|
Report_Id: 071063 Est NO 0083 |
Date:04/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071063 | Estimate Number | 0083 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Mcgaha, Anthony T. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 02/07/2013 TO 04/17/2013 | ||||||
| Date Approved | 04/29/2013 | ||||||
| Primary Proj Number | DE05700680763 | ||||||
| Project No. | FD04 057 0068 004-011 | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | LEXINGTON-HARRODSBURG ROAD (US 68) | ||||||
| Description | RECONSTRUCT FROM KY 29 NORTH OF WILMORE TO 4800 FT. SOUTH OF BRANNON ROAD | ||||||
| Date Let | 10/19/2007 | Formal Acceptance | 11/20/2012 | ||||
| Date Awarded | 10/26/2007 | Date Work Began | 11/13/2007 | ||||
| Date Contract Executed | 11/02/2007 | Open To Traffic | 08/11/2010 | ||||
| Date NTP Issued | 11/02/2007 | Actual Completion Date | 08/11/2010 | ||||
| Current Contract Amount | $31,327,341.70 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $29,574,560.15 |
Total Earnings | $30,368,174.25 |
$30,334,493.71 |
$33,680.54 |
|
| Percent Complete | 96.94 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $959,167.45 |
Gross Earnings | $30,368,174.25 |
$30,334,493.71 |
$33,680.54 |
|
| Total Change Orders | $1,752,781.55 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $30,368,174.25 |
$30,334,493.71 |
$33,680.54 |
|||
| Contract Id | 071063 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0083 | Project Number | FD04 057 0068 004-011 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 02/07/2013 TO 04/17/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Utility Service | Approved | 06/26/2008 | $5,125.00 | 0.0 | |||||
| 002 | Utility Delay Agreement | Approved | 06/26/2008 | $0.00 | 0.0 | |||||
| 003 | Pipe Extensions and Filter Fabric for Pipe | Approved | 09/05/2008 | $50,116.50 | 0.0 | |||||
| 004 | Encasement Pipe Additions | Approved | 01/23/2009 | $105,251.00 | 0.0 | |||||
| 005 | PG 76-22 to PG 64-22/Cost Plus Work/Safeloading & Pipe Caps | Approved | 08/18/2009 | $-425,053.43 | 0.0 | |||||
| 006 | Liquidated Damages Override | Approved | 10/06/2009 | $0.00 | 0.0 | |||||
| 007 | Bollards/End Treatments/Bike Path Addition | Approved | 06/02/2010 | $48,922.84 | 0.0 | |||||
| 008 | Guardrail and Pavement Markings | Approved | 12/01/2010 | $36,829.50 | 0.0 | |||||
| 009 | Rideability, Asphalt Adjustment, and Bollards | Approved | 05/31/2011 | $1,600,878.92 | 0.0 | |||||
| 010 | Additonal Right Turn Lanes | Approved | 11/10/2011 | $294,735.68 | 15.0 | |||||
| 011 | Landscaping Additions | Approved | 04/09/2012 | $2,295.00 | 0.0 | |||||
| 012 | Reconstruction of APPR. RT. 31+35 @ 54+61 RT | Approved | 04/08/2013 | $33,680.54 | 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 | 071063 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05700680763 | ||||||
| Estimate Nbr | 0083 | Period | 02/07/2013 TO 04/17/2013 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE05700680763 | Fed/State Project Number | FD04 057 0068 004-011 | 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 | |
| 0020 | DGA BASE | 00001 | TON | 156,163.00 | 156,163.000 | 152,729.680 | 152,729.680 | 18.85 | 2,878,954.46 | |||
| 0030 | CRUSHED STONE BASE | 00003 | TON | 22,963.00 | 23,108.000 | 23,174.940 | 23,174.940 | 22.00 | 509,848.68 | |||
| 0040 | LIME STABILIZED ROADBED | 00013 | SQYD | 255,152.00 | 255,152.000 | 168,891.400 | 168,891.400 | 2.12 | 358,049.76 | |||
| 0050 | LIME | 00014 | TON | 4,899.00 | 4,899.000 | 2,600.350 | 2,600.350 | 123.00 | 319,843.05 | |||
| 0060 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 48,198.00 | 48,198.000 | 48,086.250 | 48,086.250 | 38.00 | 1,827,277.50 | |||
| 0070 | TRAFFIC BOUND BASE | 00020 | TON | 65.00 | 65.000 | 2,552.890 | 2,552.890 | 21.50 | 54,887.13 | |||
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 192.00 | 192.000 | 101.000 | 101.000 | 65.00 | 6,565.00 | |||
| 0090 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 97,117.00 | 138,513.000 | 154,119.290 | 154,119.290 | 51.50 | 7,937,143.43 | |||
| 0100 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 41,396.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0110 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 11,028.00 | 11,108.000 | 10,446.370 | 10,446.370 | 55.00 | 574,550.35 | |||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,081.00 | 4,126.000 | 8,651.910 | 8,651.910 | 68.50 | 592,655.83 | |||
| 0130 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 152,917.00 | 152,917.000 | 82,122.760 | 82,122.760 | 1.95 | 160,139.38 | |||
| 0140 | ASPHALT CURING SEAL | 00358 | TON | 204.00 | 204.000 | 359.965 | 359.965 | 425.00 | 152,985.12 | |||
| 0150 | ENTRANCE PIPE-15 INCH | 00440 | LF | 796.00 | 796.000 | 802.000 | 802.000 | 30.50 | 24,461.00 | |||
| 0160 | ENTRANCE PIPE-18 INCH | 00441 | LF | 352.00 | 352.000 | 556.000 | 556.000 | 32.00 | 17,792.00 | |||
| 0170 | ENTRANCE PIPE-24 INCH | 00443 | LF | 120.00 | 120.000 | 149.000 | 149.000 | 40.00 | 5,960.00 | |||
| 0180 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | LF | 155.00 | 155.000 | 131.000 | 131.000 | 30.00 | 3,930.00 | |||
| 0190 | ENTRANCE PIPE-18 INCH EQUIV | 00451 | LF | 123.00 | 123.000 | 120.000 | 120.000 | 31.00 | 3,720.00 | |||
| 0200 | ENTRANCE PIPE-24 INCH EQUIV | 00452 | LF | 64.00 | 64.000 | 72.000 | 72.000 | 44.00 | 3,168.00 | |||
| 0210 | ENTRANCE PIPE-30 INCH EQUIV | 00454 | LF | 98.00 | 98.000 | 70.000 | 70.000 | 50.00 | 3,500.00 | |||
| 0220 | CULVERT PIPE-18 INCH | 00462 | LF | 818.00 | 845.000 | 834.000 | 834.000 | 46.00 | 38,364.00 | |||
| 0230 | CULVERT PIPE-24 INCH | 00464 | LF | 178.00 | 196.000 | 178.000 | 178.000 | 55.00 | 9,790.00 | |||
| 0240 | CULVERT PIPE-36 INCH | 00468 | LF | 49.00 | 49.000 | 50.000 | 50.000 | 110.00 | 5,500.00 | |||
| 0250 | CULVERT PIPE-42 INCH | 00469 | LF | 297.00 | 297.000 | 335.000 | 335.000 | 105.00 | 35,175.00 | |||
| 0260 | CULVERT PIPE-48 INCH | 00470 | LF | 302.00 | 302.000 | 302.000 | 302.000 | 125.00 | 37,750.00 | |||
| 0270 | CULVERT PIPE-36 INCH EQUIV | 00496 | LF | 63.00 | 63.000 | 62.000 | 62.000 | 110.00 | 6,820.00 | |||
| 0280 | CULVERT PIPE-48 INCH EQUIV | 00499 | LF | 81.00 | 130.000 | 143.000 | 143.000 | 200.00 | 28,600.00 | |||
| 0290 | STORM SEWER PIPE-18 INCH | 00522 | LF | 5,561.00 | 5,698.000 | 5,561.000 | 5,561.000 | 42.50 | 236,342.50 | |||
| 0300 | STORM SEWER PIPE-24 INCH | 00524 | LF | 1,337.00 | 1,348.000 | 1,369.000 | 1,369.000 | 52.00 | 71,188.00 | |||
| 0310 | STORM SEWER PIPE-30 INCH | 00526 | LF | 966.00 | 967.000 | 976.000 | 976.000 | 65.00 | 63,440.00 | |||
| 0320 | STORM SEWER PIPE-36 INCH | 00528 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 75.00 | 15,000.00 | |||
| 0330 | STORM SEWER PIPE-42 INCH | 00529 | LF | 704.00 | 704.000 | 567.000 | 567.000 | 85.00 | 48,195.00 | |||
| 0340 | STORM SEWER PIPE-48 INCH | 00530 | LF | 205.00 | 205.000 | 205.000 | 205.000 | 100.00 | 20,500.00 | |||
| 0350 | STORM SEWER PIPE-60 INCH | 00532 | LF | 198.00 | 208.000 | 208.000 | 208.000 | 155.00 | 32,240.00 | |||
| 0360 | STORM SEWER PIPE-36 INCH EQUIV | 00558 | LF | 242.00 | 242.000 | 247.000 | 247.000 | 95.00 | 23,465.00 | |||
| 0370 | STORM SEWER PIPE-42 INCH EQUIV | 00559 | LF | 141.00 | 141.000 | 141.000 | 141.000 | 115.00 | 16,215.00 | |||
| 0380 | PERFORATED PIPE-4 INCH | 01000 | LF | 119,754.00 | 106,404.000 | 100,905.200 | 100,905.200 | 3.15 | 317,851.38 | |||
| 0390 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,341.00 | 1,681.000 | 2,890.000 | 2,890.000 | 9.50 | 27,455.00 | |||
| 0400 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0410 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 58.00 | 38.000 | 24.000 | 24.000 | 435.00 | 10,440.00 | |||
| 0420 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 134.00 | 87.000 | 101.000 | 101.000 | 435.00 | 43,935.00 | |||
| 0430 | METAL END SECTION TY 3-48 INCH | 01397 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 4,500.00 | 27,000.00 | |||
| 0440 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 1,600.00 | 6,400.00 | |||
| 0450 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 33.00 | 33.000 | 32.000 | 32.000 | 2,185.00 | 69,920.00 | |||
| 0460 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 2,650.00 | 37,100.00 | |||
| 0470 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 3,650.00 | 32,850.00 | |||
| 0480 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,500.00 | 22,000.00 | |||
| 0490 | CURB BOX INLET TYPE A | 01456 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 3,300.00 | 26,400.00 | |||
| 0500 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0510 | DROP BOX INLET TYPE 2 MODIFIED | 01494 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0520 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0530 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0540 | DROP BOX INLET TYPE 5B | 01505 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 4,000.00 | 40,000.00 | |||
| 0550 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0560 | DROP BOX INLET TYPE 5F | 01517 | EACH | 21.00 | 22.000 | 25.000 | 25.000 | 4,100.00 | 102,500.00 | |||
| 0570 | DROP BOX INLET TYPE 7 | 01538 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 4,250.00 | 17,000.00 | |||
| 0580 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,875.00 | 1,875.00 | |||
| 0590 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | |||
| 0600 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,750.00 | 4,750.00 | |||
| 0610 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0620 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 176.00 | 176.000 | 108.000 | 108.000 | 20.00 | 2,160.00 | |||
| 0630 | REMOVE CURB AND GUTTER | 01812 | LF | 244.00 | 244.000 | 120.000 | 120.000 | 5.00 | 600.00 | |||
| 0640 | ISLAND CURB AND GUTTER | 01825 | LF | 2,500.00 | 2,500.000 | 2,431.000 | 2,431.000 | 18.00 | 43,758.00 | |||
| 0650 | MOUNTABLE MEDIAN TYPE 2 | 01937 | SQYD | 2,600.00 | 2,600.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0660 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 27.000 | 27.000 | 225.00 | 6,075.00 | |||
| 0670 | REMOVE PAVEMENT | 02091 | SQYD | 9,578.00 | 9,578.000 | 7,388.000 | 7,388.000 | 4.95 | 36,570.60 | |||
| 0680 | CEM CONC ENT PAVEMENT-6 INCH 6 INCH | 02099 | SQYD | 231.00 | 231.000 | 61.100 | 61.100 | 60.00 | 3,666.00 | |||
| 0690 | TEMPORARY DITCH | 02159 | LF | 17,500.00 | 17,500.000 | 499.000 | 499.000 | 0.35 | 174.65 | |||
| 0700 | ROADWAY EXCAVATION | 02200 | CUYD | 851,481.00 | 851,630.000 | 855,737.360 | 855,737.360 | 5.97 | 5,108,752.03 | |||
| 0710 | GRANULAR EMBANKMENT | 02223 | CUYD | 32,196.00 | 32,196.000 | 26,412.300 | 26,412.300 | 20.00 | 528,246.00 | |||
| 0730 | WATER | 02242 | MGAL | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0750 | FENCE-TEMPORARY | 02259 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 4.63 | 0.00 | |||
| 0760 | FENCE-WOVEN WIRE TYPE 2 | 02263 | LF | 643.00 | 643.000 | 643.000 | 643.000 | 7.80 | 5,015.40 | |||
| 0770 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 708.00 | 1,473.000 | 1,473.000 | 1,473.000 | 17.50 | 25,777.50 | |||
| 0780 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 453.00 | 906.00 | |||
| 0790 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 1,970.00 | 5,910.00 | |||
| 0800 | TEMPORARY GUARDRAIL | 02397 | LF | 1,000.00 | 1,937.500 | 1,937.500 | 1,937.500 | 8.66 | 16,778.75 | |||
| 0810 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 265.00 | 265.000 | 252.000 | 252.000 | 95.50 | 24,066.00 | |||
| 0820 | CHANNEL LINING CLASS II | 02483 | TON | 969.00 | 1,030.000 | 1,862.540 | 1,862.540 | 28.00 | 52,151.12 | |||
| 0830 | CHANNEL LINING CLASS III | 02484 | TON | 4,589.00 | 4,614.000 | 373.590 | 373.590 | 28.00 | 10,460.52 | |||
| 0840 | CLEARING AND GRUBBING 142 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 201,800.00 | 201,800.00 | |||
| 0850 | SIGNS | 02562 | SQFT | 500.00 | 1,128.000 | 1,128.000 | 1,128.000 | 11.00 | 12,408.00 | |||
| 0860 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 147,200.00 | 147,200.00 | |||
| 0870 | EDGE KEY | 02585 | LF | 162.00 | 162.000 | 213.000 | 213.000 | 30.00 | 6,390.00 | |||
| 0880 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 156,855.00 | 156,855.000 | 93,748.414 | 93,748.414 | 1.55 | 145,310.04 | |||
| 0890 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,100.00 | 140,100.00 | |||
| 0900 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0910 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0920 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0930 | TEMPORARY SILT FENCE | 02701 | LF | 17,500.00 | 17,500.000 | 32,864.000 | 32,864.000 | 2.50 | 82,160.00 | |||
| 0940 | SAND FOR BLOTTER | 02702 | TON | 638.00 | 638.000 | 813.140 | 813.140 | 30.00 | 24,394.20 | |||
| 0950 | SILT TRAP TYPE A | 02703 | EACH | 220.00 | 220.000 | 40.000 | 40.000 | 400.00 | 16,000.00 | |||
| 0960 | SILT TRAP TYPE B | 02704 | EACH | 220.00 | 220.000 | 443.000 | 443.000 | 200.00 | 88,600.00 | |||
| 0970 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 660.00 | 660.000 | 6.000 | 6.000 | 75.00 | 450.00 | |||
| 0980 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 660.00 | 660.000 | 266.000 | 266.000 | 50.00 | 13,300.00 | |||
| 0990 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 17,500.00 | 17,500.000 | 5,392.000 | 5,392.000 | 2.50 | 13,480.00 | |||
| 1000 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 132,000.00 | 132,000.00 | |||
| 1010 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 1020 | EROSION CONTROL BLANKET | 05950 | SQYD | 58,608.00 | 59,241.000 | 236,823.700 | 236,823.700 | 1.10 | 260,506.07 | |||
| 1030 | TEMPORARY MULCH | 05952 | SQYD | 1,050,648.00 | 1,050,648.000 | 14,981.110 | 14,981.110 | 0.15 | 2,247.16 | |||
| 1040 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 346,715.00 | 346,715.000 | 252,435.334 | 252,435.334 | 0.17 | 42,914.00 | |||
| 1050 | TOPDRESSING FERTILIZER | 05966 | TON | 54.36 | 54.360 | 37.000 | 37.000 | 506.50 | 18,740.50 | |||
| 1060 | SEEDING AND PROTECTION | 05985 | SQYD | 1,050,648.00 | 1,052,479.000 | 496,427.930 | 496,427.930 | 0.26 | 129,071.26 | |||
| 1070 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 157,597.00 | 157,597.000 | 80,335.560 | 80,335.560 | 0.16 | 12,853.68 | |||
| 1080 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 6,000.00 | 6,000.000 | 425,021.000 | 425,021.000 | 0.13 | 55,252.73 | |||
| 1090 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 185,266.00 | 185,266.000 | 212,993.000 | 212,993.000 | 0.13 | 27,689.09 | |||
| 1100 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 669.00 | 669.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 1110 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,000.00 | 3,000.000 | 1,790.000 | 1,790.000 | 1.00 | 1,790.00 | |||
| 1120 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,000.00 | 3,000.000 | 2,889.000 | 2,889.000 | 1.00 | 2,889.00 | |||
| 1130 | PAVE STRIPING-TEMP NR TAPE-W BLACK | 06552 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1140 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 536.00 | 536.000 | 819.500 | 819.500 | 6.00 | 4,917.00 | |||
| 1150 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 25,225.00 | 25,225.000 | 25,225.000 | 25,225.000 | 0.50 | 12,612.50 | |||
| 1160 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 65.00 | 390.00 | |||
| 1170 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 123.00 | 223.000 | 223.000 | 223.000 | 70.00 | 15,610.00 | |||
| 1180 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 115.00 | 1,035.00 | |||
| 1190 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 401.00 | 401.000 | 465.000 | 465.000 | 18.50 | 8,602.50 | |||
| 1200 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 140.00 | 140.000 | 207.000 | 207.000 | 18.50 | 3,829.50 | |||
| 1210 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 728.00 | 728.000 | 762.000 | 762.000 | 18.50 | 14,097.00 | |||
| 1220 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 1230 | CONCRETE-CLASS A | 08100 | CUYD | 22.32 | 30.520 | 31.720 | 31.720 | 1,000.00 | 31,720.00 | |||
| 1240 | STEEL REINFORCEMENT | 08150 | LB | 1,678.00 | 1,678.000 | 1,743.500 | 1,743.500 | 1.00 | 1,743.50 | |||
| 1250 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 250,789.00 | 250,789.000 | 66,976.250 | 66,976.250 | 1.00 | 66,976.25 | |||
| 1260 | FUEL ADJUSTMENT | 10020NS | DOLL | 307,154.00 | 307,154.000 | -49,705.120 | -49,705.120 | 1.00 | -49,705.12 | |||
| 1270 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 170,700.00 | 1,633,409.000 | 1,633,409.000 | 1,633,409.000 | 1.00 | 1,633,409.00 | |||
| 1280 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 63,559.00 | 63,559.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 1290 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 17,019.00 | 0.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 1300 | SILT TRAP TYPE C | 20496NS843 | EACH | 220.00 | 220.000 | 56.000 | 56.000 | 250.00 | 14,000.00 | |||
| 1310 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 660.00 | 660.000 | 17.000 | 17.000 | 55.00 | 935.00 | |||
| 1320 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1330 | BOLLARDS | 21341ND | EACH | 8.00 | 17.000 | 17.000 | 17.000 | 823.10 | 13,992.70 | |||
| 1340 | METAL END SECTION TY 3-48 IN (EQUIV) | 21589NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 1360 | METAL END SECTION TY 3-42 IN EQUIV | 21880NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 1370 | METAL END SECTION TY 3-36 IN (EQUIV) | 21981NN | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 1380 | METAL END SECTION TY 4-42 IN (EQUIV) | 21983NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 1390 | PRECAST ARCH CULVERT-16 FT X 5 FT 166 FT | 22912NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 354,750.00 | 354,750.00 | |||
| 2090 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2100 | CLEAN SINKHOLE | 02469 | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 3,000.00 | 24,000.00 | |||
| 8000 | EW~ Transfer Electrical Service | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,025.00 | 4,025.00 | |||
| 8001 | REMOBILIZATION Demolition of Parcel No. 14 | 10100NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 8002 | FABRIC GEOTEXTILE TY IV FOR PIPE Geotextile for Pipe | 21433ES214 | SQYD | 0.00 | 20,000.000 | 13,444.520 | 13,444.520 | 2.00 | 26,889.04 | |||
| 8003 | STEEL ENCASEMENT PIPE-14 INCH Knight | 01071 | LF | 0.00 | 243.000 | 243.000 | 243.000 | 128.00 | 31,104.00 | |||
| 8004 | STEEL ENCASEMENT PIPE-8 INCH Ramsey | 01065 | LF | 0.00 | 242.000 | 242.000 | 242.000 | 106.00 | 25,652.00 | |||
| 8005 | STEEL ENCASEMENT PIPE-14 INCH Hudson | 01071 | LF | 0.00 | 265.000 | 265.000 | 265.000 | 183.00 | 48,495.00 | |||
| 8006 | CL3 ASPH SURF 0.38B PG64-22 | 21727ES403 | TON | 0.00 | 17,019.000 | 19,419.340 | 19,419.340 | 66.12 | 1,284,006.76 | |||
| 8007 | COST PLUS WORK MEDIAN DRAINAGE | 10080NSD | DOLL | 0.00 | 33,565.790 | 33,565.790 | 33,565.790 | 1.00 | 33,565.79 | |||
| 8008 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 0.00 | 10,434.000 | 9,138.000 | 9,138.000 | 7.00 | 63,966.00 | |||
| 8009 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 0.00 | 18.000 | 10.000 | 10.000 | 200.00 | 2,000.00 | |||
| 8010 | SAFELOADING | 02690 | CUYD | 0.00 | 3.700 | 3.700 | 3.700 | 180.00 | 666.00 | |||
| 8011 | PLUG PIPE | 01314 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 8012 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 0.00 | 46.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 8013 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -3,000.000 | -3,000.000 | 1.00 | -3,000.00 | |||
| 8014 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 2.000 | 4.000 | 4.000 | 2,700.00 | 10,800.00 | |||
| 8015 | REMOVE AND RESET METAL END SECTION | 22060NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 8016 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 0.00 | 669.000 | 669.000 | 669.000 | 5.25 | 3,512.25 | |||
| 8017 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 0.00 | 72.000 | 72.000 | 72.000 | 3.15 | 226.80 | |||
| 8018 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 47.25 | 141.75 | |||
| 8019 | COST PLUS WORK Harrods Ridge Entrance redesign | 10080NSD | DOLL | 0.00 | 12,561.200 | 12,561.200 | 12,561.200 | 1.00 | 12,561.20 | |||
| 8020 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 136,523.720 | 136,523.720 | 136,523.720 | 1.00 | 136,523.72 | |||
| 8021 | DGA BASE for additional right turn lanes | 00001 | TON | 0.00 | 2,421.000 | 1,067.780 | 1,067.780 | 20.50 | 21,889.49 | |||
| 8022 | CL3 ASPH BASE 1.00D PG64-22 for additional right turn lanes | 00214 | TON | 0.00 | 1,473.000 | 1,422.310 | 1,422.310 | 79.50 | 113,073.64 | |||
| 8023 | CULVERT PIPE-18 INCH for additional right turn lanes | 00462 | LF | 0.00 | 47.000 | 43.000 | 43.000 | 71.00 | 3,053.00 | |||
| 8024 | CULVERT PIPE-36 INCH for additional right turn lanes | 00468 | LF | 0.00 | 60.000 | 53.000 | 53.000 | 115.00 | 6,095.00 | |||
| 8025 | CULVERT PIPE-36 INCH EQUIV for additional right turn lanes | 00496 | LF | 0.00 | 55.000 | 55.000 | 55.000 | 115.00 | 6,325.00 | |||
| 8026 | STORM SEWER PIPE-30 INCH for additional right turn lanes | 00526 | LF | 0.00 | 13.000 | 7.000 | 7.000 | 78.00 | 546.00 | |||
| 8027 | NON-PERFORATED PIPE-4 INCH for additional right turn lanes | 01010 | LF | 0.00 | 4.000 | 7.000 | 7.000 | 12.50 | 87.50 | |||
| 8028 | ROADWAY EXCAVATION for additional right turn lanes | 02200 | CUYD | 0.00 | 1,566.000 | 1,566.000 | 1,566.000 | 13.95 | 21,845.70 | |||
| 8029 | MAINTAIN & CONTROL TRAFFIC for additional right turn lanes | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,500.00 | 14,500.00 | |||
| 8030 | STAKING for additional right turn lanes | 02726 | LS | 0.00 | 1.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 8031 | EROSION CONTROL BLANKET for additional right turn lanes | 05950 | SQYD | 0.00 | 834.000 | 834.000 | 834.000 | 1.27 | 1,059.18 | |||
| 8032 | SEEDING AND PROTECTION for additional right turn lanes | 05985 | SQYD | 0.00 | 4,506.000 | 4,506.000 | 4,506.000 | 0.30 | 1,351.80 | |||
| 8033 | PAVE STRIPING-PERM PAINT-4 IN for additional right turn lanes | 06514 | LF | 0.00 | 3,203.000 | 3,033.000 | 3,033.000 | 0.15 | 454.95 | |||
| 8034 | PAVE MARKING-PRE THERM CURV ARROW for additional right turn lanes | 06574 | EACH | 0.00 | 10.000 | 19.000 | 19.000 | 80.50 | 1,529.50 | |||
| 8035 | PAVEMENT MARKER TYPE V-MW for additional right turn lanes | 06589 | EACH | 0.00 | 30.000 | 34.000 | 34.000 | 21.30 | 724.20 | |||
| 8037 | CL3 ASPH SURF 0.38B PG64-22 for additional right turn lanes | 21727ES403 | TON | 0.00 | 178.000 | 343.670 | 343.670 | 97.50 | 33,507.82 | |||
| 8038 | REMOVE AND RESET PERF PIPE HEADWALL for additional right turn lanes | 20758ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 8039 | REMOVE PIPE for additional right turn lanes | 01310 | LF | 0.00 | 146.000 | 142.000 | 142.000 | 10.00 | 1,420.00 | |||
| 8047 | REMOVE AND RESET HEADWALL S&F INLET-OUTLET-30 INCH for additional right turn lanes | 21423ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 8048 | REMOVE AND RESET HEADWALL S&F INLET-OUTLET-36 INCH for additional right turn lanes | 21423ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 8049 | REMOVE AND RESET HEADWALL S&F INLET-OUTLET-18 INCH for additional right turn lanes | 21423ND | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 8050 | REMOVE AND RESET METAL END SECTION TY 3-36 INCH for additional right turn lanes | 22060NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 8052 | COST PLUS WORK APPR. RT 31+35 @ 54 + 61 reconstruction | 10080NSD | DOLL | 0.00 | 33,680.540 | 33,680.540 | 0.000 | 33,680.540 | 1.00 | 33,680.54 | 33,680.54 | |
| Project | DE05700680763 | Fed/State Project Number | FD04 057 0068 004-011 | Category | 0004 LANDSCAPING | |||||||
| 1400 | EASTERN WHITE PINE | 05026 | EACH | 25.00 | 25.000 | 27.000 | 27.000 | 152.00 | 4,104.00 | |||
| 1410 | SUGAR MAPLE | 05226 | EACH | 113.00 | 113.000 | 121.000 | 121.000 | 152.00 | 18,392.00 | |||
| 1420 | KENTUCKY COFFEE TREE | 20003ES724 | EACH | 18.00 | 18.000 | 26.000 | 26.000 | 152.00 | 3,952.00 | |||
| 1430 | EASTERN RED CEDAR | 20010ES724 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 152.00 | 2,888.00 | |||
| 1440 | EASTERN REDBUD | 20014ES724 | EACH | 63.00 | 63.000 | 71.000 | 71.000 | 45.00 | 3,195.00 | |||
| 1450 | AMERICAN SYCAMORE | 20050ES724 | EACH | 41.00 | 41.000 | 41.000 | 41.000 | 152.00 | 6,232.00 | |||
| 1460 | BALD CYPRESS | 20051ES724 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 152.00 | 1,368.00 | |||
| 1470 | SHUMARD OAK | 20065ES724 | EACH | 15.00 | 15.000 | 14.000 | 14.000 | 152.00 | 2,128.00 | |||
| 1480 | BLACKHAW SHRUB | 20436MS724 | EACH | 81.00 | 81.000 | 81.000 | 81.000 | 30.00 | 2,430.00 | |||
| 1490 | CHINQUAPIN OAK TREE | 20439MS724 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 152.00 | 912.00 | |||
| 1500 | BLACK GUM | 20444MS724 | EACH | 14.00 | 14.000 | 8.000 | 8.000 | 152.00 | 1,216.00 | |||
| 1510 | SHAGBARK HICKORY | 20449MS724 | EACH | 19.00 | 19.000 | 21.000 | 21.000 | 152.00 | 3,192.00 | |||
| 1520 | RED MAPLE | 20512NS724 | EACH | 141.00 | 141.000 | 173.000 | 173.000 | 152.00 | 26,296.00 | |||
| 1530 | WHITE ASH | 20513NS724 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 1540 | SMOOTH SUMAC | 20515NS724 | EACH | 65.00 | 65.000 | 65.000 | 65.000 | 30.00 | 1,950.00 | |||
| 1550 | TULIP POPLAR | 20516NS724 | EACH | 14.00 | 14.000 | 19.000 | 19.000 | 152.00 | 2,888.00 | |||
| 1560 | WINTERBERRY | 20538NS724 | EACH | 50.00 | 50.000 | 50.000 | 50.000 | 30.00 | 1,500.00 | |||
| 1570 | SPECIAL SEEDING NATURALIZED NATIVE GRASS SEEDING | 20590ES212 | SQYD | 86,677.00 | 86,677.000 | 15,295.000 | 15,295.000 | 0.31 | 4,741.45 | |||
| 1580 | SPECIAL SEEDING WETLAND NATIVE GRASS SEEDING | 20590ES212 | SQYD | 1,506.00 | 1,506.000 | 434.000 | 434.000 | 0.45 | 195.30 | |||
| 1590 | FRAGRANT SUMAC SHRUB | 20687NS724 | EACH | 132.00 | 132.000 | 122.000 | 122.000 | 30.00 | 3,660.00 | |||
| 1600 | BUR OAK | 20921NS724 | EACH | 22.00 | 22.000 | 30.000 | 30.000 | 152.00 | 4,560.00 | |||
| 1610 | SPICEBUSH | 20924NS724 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 30.00 | 1,260.00 | |||
| 1620 | SASSAFRAS | 21144NS724 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 152.00 | 2,280.00 | |||
| 1630 | WHITE OAK | 21147NS724 | EACH | 43.00 | 43.000 | 43.000 | 43.000 | 152.00 | 6,536.00 | |||
| 1640 | SILKY DOGWOOD | 21148NS724 | EACH | 72.00 | 72.000 | 72.000 | 72.000 | 30.00 | 2,160.00 | |||
| 1650 | ARROWWOOD VIBURNUM | 21150NS724 | EACH | 87.00 | 87.000 | 87.000 | 87.000 | 30.00 | 2,610.00 | |||
| 1660 | RED-OSIER DOGWOOD | 21153NS724 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 30.00 | 450.00 | |||
| 1670 | NORWAY SPRUCE | 21426NS724 | EACH | 25.00 | 25.000 | 31.000 | 31.000 | 152.00 | 4,712.00 | |||
| 1680 | SWEET GUM | 21662NS724 | EACH | 17.00 | 17.000 | 23.000 | 23.000 | 152.00 | 3,496.00 | |||
| 1690 | DRY STONE MASONRY WALL | 21687EN | LF | 153.00 | 153.000 | 138.000 | 138.000 | 300.00 | 41,400.00 | |||
| 1700 | CANADIAN HEMLOCK | 21724NS724 | EACH | 31.00 | 31.000 | 29.000 | 29.000 | 152.00 | 4,408.00 | |||
| 1710 | SWAMP WHITE OAK | 21744NS724 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 152.00 | 1,824.00 | |||
| 1720 | TREE PROTECTION FENCING | 21779EN | LF | 19,260.00 | 19,260.000 | 11,631.000 | 11,631.000 | 3.20 | 37,219.20 | |||
| 1730 | MULCHING BED | 22907ED | SQYD | 10,000.00 | 10,000.000 | 7,500.000 | 7,500.000 | 5.20 | 39,000.00 | |||
| 1740 | LANDSCAPE MAINTENANCE 3 YEARS | 22908NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 185,359.00 | 185,359.00 | |||
| 1750 | OHIO BUCKEYE | 22913ES724 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 152.00 | 1,520.00 | |||
| 1760 | BLUE ASH | 22914ES724 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
| 1770 | SHINGLE OAK | 22915NS724 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 152.00 | 912.00 | |||
| 1780 | BASSWOOD | 22916NS724 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 152.00 | 608.00 | |||
| 1790 | SLIPPERY ELM | 22917NS724 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 152.00 | 1,520.00 | |||
| 1800 | HORNBEAM | 22918NS724 | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 152.00 | 5,168.00 | |||
| 1810 | HOPHORNBEAM | 22919NS724 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 152.00 | 3,496.00 | |||
| 1820 | PERSIMMON | 22920NS724 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 152.00 | 1,064.00 | |||
| 1830 | DOWNY SERVICEBERRY | 22921NS724 | EACH | 38.00 | 38.000 | 45.000 | 45.000 | 45.00 | 2,025.00 | |||
| 1840 | PAW PAW | 22922NS724 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 45.00 | 225.00 | |||
| 1850 | COCKSPUR HAWTHORN | 22923NS724 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 45.00 | 1,260.00 | |||
| 1860 | FRINGE TREE | 22924NS724 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 45.00 | 900.00 | |||
| 1870 | CAROLINA BUCKTHORN | 22925NS724 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1880 | STAGHORN SUMAC | 22926NS724 | EACH | 19.00 | 19.000 | 10.000 | 10.000 | 45.00 | 450.00 | |||
| 1890 | VIRGINIA SWEETSPIRE | 22927NS724 | EACH | 89.00 | 89.000 | 151.000 | 151.000 | 45.00 | 6,795.00 | |||
| 8051 | NORWAY SPRUCE 6'-7' tall | 21426NS724 | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 255.00 | 2,295.00 | |||
| Project | DE05700680763 | Fed/State Project Number | FD04 057 0068 004-011 | Category | 0005 DEMOB AND MOBILIZATION | |||||||
| 1900 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,096,815.00 | 1,096,815.00 | |||
| 1910 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 420,860.00 | 105,215.00 | |||
| 8046 | MOBILIZATION for additional right turn lanes | 02568 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 10,250.00 | 0.00 | |||
| Project | DE05700680763 | Fed/State Project Number | FD04 057 0068 004-011 | Category | 0006 SIGNALIZATION | |||||||
| 1920 | CONDUIT-1 1/4 INCH | 04793 | LF | 914.00 | 914.000 | 704.000 | 704.000 | 6.28 | 4,421.12 | |||
| 1930 | CONDUIT-2 INCH | 04795 | LF | 1,111.00 | 1,111.000 | 1,085.000 | 1,085.000 | 8.38 | 9,092.30 | |||
| 1940 | JUNCTION BOX TYPE B | 04811 | EACH | 16.00 | 16.000 | 15.000 | 15.000 | 392.66 | 5,889.90 | |||
| 1950 | TRENCHING AND BACKFILLING | 04820 | LF | 2,025.00 | 2,025.000 | 1,759.000 | 1,759.000 | 3.66 | 6,437.94 | |||
| 1960 | LOOP WIRE | 04830 | LF | 5,808.00 | 5,808.000 | 7,460.000 | 7,460.000 | 0.68 | 5,072.80 | |||
| 1970 | CABLE-NO. 14/5C | 04844 | LF | 4,181.00 | 4,181.000 | 4,141.000 | 4,141.000 | 1.31 | 5,424.71 | |||
| 1980 | CABLE-NO. 14/1 PAIR | 04850 | LF | 11,861.00 | 11,861.000 | 10,291.000 | 10,291.000 | 1.31 | 13,481.21 | |||
| 1990 | SIGNAL PEDESTAL | 04882 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 732.97 | 3,664.85 | |||
| 2000 | MESSENGER-10800 LB | 04885 | LF | 1,200.00 | 1,200.000 | 1,180.000 | 1,180.000 | 2.62 | 3,091.60 | |||
| 2010 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,221.00 | 1,221.000 | 2,025.000 | 2,025.000 | 12.57 | 25,454.25 | |||
| 2020 | PEDESTRIAN DETECTOR | 04900 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 242.93 | 1,457.58 | |||
| 2030 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,094.19 | 4,188.38 | |||
| 2040 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,617.74 | 20,941.92 | |||
| 2050 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 628.26 | 0.00 | |||
| 2060 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 219.89 | 1,319.34 | |||
| 2070 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 314.13 | 628.26 | |||
| 2080 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 219.89 | 4,617.69 | |||
| 8040 | CONDUIT-2 INCH for additional right turn lanes | 04795 | LF | 0.00 | 454.000 | 0.000 | 0.000 | 9.95 | 0.00 | |||
| 8041 | JUNCTION BOX TYPE B for additional right turn lanes | 04811 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 8042 | TRENCHING AND BACKFILLING for additional right turn lanes | 04820 | LF | 0.00 | 454.000 | 0.000 | 0.000 | 3.95 | 0.00 | |||
| 8043 | LOOP WIRE for additional right turn lanes | 04830 | LF | 0.00 | 600.000 | 606.000 | 606.000 | 0.74 | 448.44 | |||
| 8044 | CABLE-NO. 14/1 PAIR for additional right turn lanes | 04850 | LF | 0.00 | 1,460.000 | 0.000 | 0.000 | 1.42 | 0.00 | |||
| 8045 | LOOP SAW SLOT AND FILL for additional right turn lanes | 04895 | LF | 0.00 | 225.000 | 219.000 | 219.000 | 13.75 | 3,011.25 | |||
| SUBTOT | $33,680.54 |
$30,368,173.90 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||