|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/29/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 079051 | Estimate Number | 0108 | Estimate Type FINAL | |||
| District Office | JACKSON (10300) Gunnell, Steven C. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | ADDR SN 2 VC Code VC0000092418 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 12/14/2013 TO 02/14/2014 | ||||||
| Date Approved | 04/29/2014 | ||||||
| Primary Proj Number | DB11990000751 | ||||||
| Project No. | FD04 9000, JL03 9000 | ||||||
| Primary County | WOLFE | ||||||
| Name of Road | DESIGN BUILD MOUNTAIN PARKWAY (9000 & 9009) | ||||||
| Description | DB - FROM EAST OF KY 1653 INTERCHANGE TO KY 191 INTERCHANGE | ||||||
| Date Let | 09/14/2007 | Formal Acceptance | 09/23/2013 | ||||
| Date Awarded | 10/19/2007 | Date Work Began | 11/25/2007 | ||||
| Date Contract Executed | 11/02/2007 | Open To Traffic | 06/15/2012 | ||||
| Date NTP Issued | 11/02/2007 | Actual Completion Date | 06/15/2012 | ||||
| Current Contract Amount | $46,691,805.09 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $45,623,391.00 |
Total Earnings | $46,680,843.10 |
$46,329,555.21 |
$351,287.89 |
|
| Percent Complete | 99.98 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $10,962.00 |
Gross Earnings | $46,680,843.09 |
$46,329,555.20 |
$351,287.89 |
|
| Total Change Orders | $1,068,414.09 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $46,680,843.09 |
$46,329,555.20 |
$351,287.89 |
|||
| Contract Id | 079051 | Change Order Summary |
County | WOLFE | ||||||
| Estimate Nbr | 0108 | Project Number | FD04 9000, JL03 9000 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 12/14/2013 TO 02/14/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Design Fee Roadway | Approved | 08/04/2008 | $-19,684.80 | 0.0 | |||||
| 002 | Funding Change from FD04 to JL03 | Approved | 07/15/2009 | $0.00 | 0.0 | |||||
| 003 | Fuel and Asphalt Adjustments | Approved | 05/31/2011 | $394,864.85 | 0.0 | |||||
| 004 | Fuel/Asphalt and Change To Completion Date | Approved | 06/25/2012 | $257,190.47 | 201.0 | |||||
| 005 | Non Spec Material Override | Approved | 07/20/2012 | $0.00 | 0.0 | |||||
| 006 | Fuel/Asphalt and Lot Pay Adjustments | Approved | 11/29/2012 | $436,043.57 | 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 |
||
| Contract Id | 079051 | COMMONWEALTH OF KENTUCKY |
County | WOLFE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DB11990000751 | |||||||
| Estimate Nbr | 0108 | Period | 12/14/2013 TO 02/14/2014 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DB11990000751 | Fed/State Project Number | FD04 9000 | 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 | 77,502.00 | 77,502.000 | 43,657.180 | 43,657.180 | 19.75 | 862,229.30 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 23.00 | 23,000.00 | |||
| 0030 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 12,145.00 | 12,145.000 | 993.140 | 993.140 | 39.20 | 38,931.08 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 90.00 | 90.000 | 79.800 | 79.800 | 85.00 | 6,783.00 | |||
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 481.00 | 481.000 | 276.410 | 276.410 | 69.25 | 19,141.39 | |||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 19,143.00 | 19,143.000 | 19,635.670 | 19,635.670 | 54.00 | 1,060,326.18 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,723.00 | 9,723.000 | 8,510.330 | 8,510.330 | 52.25 | 444,664.74 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 37,274.00 | 37,274.000 | 38,419.100 | 38,419.100 | 52.25 | 2,007,397.97 | |||
| 0090 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,360.00 | 6,360.000 | 5,834.980 | 5,834.980 | 53.25 | 310,712.68 | |||
| 0100 | CL3 ASPH BASE 0.75D PG76-22 | 00225 | TON | 19,720.00 | 19,720.000 | 15,547.770 | 15,547.770 | 61.25 | 952,300.91 | |||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 60.00 | 60.000 | 21.760 | 21.760 | 550.00 | 11,968.00 | |||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,200.00 | 3,200.000 | 3,337.390 | 3,337.390 | 61.25 | 204,415.13 | |||
| 0130 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 5,603.00 | 5,603.000 | 2,958.440 | 2,958.440 | 65.70 | 194,369.50 | |||
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 31,878.00 | 31,878.000 | 2,010.280 | 2,010.280 | 2.10 | 4,221.58 | |||
| 0150 | CULVERT PIPE-18 INCH | 00462 | LF | 115.00 | 115.000 | 115.000 | 115.000 | 87.00 | 10,005.00 | |||
| 0160 | BORE AND JACK 18 IN PIPE REPLACE EX. 18" PIPE | 21290ND | LF | 1,008.00 | 1,008.000 | 96.000 | 96.000 | 418.00 | 40,128.00 | |||
| 0170 | CULVERT PIPE-24 INCH | 00464 | LF | 367.00 | 367.000 | 367.000 | 367.000 | 95.40 | 35,011.80 | |||
| 0180 | BORE AND JACK PIPE-24 IN REPLACE EX. 24" PIPE | 21799EN | LF | 2,291.00 | 2,291.000 | 1,350.000 | 1,350.000 | 454.00 | 612,900.00 | |||
| 0190 | BORE AND JACK PIPE-30 IN REPLACE EX. 30" PIPE | 21800EN | LF | 349.00 | 349.000 | 314.000 | 314.000 | 475.00 | 149,150.00 | |||
| 0200 | CULVERT PIPE-36 INCH | 00468 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 166.70 | 0.00 | |||
| 0210 | BORE & JACK PIPE REPLACE EX. 36" PIPE | 20211ES706 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 599.00 | 0.00 | |||
| 0220 | BORE & JACK 42 INCH CULVERT PIPE | 21540ES706 | LF | 340.00 | 340.000 | 340.000 | 340.000 | 648.00 | 220,320.00 | |||
| 0230 | CULVERT PIPE-42 INCH | 00469 | LF | 61.00 | 61.000 | 47.000 | 47.000 | 185.70 | 8,727.90 | |||
| 0240 | STORM SEWER PIPE-15 INCH | 00521 | LF | 4,805.00 | 4,805.000 | 4,805.000 | 4,805.000 | 87.30 | 419,476.50 | |||
| 0250 | STORM SEWER PIPE-18 INCH | 00522 | LF | 2,342.00 | 2,342.000 | 456.960 | 456.960 | 89.60 | 40,943.61 | |||
| 0260 | STORM SEWER PIPE-18 INCH MEDIAN | 00522 | LF | 4,528.00 | 4,528.000 | 1,362.000 | 1,362.000 | 138.50 | 188,637.00 | |||
| 0270 | STORM SEWER PIPE-24 INCH | 00524 | LF | 888.00 | 888.000 | 240.860 | 240.860 | 91.70 | 22,086.86 | |||
| 0280 | STORM SEWER PIPE-30 INCH | 00526 | LF | 1,184.00 | 0.000 | 0.000 | 0.000 | 122.20 | 0.00 | |||
| 0290 | STORM SEWER PIPE-36 INCH | 00528 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 206.20 | 0.00 | |||
| 0300 | PERFORATED PIPE-4 INCH | 01000 | LF | 26,000.00 | 26,000.000 | 4,061.000 | 4,061.000 | 16.40 | 66,600.40 | |||
| 0310 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 3,500.00 | 3,500.000 | 517.000 | 517.000 | 15.20 | 7,858.40 | |||
| 0320 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0330 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0340 | SEWER PIPE-4 INCH 4" PLASTIC | 01050 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 50.76 | 0.00 | |||
| 0350 | STEEL ENCASEMENT PIPE-8 INCH | 01065 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 172.59 | 0.00 | |||
| 0360 | DUCTILE IRON PIPE-4 INCH 4" STEEL | 01091 | LF | 250.00 | 250.000 | 250.000 | 250.000 | 76.14 | 19,035.00 | |||
| 0370 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,540.00 | 10,620.00 | |||
| 0380 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,650.00 | 18,250.00 | |||
| 0390 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,790.00 | 4,790.00 | |||
| 0400 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,210.00 | 15,630.00 | |||
| 0410 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,750.00 | 3,750.00 | |||
| 0420 | DROP BOX INLET TYPE 13G | 01559 | EACH | 43.00 | 43.000 | 21.288 | 21.288 | 3,960.00 | 84,300.48 | |||
| 0430 | CONC MED BARR BOX INLET TY 12B1 | 01608 | EACH | 31.00 | 31.000 | 25.000 | 25.000 | 10,910.00 | 272,750.00 | |||
| 0440 | JUNCTION BOX | 01650 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 3,120.00 | 49,920.00 | |||
| 0450 | REMOVE INLET REMOVE STRUCTURE (EX. HEADWALL OR INLET) | 01718 | EACH | 50.00 | 50.000 | 44.000 | 44.000 | 1,042.00 | 45,848.00 | |||
| 0460 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,580.00 | 14,580.00 | |||
| 0470 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 17.50 | 595.00 | |||
| 0480 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 241.00 | 241.000 | 241.000 | 241.000 | 17.50 | 4,217.50 | |||
| 0490 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 37,700.00 | 37,700.000 | 35,925.000 | 35,925.000 | 7.30 | 262,252.50 | |||
| 0500 | BARRICADE-TYPE III | 02014 | EACH | 15.00 | 15.000 | 3.000 | 3.000 | 110.00 | 330.00 | |||
| 0510 | REMOVE PAVEMENT EXISTING RAMP WEST | 02091 | SQYD | 5,128.00 | 5,128.000 | 5,128.000 | 5,128.000 | 3.80 | 19,486.40 | |||
| 0520 | TEMPORARY DITCH | 02159 | LF | 25,000.00 | 25,000.000 | 4,965.000 | 4,965.000 | 1.80 | 8,937.00 | |||
| 0530 | ROADWAY EXCAVATION | 02200 | CUYD | 727,854.00 | 727,854.000 | 727,854.000 | 727,854.000 | 9.75 | 7,096,576.50 | |||
| 0540 | WATER | 02242 | MGAL | 2,031.00 | 2,031.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0550 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 15,189.00 | 15,189.000 | 15,189.000 | 15,189.000 | 7.90 | 119,993.10 | |||
| 0560 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 43,858.00 | 43,858.000 | 32,255.000 | 32,255.000 | 22.40 | 722,512.00 | |||
| 0570 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 60.90 | 60.90 | |||
| 0580 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 2,540.00 | 25,400.00 | |||
| 0590 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,010.00 | 24,080.00 | |||
| 0600 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 508.00 | 4,572.00 | |||
| 0610 | REMOVE GUARDRAIL | 02381 | LF | 26,843.00 | 26,843.000 | 22,550.000 | 22,550.000 | 1.73 | 39,011.50 | |||
| 0620 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0630 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 54.00 | 54.000 | 54.000 | 54.000 | 111.70 | 6,031.80 | |||
| 0640 | WITNESS POST | 02432 | EACH | 54.00 | 54.000 | 54.000 | 54.000 | 66.00 | 3,564.00 | |||
| 0650 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0660 | CHANNEL LINING CLASS II | 02483 | TON | 165.00 | 165.000 | 165.000 | 165.000 | 39.50 | 6,517.50 | |||
| 0670 | CHANNEL LINING CLASS III | 02484 | TON | 8,550.00 | 8,550.000 | 8,550.000 | 8,550.000 | 31.50 | 269,325.00 | |||
| 0680 | CLEARING AND GRUBBING APPROX. 159 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 651,000.00 | 651,000.00 | |||
| 0690 | CONCRETE-CLASS B GRAVITY RETAINING WALL | 02555 | CUYD | 42.00 | 42.000 | 0.000 | 0.000 | 812.20 | 0.00 | |||
| 0700 | SIGNS | 02562 | SQFT | 2,000.00 | 2,000.000 | 1,926.790 | 1,926.790 | 5.60 | 10,790.02 | |||
| 0710 | EDGE KEY | 02585 | LF | 600.00 | 600.000 | 454.000 | 454.000 | 21.00 | 9,534.00 | |||
| 0720 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0730 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 100,000.00 | 100,000.000 | 19,033.180 | 19,033.180 | 2.10 | 39,969.67 | |||
| 0740 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0750 | SAFELOADING | 02690 | CUYD | 543.00 | 543.000 | 359.000 | 359.000 | 390.00 | 140,010.00 | |||
| 0760 | TEMPORARY SILT FENCE | 02701 | LF | 45,000.00 | 45,000.000 | 4,512.000 | 4,512.000 | 4.60 | 20,755.20 | |||
| 0770 | SILT TRAP TYPE A ALT #2 | 02703 | EACH | 50.00 | 50.000 | 36.000 | 36.000 | 1,720.00 | 61,920.00 | |||
| 0780 | SILT TRAP TYPE B | 02704 | EACH | 500.00 | 500.000 | 216.000 | 216.000 | 250.00 | 54,000.00 | |||
| 0790 | CLEAN SILT TRAP TYPE A ALT #2 | 02706 | EACH | 250.00 | 250.000 | 26.000 | 26.000 | 160.00 | 4,160.00 | |||
| 0800 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2,500.00 | 2,500.000 | 130.000 | 130.000 | 100.00 | 13,000.00 | |||
| 0810 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 225,000.00 | 225,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0820 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 0830 | FLASHING ARROW | 02775 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 0840 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 9,540.00 | 47,700.00 | |||
| 0850 | RELOCATE CRASH CUSHION | 02898 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 2,410.00 | 33,740.00 | |||
| 0860 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 13,000.00 | 13,000.000 | 13,000.000 | 13,000.000 | 59.27 | 770,510.00 | |||
| 0870 | EROSION CONTROL BLANKET | 05950 | SQYD | 13,000.00 | 13,000.000 | 13,000.000 | 13,000.000 | 1.52 | 19,760.00 | |||
| 0880 | TEMPORARY MULCH | 05952 | SQYD | 300,000.00 | 300,000.000 | 193,333.410 | 193,333.410 | 0.29 | 56,066.68 | |||
| 0890 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 250,000.00 | 250,000.000 | 250,000.000 | 250,000.000 | 0.33 | 82,500.00 | |||
| 0900 | TOPDRESSING FERTILIZER | 05966 | TON | 28.00 | 28.000 | 0.000 | 0.000 | 610.00 | 0.00 | |||
| 0910 | SEEDING AND PROTECTION | 05985 | SQYD | 557,488.00 | 557,488.000 | 525,692.000 | 525,692.000 | 0.43 | 226,047.56 | |||
| 0920 | SODDING | 05990 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 4.57 | 0.00 | |||
| 0930 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 249.00 | 249.000 | 249.000 | 249.000 | 30.50 | 7,594.50 | |||
| 0940 | TRENCHING | 06427 | LF | 14,051.00 | 14,051.000 | 1,511.000 | 1,511.000 | 3.55 | 5,364.05 | |||
| 0950 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 180,000.00 | 180,000.000 | 180,000.000 | 180,000.000 | 0.38 | 68,400.00 | |||
| 0960 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 117,390.00 | 117,390.000 | 117,390.000 | 117,390.000 | 0.40 | 46,956.00 | |||
| 0970 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 100,000.00 | 100,000.000 | 5,275.000 | 5,275.000 | 1.00 | 5,275.00 | |||
| 0980 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 6,483.00 | 6,483.000 | 5,754.000 | 5,754.000 | 3.00 | 17,262.00 | |||
| 0990 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 216.00 | 216.000 | 216.000 | 216.000 | 36.00 | 7,776.00 | |||
| 1000 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 3,999.00 | 3,999.000 | 916.000 | 916.000 | 36.00 | 32,976.00 | |||
| 1010 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 1,004.00 | 1,004.000 | 1,004.000 | 1,004.000 | 36.00 | 36,144.00 | |||
| 1020 | CONCRETE-CLASS A RETAINING WALL | 08100 | CUYD | 755.00 | 755.000 | 755.000 | 755.000 | 771.00 | 582,105.00 | |||
| 1030 | CONCRETE-CLASS A SPLIT FACE WALL | 08100 | CUYD | 65.00 | 65.000 | 65.000 | 65.000 | 750.00 | 48,750.00 | |||
| 1040 | CONCRETE-CLASS A STD. HDWLS. | 08100 | CUYD | 66.19 | 66.190 | 66.190 | 66.190 | 1,273.00 | 84,259.87 | |||
| 1050 | STEEL REINFORCEMENT | 08150 | LB | 2,681.00 | 2,681.000 | 1,839.000 | 1,839.000 | 2.60 | 4,781.40 | |||
| 1060 | STEEL REINFORCEMENT RETAINING WALL | 08150 | LB | 75,525.00 | 75,525.000 | 21,876.000 | 21,876.000 | 1.30 | 28,438.80 | |||
| 1100 | MILLED RUMBLE STRIPS | 20314ED | LF | 80,881.00 | 80,881.000 | 80,881.000 | 80,881.000 | 0.50 | 40,440.50 | |||
| 1110 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 10,691.00 | 10,691.000 | 12,181.040 | 12,181.040 | 69.70 | 849,018.48 | |||
| 1120 | SILT TRAP TYPE C | 20496NS843 | EACH | 100.00 | 100.000 | 11.000 | 11.000 | 700.00 | 7,700.00 | |||
| 1130 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 500.00 | 500.000 | 5.000 | 5.000 | 90.00 | 450.00 | |||
| 1140 | LIGHTWEIGHT FILL | 20602EC | CUYD | 180.00 | 180.000 | 180.000 | 180.000 | 352.00 | 63,360.00 | |||
| 1150 | VARIABLE MESSAGE SIGN-DYNAMIC | 21117ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 11,000.00 | 33,000.00 | |||
| 1160 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 1170 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 52,205.00 | 52,205.000 | 10,131.210 | 10,131.210 | 3.40 | 34,446.11 | |||
| 1180 | CONCRETE MEDIAN BARRIER TY 12E | 21706EN | LF | 19,576.00 | 19,576.000 | 19,576.000 | 19,576.000 | 100.00 | 1,957,600.00 | |||
| 1190 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 237,500.00 | 237,500.00 | |||
| 1200 | UTILITY RELOCATION SERVICES | 22011NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 91,608.00 | 91,608.00 | |||
| 1210 | DESIGN FEE-ROADWAY | 22040NN | LS | 1.00 | 0.000 | 0.000 | 0.000 | 2,668,854.00 | 0.00 | |||
| 1220 | ENVIRONMENTAL SERVICES CONSULTANT FEES | 22047NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 117,228.00 | 117,228.00 | |||
| 1230 | ENVIRONMENTAL SERVICES IN-LIEU FEES | 22047NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,112,000.00 | 1,112,000.00 | |||
| 1240 | ROADWAY EXCAVATION SPECIAL UNDERCUT | 22830EN | CUYD | 72,786.00 | 72,786.000 | 60,079.530 | 60,079.530 | 9.75 | 585,775.41 | |||
| 1250 | BAFFLE BOX 8-16-96N | 22881NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 63,000.00 | 63,000.00 | |||
| 1260 | WATER QUALITY UNIT | 22882NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 126,900.00 | 126,900.00 | |||
| 1270 | CONCRETE WEDGE CURB | 22883EN | LF | 9,400.00 | 9,400.000 | 4,677.000 | 4,677.000 | 8.00 | 37,416.00 | |||
| 1280 | CONC MED BARRIER TY 14E | 22884EN | LF | 576.00 | 576.000 | 576.000 | 576.000 | 150.00 | 86,400.00 | |||
| 1290 | CONCRETE SHOULDER BARRIER | 22889EN | LF | 250.00 | 250.000 | 0.000 | 0.000 | 375.60 | 0.00 | |||
| 8000 | DESIGN FEE-ROADWAY | 22040NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,793,854.00 | 2,793,854.00 | |||
| 8006 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8007 | DESIGN BUILD PAYMENT FINALIZATION | 23191NC | DOLL | 0.00 | 19,684.800 | 6,634,104.980 | 6,634,104.980 | 1.00 | 6,634,104.98 | |||
| Project | DB11990000751 | Fed/State Project Number | FD04 9000 | Category | 0002 BRIDGE | |||||||
| 1300 | STRUCTURE GRANULAR BACKFILL SWIFT CAMP CREEK BRIDGE | 02231 | CUYD | 712.00 | 712.000 | 712.000 | 712.000 | 55.80 | 39,729.60 | |||
| 1310 | REMOVE STRUCTURE SWIFT CAMP CREEK BRIDGE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 380,700.00 | 380,700.00 | |||
| 1320 | MASONRY COATING SWIFT CAMP CREEK BRIDGE | 02998 | SQYD | 2,420.00 | 2,420.000 | 2,420.000 | 2,420.000 | 15.20 | 36,784.00 | |||
| 1330 | ARMORED EDGE FOR CONCRETE SWIFT CAMP CREEK BRIDGE | 03299 | LF | 157.00 | 157.000 | 157.000 | 157.000 | 121.80 | 19,122.60 | |||
| 1340 | STRUCTURE EXCAV-SOLID ROCK SWIFT CAMP CREEK BRIDGE | 08002 | CUYD | 164.00 | 164.000 | 164.000 | 164.000 | 126.90 | 20,811.60 | |||
| 1350 | FOUNDATION PREPARATION SWIFT CAMP CREEK BRIDGE | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 253,800.00 | 253,800.00 | |||
| 1360 | CYCLOPEAN STONE RIP RAP SWIFT CAMP CREEK BRIDGE | 08019 | TON | 250.00 | 250.000 | 250.000 | 250.000 | 40.60 | 10,150.00 | |||
| 1370 | PILES-STEEL HP12X53 SWIFT CAMP CREEK BRIDGE | 08046 | LF | 540.00 | 540.000 | 540.000 | 540.000 | 253.80 | 137,052.00 | |||
| 1380 | PILE POINTS-12 INCH SWIFT CAMP CREEK BRIDGE | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 101.50 | 1,827.00 | |||
| 1390 | CONCRETE-CLASS A SWIFT CAMP CREEK BRIDGE | 08100 | CUYD | 1,034.00 | 1,034.000 | 1,034.000 | 1,034.000 | 599.00 | 619,366.00 | |||
| 1400 | CONCRETE-CLASS AA SWIFT CAMP CREEK BRIDGE | 08104 | CUYD | 1,230.00 | 1,230.000 | 1,230.000 | 1,230.000 | 619.30 | 761,739.00 | |||
| 1410 | STEEL REINFORCEMENT SWIFT CAMP CREEK BRIDGE | 08150 | LB | 203,643.00 | 203,643.000 | 203,643.000 | 203,643.000 | 1.40 | 285,100.20 | |||
| 1420 | STEEL REINF-EPOXY COATED SWIFT CAMP CREEK BRIDGE | 08151 | LB | 399,536.00 | 399,536.000 | 399,536.000 | 399,536.000 | 1.42 | 567,341.12 | |||
| 1430 | PRECAST PC I BEAM TYPE 4 SWIFT CAMP CREEK BRIDGE | 08634 | LF | 3,474.00 | 3,474.000 | 3,474.000 | 3,474.000 | 380.70 | 1,322,551.80 | |||
| 1440 | DRILLED SHAFT-72 IN-ROCK SWIFT CAMP CREEK BRIDGE | 22885EN | LF | 60.00 | 60.000 | 60.000 | 60.000 | 2,030.00 | 121,800.00 | |||
| 1450 | DRILLED SHAFT-80 IN-COMMON SWIFT CAMP CREEK BRIDGE | 22886EN | LF | 142.00 | 142.000 | 142.000 | 142.000 | 2,234.00 | 317,228.00 | |||
| 1460 | DRILLED SHAFT-84 IN-ROCK SWIFT CAMP CREEK BRIDGE | 22887EN | LF | 60.00 | 60.000 | 60.000 | 60.000 | 2,741.00 | 164,460.00 | |||
| 1470 | DRILLED SHAFT-90 IN-COMMON SWIFT CAMP CREEK BRIDGE | 22888EN | LF | 72.00 | 72.000 | 72.000 | 72.000 | 3,046.00 | 219,312.00 | |||
| Project | DB11990000751 | Fed/State Project Number | FD04 9000 | Category | 0003 BRIDGE | |||||||
| 1480 | STRUCTURE GRANULAR BACKFILL RAMP W BRIDGE OVER MT. PARKWAY | 02231 | CUYD | 360.00 | 360.000 | 223.000 | 223.000 | 55.80 | 12,443.40 | |||
| 1490 | REMOVE STRUCTURE RAMP W BRIDGE OVER MT. PARKWAY | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 253,800.00 | 253,800.00 | |||
| 1500 | MASONRY COATING RAMP W BRIDGE OVER MT. PARKWAY | 02998 | SQYD | 1,512.00 | 1,512.000 | 750.000 | 750.000 | 15.20 | 11,400.00 | |||
| 1510 | ARMORED EDGE FOR CONCRETE RAMP W BRIDGE OVER MT. PARKWAY | 03299 | LF | 100.00 | 100.000 | 70.600 | 70.600 | 101.50 | 7,165.90 | |||
| 1520 | FOUNDATION PREPARATION RAMP W BRIDGE OVER MT. PARKWAY | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,460.00 | 30,460.00 | |||
| 1530 | CRUSHED AGGREGATE SLOPE PROT RAMP W BRIDGE OVER MT. PARKWAY | 08020 | TON | 454.00 | 454.000 | 288.450 | 288.450 | 40.60 | 11,711.07 | |||
| 1540 | PILES-STEEL HP12X53 RAMP W BRIDGE OVER MT. PARKWAY | 08046 | LF | 630.00 | 630.000 | 230.640 | 230.640 | 66.00 | 15,222.24 | |||
| 1550 | PILE POINTS-12 INCH RAMP W BRIDGE OVER MT. PARKWAY | 08094 | EACH | 18.00 | 18.000 | 5.000 | 5.000 | 101.50 | 507.50 | |||
| 1560 | CONCRETE-CLASS A RAMP W BRIDGE OVER MT. PARKWAY | 08100 | CUYD | 168.00 | 168.000 | 168.000 | 168.000 | 639.60 | 107,452.80 | |||
| 1570 | CONCRETE-CLASS AA RAMP W BRIDGE OVER MT. PARKWAY | 08104 | CUYD | 396.00 | 396.000 | 396.000 | 396.000 | 675.10 | 267,339.60 | |||
| 1580 | STEEL REINFORCEMENT RAMP W BRIDGE OVER MT. PARKWAY | 08150 | LB | 28,247.00 | 28,247.000 | 28,247.000 | 28,247.000 | 1.40 | 39,545.80 | |||
| 1590 | STEEL REINF-EPOXY COATED RAMP W BRIDGE OVER MT. PARKWAY | 08151 | LB | 119,362.00 | 119,362.000 | 119,362.000 | 119,362.000 | 1.42 | 169,494.04 | |||
| 1600 | PRECAST PC I BEAM TYPE 4 RAMP W BRIDGE OVER MT. PARKWAY | 08634 | LF | 798.00 | 798.000 | 798.000 | 798.000 | 304.60 | 243,070.80 | |||
| 1610 | DRILLED SHAFT-ROCK 48 IN RAMP W BRIDGE OVER MT. PARKWAY | 20637ED | LF | 60.00 | 60.000 | 60.000 | 60.000 | 1,218.00 | 73,080.00 | |||
| 1620 | DRILLED SHAFT-54 IN-COMMON RAMP W BRIDGE OVER MT. PARKWAY | 22417EN | LF | 60.00 | 60.000 | 60.000 | 60.000 | 1,523.00 | 91,380.00 | |||
| Project | DB11990000751 | Fed/State Project Number | FD04 9000 | Category | 0004 SIGNING | |||||||
| 1630 | MODIFY PANEL SIGNS | 06203 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,570.00 | 0.00 | |||
| 1640 | GMSS GALV STEEL TYPE A | 06400 | LB | 3,000.00 | 3,000.000 | 945.000 | 945.000 | 3.20 | 3,024.00 | |||
| 1650 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 2,100.00 | 2,100.000 | 2,088.500 | 2,088.500 | 19.50 | 40,725.75 | |||
| 1660 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 250.00 | 250.000 | 0.000 | 0.000 | 17.60 | 0.00 | |||
| 1670 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 500.00 | 500.000 | 338.000 | 338.000 | 21.70 | 7,334.60 | |||
| 1680 | STEEL POST TYPE 2 | 06411 | LF | 1,300.00 | 1,300.000 | 922.000 | 922.000 | 5.80 | 5,347.60 | |||
| 1690 | STEEL POST MILE MARKERS | 06412 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 162.00 | 1,296.00 | |||
| 1700 | OSS ALUMINUM 85 FT TRUSS | 06443 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 76,200.00 | 228,600.00 | |||
| 1710 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,730.00 | 3,460.00 | |||
| 1720 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,730.00 | 6,920.00 | |||
| 1730 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 45.00 | 45.000 | 45.000 | 45.000 | 215.00 | 9,675.00 | |||
| 1740 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 110.00 | 110.000 | 110.000 | 110.000 | 558.00 | 61,380.00 | |||
| 1750 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 8,918.00 | 8,918.000 | 8,918.000 | 8,918.000 | 2.44 | 21,759.92 | |||
| 1760 | ROADWAY CROSS SECTION | 20681ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 508.00 | 1,524.00 | |||
| 1770 | GMSS GALV STEEL TYPE C | 20815ED | LB | 1,000.00 | 1,000.000 | 675.000 | 675.000 | 8.50 | 5,737.50 | |||
| 1780 | REMOVE SIGN | 21373ND | EACH | 45.00 | 45.000 | 20.000 | 20.000 | 86.30 | 1,726.00 | |||
| Project | DB11990000751 | Fed/State Project Number | FD04 9000 | Category | 0005 LIGHTING | |||||||
| 1790 | POLE 40 FT MTG HT | 04701 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,550.00 | 0.00 | |||
| 1800 | POLE 110 FT MTG HT HIGH MAST | 04713 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 36,500.00 | 0.00 | |||
| 1810 | POLE BASE | 04740 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 920.00 | 920.00 | |||
| 1820 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,520.00 | 0.00 | |||
| 1830 | POLE BASE-HIGH MAST | 04742 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 9,140.00 | 0.00 | |||
| 1840 | TRANSFORMER BASE | 04750 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 360.00 | 0.00 | |||
| 1850 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 15,230.00 | 0.00 | |||
| 1860 | HPS LUMINAIRE | 04770 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 660.00 | 0.00 | |||
| 1870 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 1,020.00 | 0.00 | |||
| 1880 | FUSED CONNECTOR KIT | 04780 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 101.50 | 0.00 | |||
| 1890 | CONDUIT-2 INCH | 04795 | LF | 13,500.00 | 13,500.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 1900 | CONDUIT-2 INCH BORED (CHECK 21543EN) | 04795 | LF | 970.00 | 970.000 | 0.000 | 0.000 | 25.40 | 0.00 | |||
| 1910 | CONDUIT-3 1/2 INCH | 04798 | LF | 3,915.00 | 3,915.000 | 2,413.500 | 2,413.500 | 8.10 | 19,549.35 | |||
| 1920 | MARKER | 04800 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 355.00 | 0.00 | |||
| 1930 | TRENCHING AND BACKFILLING | 04820 | LF | 5,220.00 | 5,220.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 1940 | WIRE-NO. 8 | 04833 | LF | 21,000.00 | 21,000.000 | 0.000 | 0.000 | 0.76 | 0.00 | |||
| 1950 | WIRE-NO. 6 | 04834 | LF | 9,000.00 | 9,000.000 | 0.000 | 0.000 | 1.02 | 0.00 | |||
| 1960 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 1,290.00 | 0.00 | |||
| 1970 | PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL | 20394ES835 | LF | 530.00 | 530.000 | 530.000 | 530.000 | 4.10 | 2,173.00 | |||
| 1980 | WIRE NO. 3 | 22890EN | LF | 17,000.00 | 17,000.000 | 0.000 | 0.000 | 1.27 | 0.00 | |||
| Project | DB11990000751 | Fed/State Project Number | FD04 9000 | Category | 0006 MOBILIZATION & DEMOBILIZATION | |||||||
| 1990 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,437,000.00 | 1,437,000.00 | |||
| 2000 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 1,436,999.57 | 359,249.89 | 1,436,999.57 | |
| Project | DB11990000751 | Fed/State Project Number | FD04 9000 | Category | 0007 ROADWAY FD04 FUNDS | |||||||
| 8001 | EW~ FD04 FUNDS | 10098NX | DOLL | 0.00 | -20,000,000.000 | -359,249.890 | -19,639,710.670 | -19,998,960.560 | 1.00 | -359,249.89 | -19,998,960.56 | |
| SUBTOT | $0.00 |
$25,621,430.24 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0160-1-0I |
PIPE, STEEL ENCASEME | LF |
59.69 | 0012 | $418.00000 | $24,952.92 | ||||||
0180-1-0I |
UTILITY INCIDENTAL | LF |
189.77 | 0012 | $454.000000 | $86,158.75 | ||||||
0190-1-0I |
UTILITY INCIDENTAL | LF |
17.11 | 0012 | $475.000000 | $8,130.57 | ||||||
0220-1-0I |
PIPE, STEEL ENCASEME | LF |
37.21 | 0012 | $648.000000 | $24,114.67 | ||||||
0240-1-0I |
PIPE, CMP AL 1.63 MM | LF |
72.84 | 0013 | $87.300000 | $6,358.93 | ||||||
0260-1-0I |
PIPE, CMP AL 1.63 MM | LF |
13.19 | 0013 | $138.500000 | $1,826.81 | ||||||
0270-3-0I |
PIPE, CMP AL 1.63 MM | LF |
9.68 | 0013 | $91.700000 | $887.65 | ||||||
0270-2-0I |
PIPE, CMP AL 1.63 MM | LF |
22.66 | 0013 | $91.700000 | $2,077.92 | ||||||
0280-1-0I |
PIPE, CMP AL 1.63 MM | LF |
8.18 | 0013 | $122.200000 | $999.59 | ||||||
0160-2-0I |
PIPE, STEEL ENCASEME | LF |
500.00 | 0015 | $49.910000 | $24,955.00 | ||||||
0180-2-0I |
UTILITY INCIDENTAL | LF |
1,860.00 | 0015 | $46.320000 | $86,155.20 | ||||||
0190-2-0I |
UTILITY INCIDENTAL | LF |
80.00 | 0015 | $101.710000 | $8,136.80 | ||||||
0220-2-0I |
PIPE, STEEL ENCASEME | LF |
180.00 | 0015 | $133.930000 | $24,107.40 | ||||||
1430-1-0I |
I BEAM, TYPE 4 | LF |
3,487.50 | 0015 | $141.380000 | $493,062.75 | ||||||
1580-1-0I |
STEEL REINUN 615GR40 | LB |
38,736.00 | 0015 | $0.560000 | $21,692.16 | ||||||
1600-1-0I |
I BEAM, TYPE 4 | LF |
1,117.70 | 0015 | $141.390000 | $158,031.60 | ||||||
1540-1-0I |
PILES | LF |
109.66 | 0016 | $66.000000 | $7,237.56 | ||||||
0430-1-0I |
MISC PRECAST | EACH |
1.51 | 0024 | $10910.000000 | $16,572.29 | ||||||
1410-1-0I |
STEEL REINUN 615GR60 | LB |
43,747.82 | 0031 | $1.400000 | $61,246.94 | ||||||
1400-1-0I |
STAY IN PL FORMS | CUYD |
47.29 | 0037 | $619.300000 | $29,286.69 | ||||||
1420-1-0I |
STEEL REINCO 615GR60 | LB |
53,452.50 | 0037 | $1.420000 | $75,902.55 | ||||||
1410-2-0I |
STEEL REINUN 615GR60 | LB |
9,815.40 | 0046 | $1.400000 | $13,741.56 | ||||||
1410-4-0I |
STEEL REINUN 615GR60 | LB |
4,447.95 | 0047 | $1.400000 | $6,227.13 | ||||||
1410-3-0I |
STEEL REINUN 615GR60 | LB |
18,076.15 | 0047 | $1.400000 | $25,306.61 | ||||||
1400-2-0I |
STAY IN PL FORMS | CUYD |
70.80 | 0052 | $619.300000 | $43,846.44 | ||||||
1420-2-0I |
STEEL REINCO 615GR60 | LB |
18,118.00 | 0057 | $1.420000 | $25,727.56 | ||||||
1420-4-0I |
STEEL REINCO 615GR60 | LB |
17,940.00 | 0058 | $1.420000 | $25,474.80 | ||||||
1420-3-0I |
STEEL REINCO 615GR60 | LB |
13,365.50 | 0058 | $1.420000 | $18,979.01 | ||||||
0240-1-0A |
PIPE, CMP AL 1.63 MM | LF |
72.84 | 0013 | $87.300000 | $-6,358.93 | ||||||
1580-1-0A |
STEEL REINUN 615GR40 | LB |
15,563.00 | 0015 | $0.560000 | $-8,715.28 | ||||||
0180-2-0A |
UTILITY INCIDENTAL | LF |
169.00 | 0016 | $46.320000 | $-7,828.08 | ||||||
0180-2-0A |
UTILITY INCIDENTAL | LF |
75.00 | 0017 | $46.320000 | $-3,474.00 | ||||||
1540-1-0A |
PILES | LF |
76.95 | 0018 | $66.000000 | $-5,078.70 | ||||||
1540-1-0A |
PILES | LF |
32.71 | 0019 | $66.000000 | $-2,158.86 | ||||||
1600-1-0A |
I BEAM, TYPE 4 | LF |
798.00 | 0022 | $141.390000 | $-112,829.22 | ||||||
1410-1-0A |
STEEL REINUN 615GR60 | LB |
10,440.00 | 0032 | $1.400000 | $-14,616.00 | ||||||
1410-1-0A |
STEEL REINUN 615GR60 | LB |
30,363.13 | 0033 | $1.400000 | $-42,508.38 | ||||||
1410-1-0A |
STEEL REINUN 615GR60 | LB |
2,944.69 | 0035 | $1.400000 | $-4,122.57 | ||||||
1400-1-0A |
STAY IN PL FORMS | CUYD |
30.00 | 0037 | $619.300000 | $-18,579.00 | ||||||
1420-1-0A |
STEEL REINCO 615GR60 | LB |
1,170.00 | 0037 | $1.420000 | $-1,661.40 | ||||||
1430-1-0A |
I BEAM, TYPE 4 | LF |
1,551.13 | 0037 | $141.380000 | $-219,298.76 | ||||||
0180-2-0A |
UTILITY INCIDENTAL | LF |
130.00 | 0042 | $46.320000 | $-6,021.60 | ||||||
0180-2-0A |
UTILITY INCIDENTAL | LF |
508.00 | 0043 | $46.320000 | $-23,530.56 | ||||||
1400-1-0A |
STAY IN PL FORMS | CUYD |
17.29 | 0043 | $619.300000 | $-10,707.69 | ||||||
1420-1-0A |
STEEL REINCO 615GR60 | LB |
52,282.50 | 0043 | $1.420000 | $-74,241.15 | ||||||
0220-2-0A |
PIPE, STEEL ENCASEME | LF |
120.00 | 0049 | $133.930000 | $-16,071.60 | ||||||
0220-2-0A |
PIPE, STEEL ENCASEME | LF |
40.00 | 0050 | $133.930000 | $-5,357.20 | ||||||
0220-2-0A |
PIPE, STEEL ENCASEME | LF |
20.00 | 0051 | $133.930000 | $-2,678.60 | ||||||
1410-4-0A |
STEEL REINUN 615GR60 | LB |
4,447.95 | 0051 | $1.400000 | $-6,227.13 | ||||||
1410-3-0A |
STEEL REINUN 615GR60 | LB |
6,606.00 | 0051 | $1.400000 | $-9,248.40 | ||||||
1410-2-0A |
STEEL REINUN 615GR60 | LB |
6,606.00 | 0051 | $1.400000 | $-9,248.40 | ||||||
1410-3-0A |
STEEL REINUN 615GR60 | LB |
11,470.15 | 0052 | $1.400000 | $-16,058.21 | ||||||
1410-2-0A |
STEEL REINUN 615GR60 | LB |
3,209.40 | 0052 | $1.400000 | $-4,493.16 | ||||||
0430-1-0A |
MISC PRECAST | EACH |
1.51 | 0053 | $10910.000000 | $-16,572.29 | ||||||
1430-1-0A |
I BEAM, TYPE 4 | LF |
1,923.00 | 0055 | $141.380000 | $-271,873.74 | ||||||
1400-2-0A |
STAY IN PL FORMS | CUYD |
38.00 | 0057 | $619.300000 | $-23,533.40 | ||||||
1420-2-0A |
STEEL REINCO 615GR60 | LB |
1,482.00 | 0057 | $1.420000 | $-2,104.44 | ||||||
1400-2-0A |
STAY IN PL FORMS | CUYD |
32.80 | 0059 | $619.300000 | $-20,313.04 | ||||||
1420-4-0A |
STEEL REINCO 615GR60 | LB |
17,940.00 | 0059 | $1.420000 | $-25,474.80 | ||||||
1420-3-0A |
STEEL REINCO 615GR60 | LB |
13,365.50 | 0059 | $1.420000 | $-18,979.01 | ||||||
1420-2-0A |
STEEL REINCO 615GR60 | LB |
16,636.00 | 0059 | $1.420000 | $-23,623.12 | ||||||
0180-2-0A |
UTILITY INCIDENTAL | LF |
78.00 | 0060 | $46.320000 | $-3,612.96 | ||||||
0180-2-0A |
UTILITY INCIDENTAL | LF |
186.00 | 0069 | $46.320000 | $-8,615.52 | ||||||
0190-2-0A |
UTILITY INCIDENTAL | LF |
80.00 | 0070 | $101.710000 | $-8,136.80 | ||||||
0160-2-0A |
PIPE, STEEL ENCASEME | LF |
62.00 | 0078 | $49.910000 | $-3,094.42 | ||||||
0160-2-0A |
PIPE, STEEL ENCASEME | LF |
438.00 | 0080 | $49.910000 | $-21,860.58 | ||||||
0180-2-0A |
UTILITY INCIDENTAL | LF |
550.00 | 0082 | $46.320000 | $-25,476.00 | ||||||
0180-2-0A |
UTILITY INCIDENTAL | LF |
164.00 | 0084 | $46.320000 | $-7,596.48 | ||||||
0160-10C |
PIPE, STEEL ENCASEME | LF |
0.00 | 0015 | $417.999866 | $-24,952.92 | ||||||
0180-10C |
UTILITY INCIDENTAL | LF |
0.00 | 0015 | $453.999958 | $-86,158.75 | ||||||
0190-10C |
UTILITY INCIDENTAL | LF |
0.00 | 0015 | $474.999708 | $-8,130.57 | ||||||
0220-10C |
PIPE, STEEL ENCASEME | LF |
0.00 | 0015 | $647.999946 | $-24,114.67 | ||||||
0260-10C |
PIPE, CMP AL 1.63 MM | LF |
0.00 | 0015 | $138.499621 | $-1,826.81 | ||||||
0270-20C |
PIPE, CMP AL 1.63 MM | LF |
0.00 | 0015 | $91.699912 | $-2,077.92 | ||||||
0270-30C |
PIPE, CMP AL 1.63 MM | LF |
0.00 | 0015 | $91.699380 | $-887.65 | ||||||
0280-10C |
PIPE, CMP AL 1.63 MM | LF |
0.00 | 0015 | $122.199267 | $-999.59 | ||||||
1580-10C |
STEEL REINUN 615GR40 | LB |
0.00 | 0017 | $0.560000 | $-12,976.88 | ||||||
1600-10C |
I BEAM, TYPE 4 | LF |
0.00 | 0023 | $141.389997 | $-45,202.38 | ||||||
1430-10C |
I BEAM, TYPE 4 | LF |
0.00 | 0057 | $141.380000 | $-1,890.25 | ||||||
| SUBTOT | $-0.01 |
|||||||||||
| Project | DB11990000951 | Fed/State Project Number | JL03 9000 | Category | 0008 ROADWAY JL03 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 | |
| 8002 | EW~ FUND JL03 | 10098NX | DOLL | 0.00 | 20,000,000.000 | 359,249.890 | 19,639,710.670 | 19,998,960.560 | 1.00 | 359,249.89 | 19,998,960.56 | |
| 8003 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 61,174.290 | -7,962.000 | 61,174.290 | 53,212.290 | 1.00 | -7,962.00 | 53,212.29 | |
| 8004 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 981,760.250 | 981,760.250 | 981,760.250 | 1.00 | 981,760.25 | |||
| 8005 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 25,479.550 | 25,479.550 | 25,479.550 | 1.00 | 25,479.55 | |||
| 8006 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $351,287.89 |
$46,680,842.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||