 | 1.00 | 23,887.72 | |||
| 8016 | STEEL PRICE ADJUSTMENT NON PARTICIPATING | 10100NS | DOLL | 0.00 | 264,915.380 | 264,914.560 | 264,914.560 | 1.00 | 264,914.56 | |||
| Project | X104012704001 | Fed/State Project Number | DPR-STPR 0034 (003) | Category | 0015 NON-PARTICIPATING SECTION | |||||||
| 9001 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 31,075.000 | 38,176.830 | 38,176.830 | 1.00 | 38,176.83 | |||
| 9015 | ASPHALT ADJUSTMENT NON PARTICIAPTING | 10030NS | DOLL | 0.00 | 7,108.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $39,895.22 |
$12,706,082.34 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0116-1-0I |
SLAB BOLSTERS | LF |
24,600.00 | 0001 | $0.40749 | $9,594.00 | ||||||
0117-1-0I |
Piles-Steel H.P. | LF |
885.00 | 0001 | $13.526310 | $11,372.25 | ||||||
0118-1-0I |
PILE POINTS-12" | EACH |
28.00 | 0001 | $68.688000 | $1,827.00 | ||||||
0119-1-0I |
TEST PILES | LF |
76.00 | 0001 | $13.525600 | $976.60 | ||||||
0121-1-2I |
REINFORCING STEEL | LB |
40,029.00 | 0001 | $0.215710 | $8,005.80 | ||||||
0121-1-1I |
REINFORCING STEEL | LB |
41,854.00 | 0001 | $0.215710 | $8,370.80 | ||||||
0121-1-0I |
REINFORCING STEEL | LB |
297,985.00 | 0001 | $0.000010 | $0.00 | ||||||
0123-5-1I |
FABRICATED STRUCTURAL STEEL | LB |
854,184.50 | 0001 | $0.373850 | $303,370.78 | ||||||
0123-5-0I |
FABRICATED STRUCTURAL STEEL | LB |
854,184.50 | 0001 | $0.373850 | $303,370.77 | ||||||
0123-4-1I |
RAW STEEL | LB |
718,635.00 | 0001 | $0.306620 | $209,330.62 | ||||||
0123-4-0I |
RAW STEEL | LB |
718,635.00 | 0001 | $0.306620 | $209,330.61 | ||||||
0123-2-0I |
FABRICATED STRUCTURAL STEEL | LB |
710,137.00 | 0001 | $0.409150 | $276,031.67 | ||||||
0116-1-1I |
SLAB BOLSTERS | LF |
1,154.84 | 0002 | $0.407490 | $450.39 | ||||||
0120-1-7I |
STEEL REINF-EPOXY COATED | LB |
41,589.00 | 0030 | $0.289380 | $11,433.28 | ||||||
0120-1-6I |
STEEL REINF-EPOXY COATED | LB |
41,163.00 | 0030 | $0.289380 | $11,316.16 | ||||||
0120-1-5I |
STEEL REINF-EPOXY COATED | LB |
41,601.00 | 0030 | $0.289370 | $11,436.57 | ||||||
0120-1-4I |
STEEL REINF-EPOXY COATED | LB |
41,163.00 | 0030 | $0.289380 | $11,316.16 | ||||||
0120-1-3I |
STEEL REINF-EPOXY COATED | LB |
41,601.00 | 0030 | $0.289370 | $11,436.57 | ||||||
0120-1-2I |
STEEL REINF-EPOXY COATED | LB |
41,601.00 | 0030 | $0.289370 | $11,436.57 | ||||||
0120-1-1I |
STEEL REINF-EPOXY COATED | LB |
41,601.00 | 0030 | $0.289370 | $11,436.57 | ||||||
0120-1-0I |
STEEL REINF-EPOXY COATED | LB |
41,601.00 | 0030 | $0.289370 | $11,436.57 | ||||||
0121-1-0A |
REINFORCING STEEL | LB |
297,985.00 | 0001 | $0.000010 | $0.00 | ||||||
0116-1-0A |
SLAB BOLSTERS | LF |
1,154.84 | 0002 | $0.407490 | $-450.39 | ||||||
0121-1-1A |
REINFORCING STEEL | LB |
37,628.18 | 0003 | $0.215710 | $-7,525.64 | ||||||
0121-1-1A |
REINFORCING STEEL | LB |
4,225.82 | 0008 | $0.215710 | $-845.16 | ||||||
0121-1-2A |
REINFORCING STEEL | LB |
40,029.00 | 0008 | $0.215710 | $-8,005.80 | ||||||
0117-1-0A |
Piles-Steel H.P. | LF |
885.00 | 0013 | $13.526310 | $-11,372.25 | ||||||
0118-1-0A |
PILE POINTS-12" | EACH |
28.00 | 0013 | $68.688000 | $-1,827.00 | ||||||
0119-1-0A |
TEST PILES | LF |
74.50 | 0013 | $13.525600 | $-957.33 | ||||||
0116-1-0A |
SLAB BOLSTERS | LF |
1,190.93 | 0014 | $0.407490 | $-464.46 | ||||||
0119-1-0A |
TEST PILES | LF |
1.50 | 0019 | $13.525600 | $-19.28 | ||||||
0116-1-0A |
SLAB BOLSTERS | LF |
1,479.64 | 0027 | $0.407490 | $-577.06 | ||||||
0116-1-0A |
SLAB BOLSTERS | LF |
8,906.48 | 0033 | $0.407490 | $-3,473.53 | ||||||
0120-1-3A |
STEEL REINF-EPOXY COATED | LB |
40,175.78 | 0033 | $0.289370 | $-11,044.76 | ||||||
0120-1-2A |
STEEL REINF-EPOXY COATED | LB |
41,601.00 | 0033 | $0.289370 | $-11,436.57 | ||||||
0120-1-1A |
STEEL REINF-EPOXY COATED | LB |
41,601.00 | 0033 | $0.289370 | $-11,436.57 | ||||||
0120-1-0A |
STEEL REINF-EPOXY COATED | LB |
41,601.00 | 0033 | $0.289370 | $-11,436.57 | ||||||
0116-1-0A |
SLAB BOLSTERS | LF |
7,835.26 | 0034 | $0.407490 | $-3,055.75 | ||||||
0120-1-7A |
STEEL REINF-EPOXY COATED | LB |
30,098.54 | 0034 | $0.289380 | $-8,274.43 | ||||||
0120-1-6A |
STEEL REINF-EPOXY COATED | LB |
41,163.00 | 0034 | $0.289380 | $-11,316.16 | ||||||
0120-1-5A |
STEEL REINF-EPOXY COATED | LB |
41,601.00 | 0034 | $0.289370 | $-11,436.57 | ||||||
0120-1-4A |
STEEL REINF-EPOXY COATED | LB |
41,163.00 | 0034 | $0.289380 | $-11,316.16 | ||||||
0120-1-3A |
STEEL REINF-EPOXY COATED | LB |
1,425.21 | 0034 | $0.289370 | $-391.81 | ||||||
0123-4-0A |
RAW STEEL | LB |
646,771.50 | 0034 | $0.306620 | $-188,397.55 | ||||||
0123-2-0A |
FABRICATED STRUCTURAL STEEL | LB |
639,123.29 | 0034 | $0.409150 | $-248,428.50 | ||||||
0123-5-0A |
FABRICATED STRUCTURAL STEEL | LB |
768,766.04 | 0034 | $0.373850 | $-273,033.69 | ||||||
0116-1-0A |
SLAB BOLSTERS | LF |
1,508.51 | 0035 | $0.407490 | $-588.32 | ||||||
0120-1-7A |
STEEL REINF-EPOXY COATED | LB |
11,490.45 | 0035 | $0.289380 | $-3,158.85 | ||||||
0116-1-0A |
SLAB BOLSTERS | LF |
2,524.23 | 0036 | $0.407490 | $-984.45 | ||||||
0123-5-0A |
FABRICATED STRUCTURAL STEEL | LB |
85,418.44 | 0039 | $0.373850 | $-30,337.08 | ||||||
0123-4-0A |
RAW STEEL | LB |
71,863.50 | 0039 | $0.306620 | $-20,933.06 | ||||||
0123-2-0A |
FABRICATED STRUCTURAL STEEL | LB |
71,013.69 | 0039 | $0.409150 | $-27,603.17 | ||||||
0123-41C |
RAW STEEL | LB |
0.00 | 0034 | $0.291289 | $-209,330.62 | ||||||
0123-51C |
FABRICATED STRUCTURAL STEEL | LB |
0.00 | 0034 | $0.355158 | $-303,370.78 | ||||||
0116-11C |
SLAB BOLSTERS | LF |
0.00 | 0037 | $0.390000 | $-450.39 | ||||||
0116-10C |
SLAB BOLSTERS | LF |
0.00 | 0037 | $0.390000 | $-0.04 | ||||||
| SUBTOT | $-0.01 |
|||||||||||