|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/06/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051142 | Estimate Number | 0080 | Estimate Type FINAL | |||
| District Office | COVINGTON (06340) Mitchell, Laura T. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 07/17/2015 TO 07/09/2018 | ||||||
| Date Approved | 09/21/2018 | ||||||
| Primary Proj Number | DE05913030542 | ||||||
| Project No. | STPM 8122 (21) | ||||||
| Primary County | KENTON | ||||||
| Name of Road | TURKEYFOOT ROAD (KY 1303) | ||||||
| Description | Grade & Drain with Asphalt Surface from Autumn to West Richardson Road | ||||||
| Date Let | 08/26/2005 | Formal Acceptance | 08/31/2009 | ||||
| Date Awarded | 09/12/2005 | Date Work Began | 10/07/2005 | ||||
| Date Contract Executed | 09/29/2005 | Open To Traffic | 09/30/2008 | ||||
| Date NTP Issued | 09/29/2005 | Actual Completion Date | 09/30/2008 | ||||
| Current Contract Amount | $15,397,957.68 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $14,570,168.48 |
Total Earnings | $15,108,546.77 |
$15,102,036.77 |
$6,510.00 |
|
| Percent Complete | 98.12 |
Stockpiled Materials | $-0.02 |
$-0.02 |
$0.00 |
|
| Funds Available | $289,410.93 |
Gross Earnings | $15,108,546.75 |
$15,102,036.75 |
$6,510.00 |
|
| Total Change Orders | $827,789.20 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $15,108,546.75 |
$15,102,036.75 |
$6,510.00 |
|||
| Contract Id | 051142 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0080 | Project Number | STPM 8122 (21) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 07/17/2015 TO 07/09/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Slide Repair, Utilities, Storm Sewer, Signal, Undercut, Wall | Approved | 02/14/2007 | $336,733.41 | 8.0 | |||||
| 002 | FUEL & ASPHALT ADJUSTMENT, Traffic Bound Base, Storm Sewer | Approved | 05/18/2007 | $244,556.26 | 3.0 | |||||
| 003 | Wall Fence, Erosion Control, Temporary Striping | Approved | 08/24/2007 | $93,462.30 | 3.0 | |||||
| 004 | Fuel- Asphalt- Lot Pay Adjustments - Stream Mitigation | Approved | 08/22/2008 | $139,617.37 | 0.0 | |||||
| 005 | Slide Repair, Fuel and Asphalt | Approved | 03/05/2009 | $-0.92 | 0.0 | |||||
| 006 | Reconstruct Lily Drive | Approved | 12/21/2009 | $13,560.60 | 1.0 | |||||
| 007 | Handrail & Industrial Rd Radius Revision | Approved | 12/21/2009 | $-85.67 | 0.0 | |||||
| 008 | DBI @ Car Wash & Perf Pipe Underdrain @ Industrial Rd | Approved | 08/27/2010 | $-37.15 | 0.0 | |||||
| 009 | Thermo Bike Arrows | Approved | 01/24/2011 | $-17.00 | 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 |
||
| DE05913030542 | 0010 | DGA BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$544.43 |
||
| DE05913030542 | 0040 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$8,875.19 |
||
| DE05913030542 | 0070 | CL1 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$464.24 |
||
| DE05913030542 | 0070 | CL1 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$15,892.95 |
||
| DE05913030542 | 0080 | CL3 ASPH BASE 19.0D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$34,659.17 |
||
| DE05913030542 | 0090 | CL3 ASPH BASE 19.0D PG76-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$11,343.68 |
||
| DE05913030542 | 0100 | CL1 ASPH SURF 9.50D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$2,050.78 |
||
| DE05913030542 | 0120 | ASPHALT CURING SEAL | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$4,129.48 |
||
| DE05913030542 | 0590 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$11,006.43 |
||
| DE05913030542 | 8010 | FUEL ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-464.24 |
||
| DE05913030542 | 8010 | FUEL ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-544.43 |
||
| DE05913030542 | 8010 | FUEL ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-11,006.43 |
||
| DE05913030542 | 8011 | ASPHALT ADJUSTMENT | FABRIC - GEOTEXTILE | 0045 | 0.00 |
$0.00 |
$-2,050.78 |
||
| DE05913030542 | 8011 | ASPHALT ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-8,875.19 |
||
| DE05913030542 | 8011 | ASPHALT ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-15,892.95 |
||
| DE05913030542 | 8011 | ASPHALT ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-34,659.17 |
||
| DE05913030542 | 8011 | ASPHALT ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-11,343.68 |
||
| DE05913030542 | 8011 | ASPHALT ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-4,129.48 |
||
| Contract Id | 051142 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE05913030542 | |||||||
| Estimate Nbr | 0080 | Period | 07/17/2015 TO 07/09/2018 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | 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 | DGA BASE | 00001M | MTON | 27,691.00 | 27,807.310 | 31,114.080 | 31,114.080 | 19.70 | 612,947.37 | |||
| 0020 | LIME STABILIZED ROADBED | 00013M | SQ M | 77,886.00 | 67,854.740 | 67,834.740 | 67,834.740 | 3.35 | 227,246.37 | |||
| 0030 | LIME | 00014M | MTON | 1,651.00 | 1,243.190 | 1,243.190 | 1,243.190 | 108.00 | 134,264.52 | |||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 16,590.00 | 16,133.000 | 13,372.140 | 13,372.140 | 32.39 | 433,123.61 | |||
| 0050 | TRAFFIC BOUND BASE | 00020M | MTON | 14.00 | 4,764.000 | 3,983.000 | 3,983.000 | 21.00 | 83,643.00 | |||
| 0060 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 82.00 | 82.000 | 347.470 | 347.470 | 69.17 | 24,034.49 | |||
| 0070 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | MTON | 3,213.00 | 3,320.650 | 5,104.320 | 5,104.320 | 39.00 | 199,068.48 | |||
| 0080 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | MTON | 25,436.00 | 25,436.000 | 28,136.470 | 28,136.470 | 34.87 | 981,118.70 | |||
| 0090 | CL3 ASPH BASE 19.0D PG76-22 | 00225M | MTON | 11,304.00 | 11,304.000 | 11,525.190 | 11,525.190 | 39.93 | 460,200.83 | |||
| 0100 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | MTON | 1,840.00 | 1,842.260 | 1,459.700 | 1,459.700 | 52.30 | 76,342.31 | |||
| 0110 | CL3 ASPH SURF 12.5A PG76-22 | 00332M | MTON | 6,212.00 | 6,212.000 | 6,368.130 | 6,368.130 | 50.33 | 320,507.98 | |||
| 0120 | ASPHALT CURING SEAL | 00358M | MTON | 156.00 | 156.000 | 112.980 | 112.980 | 300.33 | 33,931.28 | |||
| 0130 | ENTRANCE PIPE-375 MM | 00440M | M | 26.10 | 26.100 | 62.540 | 62.540 | 102.50 | 6,410.35 | |||
| 0140 | ENTRANCE PIPE-450 MM | 00441M | M | 15.00 | 15.000 | 0.000 | 0.000 | 163.00 | 0.00 | |||
| 0150 | CULVERT PIPE-750 MM | 00466M | M | 60.20 | 60.200 | 61.200 | 61.200 | 172.00 | 10,526.40 | |||
| 0160 | CULVERT PIPE-1200 MM | 00470M | M | 3.00 | 3.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0170 | CULVERT PIPE-1500 MM | 00472M | M | 72.90 | 72.900 | 72.900 | 72.900 | 499.00 | 36,377.10 | |||
| 0180 | STORM SEWER PIPE-300 MM | 00520M | M | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0190 | STORM SEWER PIPE-375 MM | 00521M | M | 1,401.90 | 1,403.900 | 1,310.590 | 1,310.590 | 151.00 | 197,899.09 | |||
| 0200 | STORM SEWER PIPE-450 MM | 00522M | M | 1,771.00 | 1,789.000 | 1,753.260 | 1,753.260 | 187.00 | 327,859.62 | |||
| 0210 | STORM SEWER PIPE-600 MM | 00524M | M | 865.40 | 865.400 | 799.410 | 799.410 | 176.50 | 141,095.86 | |||
| 0220 | STORM SEWER PIPE-750 MM | 00526M | M | 386.60 | 386.600 | 386.600 | 386.600 | 251.00 | 97,036.60 | |||
| 0230 | STORM SEWER PIPE-900 MM | 00528M | M | 323.90 | 323.900 | 334.740 | 334.740 | 309.00 | 103,434.66 | |||
| 0240 | STORM SEWER PIPE-1200 MM | 00530M | M | 1.00 | 1.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 0250 | SLOTTED DRAIN PIPE-375 MM | 00981M | M | 27.00 | 27.000 | 27.000 | 27.000 | 160.00 | 4,320.00 | |||
| 0260 | REMOVE PIPE | 01310M | M | 86.00 | 104.000 | 163.270 | 163.270 | 40.00 | 6,530.80 | |||
| 0270 | PLUG PIPE | 01314 | EACH | 16.00 | 16.000 | 1.000 | 1.000 | 465.00 | 465.00 | |||
| 0280 | SLOPED BOX OUTLET TY 1-375 MM | 01432M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,100.00 | 2,200.00 | |||
| 0290 | S & F BOX INLET-OUTLET-450 MM | 01450M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
| 0300 | S & F BOX INLET-OUTLET-600 MM | 01451M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0310 | S & F BOX INLET-OUTLET-750 MM | 01452M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0320 | CURB BOX INLET TYPE A | 01456 | EACH | 90.00 | 90.000 | 90.000 | 90.000 | 3,000.00 | 270,000.00 | |||
| 0330 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0340 | DROP BOX INLET TYPE 3 | 01496 | EACH | 29.00 | 30.000 | 29.000 | 29.000 | 3,300.00 | 95,700.00 | |||
| 0350 | DROP BOX INLET TYPE 11 | 01544 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 1,800.00 | 14,400.00 | |||
| 0360 | DROP BOX INLET TYPE 12 | 01547M | M | 14.80 | 14.800 | 14.200 | 14.200 | 1,000.00 | 14,200.00 | |||
| 0370 | DROP BOX INLET TYPE 13G | 01559 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 0380 | DROP BOX INLET TYPE 13S | 01568 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,700.00 | 11,100.00 | |||
| 0390 | DROP BOX INLET TYPE 16G | 01581 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0400 | REMOVE DROP BOX INLET | 01585 | EACH | 4.00 | 5.000 | 8.000 | 8.000 | 450.00 | 3,600.00 | |||
| 0410 | DROP BOX INLET TYPE 16S | 01587 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,300.00 | 6,600.00 | |||
| 0420 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
| 0430 | REMOVE CATCH BASIN | 01706 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
| 0440 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,600.00 | 4,800.00 | |||
| 0450 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0460 | REMOVE MANHOLE | 01787 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 0470 | ADJUST MANHOLE | 01792 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 0480 | STANDARD CURB AND GUTTER | 01810M | M | 5,519.00 | 5,792.750 | 5,621.090 | 5,621.090 | 48.00 | 269,812.32 | |||
| 0490 | REMOVE CURB AND GUTTER | 01812M | M | 56.00 | 56.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0500 | STANDARD INTEGRAL CURB | 01830M | M | 522.00 | 522.000 | 470.270 | 470.270 | 37.50 | 17,635.12 | |||
| 0510 | STANDARD HEADER CURB | 01875M | M | 596.00 | 596.000 | 534.650 | 534.650 | 60.00 | 32,079.00 | |||
| 0520 | BARRICADE-TYPE III | 02014 | EACH | 28.00 | 28.000 | 20.000 | 20.000 | 350.00 | 7,000.00 | |||
| 0530 | JPC PAVEMENT-275 MM | 02071M | SQ M | 5,922.00 | 5,922.000 | 6,069.840 | 6,069.840 | 67.20 | 407,893.24 | |||
| 0540 | JPC PAVEMENT-200 MM | 02084M | SQ M | 1,154.00 | 1,227.450 | 1,601.700 | 1,601.700 | 62.80 | 100,586.76 | |||
| 0550 | REMOVE PAVEMENT | 02091M | SQ M | 2,604.00 | 2,904.000 | 1,950.000 | 1,950.000 | 4.55 | 8,872.50 | |||
| 0560 | CEM CONC ENT PAVEMENT-200 MM | 02101M | SQ M | 2,491.00 | 2,491.000 | 2,885.710 | 2,885.710 | 50.00 | 144,285.50 | |||
| 0570 | PAVED DITCH TYPE 1 | 02157M | SQ M | 366.00 | 366.000 | 367.510 | 367.510 | 82.00 | 30,135.82 | |||
| 0590 | ROADWAY EXCAVATION | 02200M | CU M | 262,218.00 | 269,148.440 | 268,098.490 | 268,098.490 | 9.00 | 2,412,886.41 | |||
| 0600 | SPECIAL EXCAVATION | 02204M | CU M | 810.00 | 810.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0610 | GRANULAR EMBANKMENT | 02223M | CU M | 6,003.00 | 7,841.700 | 6,127.540 | 6,127.540 | 36.55 | 223,961.58 | |||
| 0620 | WATER | 02242M | CU M | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0630 | PEDESTRIAN GATE-CHAIN LINK | 02281 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 822.00 | 1,644.00 | |||
| 0640 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 309.00 | 309.000 | 310.550 | 310.550 | 51.62 | 16,030.59 | |||
| 0650 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 12.00 | 12.000 | 21.000 | 21.000 | 46.25 | 971.25 | |||
| 0660 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 3,021.00 | 21,147.00 | |||
| 0670 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 619.00 | 0.00 | |||
| 0680 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0690 | TEMPORARY GUARDRAIL | 02397M | M | 1,093.00 | 1,093.000 | 1,108.050 | 1,108.050 | 27.07 | 29,994.91 | |||
| 0700 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 75.00 | 1,950.00 | |||
| 0710 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 129.00 | 129.000 | 129.000 | 129.000 | 62.50 | 8,062.50 | |||
| 0720 | CAP CATCH BASIN | 02477M | SQ M | 3.00 | 3.000 | 5.830 | 5.830 | 875.00 | 5,101.25 | |||
| 0730 | CHANNEL LINING CLASS II | 02483M | MTON | 192.40 | 192.400 | 140.440 | 140.440 | 23.25 | 3,265.23 | |||
| 0740 | CHANNEL LINING CLASS III | 02484M | MTON | 222.20 | 222.200 | 30.850 | 30.850 | 24.75 | 763.53 | |||
| 0750 | CLEARING AND GRUBBING 49.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 206,000.00 | 206,000.00 | |||
| 0760 | CONCRETE-CLASS A FOR STEPS | 02551M | CU M | 3.00 | 3.810 | 3.810 | 3.810 | 1,400.00 | 5,334.00 | |||
| 0770 | CONCRETE-CLASS B | 02555M | CU M | 22.00 | 28.150 | 32.430 | 32.430 | 724.00 | 23,479.32 | |||
| 0780 | SIGNS | 02562M | SQ M | 377.00 | 377.000 | 160.977 | 160.977 | 89.00 | 14,326.95 | |||
| 0790 | EDGE KEY MODIFIED | 02585M | M | 90.10 | 90.100 | 120.000 | 120.000 | 44.46 | 5,335.20 | |||
| 0800 | FABRIC-GEOTEXTILE TYPE II | 02597M | SQ M | 31.00 | 31.000 | 55.550 | 55.550 | 10.00 | 555.50 | |||
| 0810 | FABRIC-GEOTEXTILE TYPE III | 02598M | SQ M | 491.00 | 491.000 | 513.200 | 513.200 | 1.75 | 898.10 | |||
| 0820 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 19,458.00 | 22,970.250 | 8,274.880 | 8,274.880 | 1.90 | 15,722.27 | |||
| 0830 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 66,204.00 | 66,204.000 | 3,512.250 | 3,512.250 | 1.90 | 6,673.27 | |||
| 0840 | HANDRAIL-TYPE A | 02619M | M | 26.00 | 26.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0850 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 54,500.00 | 54,500.00 | |||
| 0860 | DIVERSIONS (BY-PASS DETOURS) DIVERSION A | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,573.50 | 23,573.50 | |||
| 0870 | DIVERSIONS (BY-PASS DETOURS) DIVERSION B | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,463.60 | 5,463.60 | |||
| 0880 | DIVERSIONS (BY-PASS DETOURS) DIVERSION C | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,294.00 | 3,294.00 | |||
| 0890 | DIVERSIONS (BY-PASS DETOURS) DIVERSION D | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,067.60 | 26,067.60 | |||
| 0900 | DIVERSIONS (BY-PASS DETOURS) DIVERSION Z | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,537.20 | 1,537.20 | |||
| 0910 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,720.00 | 25,440.00 | |||
| 0920 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,721.17 | 2,721.17 | |||
| 0930 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 38.50 | 38.500 | 91.850 | 91.850 | 75.23 | 6,909.87 | |||
| 0940 | SAFELOADING | 02690M | CU M | 48.90 | 48.900 | 50.320 | 50.320 | 160.00 | 8,051.20 | |||
| 0950 | TEMPORARY SILT FENCE | 02701M | M | 599.00 | 2,599.000 | 2,635.660 | 2,635.660 | 8.60 | 22,666.67 | |||
| 0960 | SAND FOR BLOTTER | 02702M | MTON | 210.00 | 210.000 | 138.060 | 138.060 | 29.39 | 4,057.58 | |||
| 0970 | SILT TRAP TYPE A | 02703 | EACH | 17.00 | 38.000 | 33.000 | 33.000 | 375.00 | 12,375.00 | |||
| 0980 | SILT TRAP TYPE B | 02704 | EACH | 102.00 | 102.000 | 103.000 | 103.000 | 550.00 | 56,650.00 | |||
| 0990 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 51.00 | 76.000 | 68.000 | 68.000 | 100.00 | 6,800.00 | |||
| 1000 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 306.00 | 306.000 | 123.000 | 123.000 | 175.00 | 21,525.00 | |||
| 1010 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 1,797.00 | 1,797.000 | 828.700 | 828.700 | 2.50 | 2,071.75 | |||
| 1020 | SIDEWALK-100 MM CONCRETE | 02720M | SQ M | 8,963.00 | 8,984.000 | 9,343.450 | 9,343.450 | 31.80 | 297,121.71 | |||
| 1030 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 1040 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,650.00 | 0.00 | |||
| 1050 | JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 1060 | TEMPORARY SIGNAL | 04935 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 1070 | EROSION CONTROL BLANKET | 05950M | SQ M | 3,445.00 | 3,010.210 | 6,048.560 | 6,048.560 | 1.75 | 10,584.98 | |||
| 1080 | TEMPORARY MULCH | 05952M | SQ M | 200,000.00 | 200,000.000 | 85,457.900 | 85,457.900 | 0.14 | 11,964.10 | |||
| 1090 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 14,407.00 | 64,407.000 | 51,929.850 | 51,929.850 | 0.23 | 11,943.86 | |||
| 1100 | TOPDRESSING FERTILIZER | 05966M | MTON | 6.20 | 6.200 | 6.200 | 6.200 | 420.00 | 2,604.00 | |||
| 1110 | SEEDING AND PROTECTION | 05985M | SQ M | 112,521.00 | 119,351.000 | 135,238.460 | 135,238.460 | 0.29 | 39,219.15 | |||
| 1120 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 23,636.00 | 25,386.000 | 65,211.500 | 65,211.500 | 0.18 | 11,738.07 | |||
| 1130 | SODDING | 05990M | SQ M | 32,128.00 | 32,415.000 | 24,438.940 | 24,438.940 | 3.80 | 92,867.97 | |||
| 1140 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 22,470.00 | 40,470.000 | 60,033.760 | 60,033.760 | 0.65 | 39,021.94 | |||
| 1150 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 23,710.00 | 23,710.000 | 25,049.020 | 25,049.020 | 0.36 | 9,017.64 | |||
| 1160 | PAVE STRIPING REMOVAL-100 MM | 06530M | M | 1,454.00 | 2,754.000 | 8,386.060 | 8,386.060 | 2.85 | 23,900.27 | |||
| 1170 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 698.00 | 698.000 | 909.900 | 909.900 | 5.00 | 4,549.50 | |||
| 1180 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 756.00 | 756.000 | 1,116.000 | 1,116.000 | 5.00 | 5,580.00 | |||
| 1190 | PAVE MARKING-THERMO X-WALK-150 MM | 06565M | M | 931.00 | 931.000 | 1,141.850 | 1,141.850 | 6.88 | 7,855.92 | |||
| 1200 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | M | 174.00 | 174.000 | 284.900 | 284.900 | 17.00 | 4,843.30 | |||
| 1210 | PAVE MARKING-DOTTED LANE EXTEN | 06572M | M | 266.00 | 266.000 | 139.800 | 139.800 | 4.00 | 559.20 | |||
| 1220 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1230 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 86.00 | 86.000 | 82.000 | 82.000 | 81.22 | 6,660.04 | |||
| 1240 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 149.00 | 894.00 | |||
| 1250 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 288.00 | 288.000 | 265.000 | 265.000 | 17.90 | 4,743.50 | |||
| 1260 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 444.00 | 444.000 | 402.000 | 402.000 | 17.90 | 7,195.80 | |||
| 1270 | CROSS VANE | 07551 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 6,425.00 | 19,275.00 | |||
| 1280 | CONCRETE-CLASS A | 08100M | CU M | 42.70 | 42.700 | 31.155 | 31.155 | 1,140.00 | 35,516.70 | |||
| 1290 | STEEL REINFORCEMENT | 08150M | KG | 820.20 | 820.200 | 914.100 | 914.100 | 2.00 | 1,828.20 | |||
| 1300 | CHAIN LINK FENCE-1.8 M | 08711M | M | 488.00 | 488.000 | 488.000 | 488.000 | 61.85 | 30,182.80 | |||
| 1310 | RED OAK | 20005ES724 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 19.50 | 58.50 | |||
| 1330 | CONSTRUCTED RIFFLES | 20227MD | SQ M | 150.00 | 150.000 | 278.070 | 278.070 | 47.90 | 13,319.55 | |||
| 1340 | LIVE STAKES | 20231MD | EACH | 3,100.00 | 3,100.000 | 700.000 | 700.000 | 4.95 | 3,465.00 | |||
| 1350 | STEP POOL | 20232MD | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,131.81 | 0.00 | |||
| 1360 | GREEN ASH | 20235MS724 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 19.50 | 78.00 | |||
| 1370 | SILKY DOGWOOD | 20237MS724 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 16.25 | 162.50 | |||
| 1380 | BUTTONBUSH | 20239MS724 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 16.25 | 48.75 | |||
| 1390 | SILT TRAP TYPE C | 20496NS843 | EACH | 125.00 | 108.000 | 102.000 | 102.000 | 400.00 | 40,800.00 | |||
| 1400 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 375.00 | 148.000 | 30.000 | 30.000 | 100.00 | 3,000.00 | |||
| 1410 | PIN OAK | 20511NS724 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 19.50 | 97.50 | |||
| 1420 | BLACK-EYED SUSAN | 20565NS724 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 19.50 | 0.00 | |||
| 1430 | FLOWERING DOGWOOD | 20566NS724 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 16.25 | 162.50 | |||
| 1440 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 1450 | SYCAMORE TREE | 20683NS724 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 19.50 | 156.00 | |||
| 1460 | BICYCLE LANE LAYOUT | 21006EN | EACH | 125.00 | 125.000 | 66.000 | 66.000 | 200.00 | 13,200.00 | |||
| 1470 | BOULDER BANK | 21007ED | CU M | 15.00 | 15.000 | 23.870 | 23.870 | 448.54 | 10,706.64 | |||
| 1480 | POOL AND RIFFLE EXCAVATION | 21008MN | CU M | 192.00 | 192.000 | 159.530 | 159.530 | 27.07 | 4,318.47 | |||
| 1490 | ANNUAL RYEGRASS | 21009MS724 | KG | 5.00 | 5.000 | 0.910 | 0.910 | 1.46 | 1.32 | |||
| 1500 | TIOGA DEERTONGUE | 21010MS724 | KG | 9.00 | 9.000 | 1.360 | 1.360 | 55.96 | 76.10 | |||
| 1510 | BROOM SEDGE | 21011MS724 | KG | 5.00 | 0.000 | 0.000 | 0.000 | 182.25 | 0.00 | |||
| 1520 | FOX SEDGE | 21012MS724 | KG | 13.00 | 13.000 | 1.810 | 1.810 | 59.15 | 107.06 | |||
| 1530 | FOUL MANNAGRASS | 21013MS724 | KG | 5.00 | 0.000 | 0.000 | 0.000 | 383.68 | 0.00 | |||
| 1540 | SOFT RUSH | 21014MS724 | KG | 9.00 | 9.000 | 1.360 | 1.360 | 204.62 | 278.28 | |||
| 1550 | NEW ENGLAND ASHER | 21015MS724 | KG | 7.00 | 7.000 | 0.910 | 0.910 | 316.54 | 288.05 | |||
| 1560 | TURTLE HEAD | 21016MS724 | KG | 9.00 | 0.000 | 0.000 | 0.000 | 1,598.63 | 0.00 | |||
| 1570 | OHIO SPIDER WORF | 21017MS724 | KG | 9.00 | 9.000 | 1.360 | 1.360 | 447.62 | 608.76 | |||
| 1580 | MARSH MARIGOLD | 21018MS724 | KG | 3.00 | 0.000 | 0.000 | 0.000 | 1,854.41 | 0.00 | |||
| 1590 | PURPLE JOE PYE WEED | 21019MS724 | KG | 7.00 | 7.000 | 1.180 | 1.180 | 959.18 | 1,131.83 | |||
| 1600 | BEGGER TICKS | 21020MS724 | KG | 3.00 | 3.000 | 0.450 | 0.450 | 207.83 | 93.52 | |||
| 1610 | SILKY WILLOW | 21021ES724 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 16.25 | 162.50 | |||
| 1620 | STREAMCO WILLOW | 21022ES724 | EACH | 8.00 | 8.000 | 14.000 | 14.000 | 16.25 | 227.50 | |||
| 1630 | PUSSY WILLOW | 21023ES724 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 16.25 | 81.25 | |||
| 1640 | RED-OSIER DOGWOOD | 21024ES724 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 16.25 | 97.50 | |||
| 1650 | YELLOW BIRCH | 21025ES724 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 19.50 | 97.50 | |||
| 1660 | KENTON COUNTY ROLL CURB AND GUTTER | 21026ED | M | 474.00 | 300.250 | 234.970 | 234.970 | 55.00 | 12,923.35 | |||
| 1670 | KENTON COUNTY INEGRAL CURB | 21027ED | M | 185.00 | 185.000 | 223.460 | 223.460 | 37.50 | 8,379.75 | |||
| 1680 | TEMPORARY DRAINAGEWAYS | 21028ED | M | 2,775.00 | 2,775.000 | 1,940.000 | 1,940.000 | 11.00 | 21,340.00 | |||
| 1690 | MAILBOXES | 21029EC | EACH | 34.00 | 34.000 | 45.000 | 45.000 | 260.00 | 11,700.00 | |||
| 2980 | DOUBLE KENTON CATCH BASIN | 21030ED | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 3,500.00 | 52,500.00 | |||
| 2990 | PERFORATED PIPE-100 MM | 01000M | M | 6,241.50 | 6,521.500 | 6,395.420 | 6,395.420 | 14.61 | 93,437.08 | |||
| 3000 | NON-PERFORATED PIPE-100 MM | 01010M | M | 49.00 | 49.000 | 221.200 | 221.200 | 30.40 | 6,724.48 | |||
| 8000 | EW~ 450 MM CORE HOLE | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 295.20 | 295.20 | |||
| 8001 | STORM SEWER PIPE-1800 MM EQUIV | 00564M | M | 0.00 | 3.700 | 3.700 | 3.700 | 1,371.00 | 5,072.70 | |||
| 8002 | STORM SEWER PIPE-300 MM TEMPORARY | 00520M | M | 0.00 | 80.000 | 80.000 | 80.000 | 35.14 | 2,811.20 | |||
| 8007 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 455.00 | 0.00 | |||
| 8008 | EW~ SEWER DAMAGE P#22 | 10098NX | DOLL | 0.00 | 2,575.350 | 2,575.000 | 2,575.000 | 1.00 | 2,575.00 | |||
| 8010 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 36,587.320 | 36,587.320 | 36,587.320 | 1.00 | 36,587.32 | |||
| 8011 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 320,239.530 | 320,239.530 | 320,239.530 | 1.00 | 320,239.53 | |||
| 8014 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 13,209.820 | 14,238.122 | 14,238.122 | 1.00 | 14,238.12 | |||
| 8015 | HANDRAIL-TYPE A-2 HANDRAIL-TYPE A-2 | 02612M | M | 0.00 | 172.260 | 172.260 | 172.260 | 217.19 | 37,413.14 | |||
| 8016 | GRASS SEEDING SWITCHGRASS | 21287MD | KG | 0.00 | 0.908 | 0.908 | 0.908 | 182.25 | 165.48 | |||
| 8017 | GRASS SEEDING LITTLE BLUE STEM | 21287MD | KG | 0.00 | 0.918 | 0.918 | 0.918 | 383.68 | 352.21 | |||
| 8018 | GRASS SEEDING BIG BLUE STEM | 21287MD | KG | 0.00 | 1.362 | 1.362 | 1.362 | 1,598.63 | 2,177.33 | |||
| 8019 | GRASS SEEDING BLACK EYED SUSAN | 21287MD | KG | 0.00 | 1.362 | 1.362 | 1.362 | 1,854.41 | 2,525.70 | |||
| 8020 | EROSION CONTROL BLANKET (SPECIAL) | 21555MN | SQ M | 0.00 | 434.790 | 434.790 | 434.790 | 6.41 | 2,787.00 | |||
| 8021 | ROADWAY EXCAVATION MODIFIED | 02200M | CU M | 0.00 | 2,050.000 | 2,050.000 | 2,050.000 | 37.16 | 76,178.00 | |||
| 8022 | MOBILIZATION MODIFIED | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8023 | MAINTAIN & CONTROL TRAFFIC Lily Drive | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 8026 | HANDRAIL-TYPE A-3 | 02613M | M | 0.00 | 8.000 | 8.000 | 8.000 | 258.36 | 2,066.88 | |||
| 8027 | GRADE & DRAIN Industrial Rd - Radius Revision | 09994E03 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 20,547.45 | 20,547.45 | |||
| 8028 | COST PLUS WORK DBI @ Car Wash & Perf Pipe Underdrain @ Industrial | 10080NSD | DOLL | 0.00 | 14,765.080 | 14,765.080 | 14,765.080 | 1.00 | 14,765.08 | |||
| 8029 | PAVE MARKING THERMO-BIKE Arrow | 20782NS714 | EACH | 0.00 | 68.000 | 68.000 | 68.000 | 99.75 | 6,783.00 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0002 GAS | |||||||
| 1700 | TIE-IN 50 MM | 03463M | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 1710 | TIE-IN 100 MM | 03464M | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1720 | TIE-IN 150 MM | 03466M | EACH | 14.00 | 14.000 | 6.000 | 6.000 | 3,000.00 | 18,000.00 | |||
| 1730 | TIE-IN 200 MM | 03468M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 1740 | GAS MAIN 50MM PL INSTALL | 20838MD | M | 58.00 | 58.000 | 79.190 | 79.190 | 37.70 | 2,985.46 | |||
| 1750 | GAS MAIN 100MM PL INSTALL | 20839MD | M | 156.00 | 156.000 | 158.360 | 158.360 | 58.57 | 9,275.14 | |||
| 1760 | GAS MAIN 150MM PL INSTALL | 20840MD | M | 2,513.00 | 2,513.000 | 2,639.741 | 2,639.741 | 70.11 | 185,072.24 | |||
| 1770 | GAS MAIN 200MM PL INSTALL | 20841MD | M | 114.00 | 114.000 | 108.240 | 108.240 | 100.30 | 10,856.47 | |||
| 1780 | EXCAVATE TRENCH AND LOWER STEEL GAS MAIN | 20842MD | M | 60.00 | 60.000 | 87.000 | 87.000 | 47.00 | 4,089.00 | |||
| 1790 | VALVE ASSEMBLY 150MM INSTALL | 20843MD | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 1800 | VALVE ASSEMBLY 80MM PL INSTALL | 20844MD | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1810 | VALVE ASSEMBLY 100MM PL INSTALL | 20845MD | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1820 | VALVE ASSEMBLY 100MM PL INSTALL | 20845MD | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1830 | SERVICE PIPING LONG-SIDE M-C INST 25MM | 20846MD | EACH | 18.00 | 18.000 | 16.000 | 16.000 | 450.00 | 7,200.00 | |||
| 1840 | SERVICE PIPING SHORT-SIDE M-C INST 25MM | 20847MD | EACH | 14.00 | 14.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
| 1850 | SERVICE PIPING LONG-SIDE M-C INST 50MM | 20848MD | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1870 | SERVICE PIPING SHORT-SIDE M-C INST 80MM | 20849MD | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1880 | SERVICE PIPING SHORT-SIDE M-C INST 100MM | 20850MD | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 2970 | GAS UTILITY COORDINATION | 20818ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 123,000.00 | 123,000.00 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0003 SEWER | |||||||
| 1890 | STEEL ENCASEMENT PIPE-400 MM | 01073M | M | 14.00 | 17.050 | 17.050 | 17.050 | 282.15 | 4,810.65 | |||
| 1900 | DUCTILE IRON PIPE-100 MM | 01091M | M | 14.00 | 14.000 | 24.080 | 24.080 | 379.05 | 9,127.52 | |||
| 1910 | DUCTILE IRON PIPE-150 MM | 01093M | M | 13.00 | 13.000 | 0.000 | 0.000 | 369.55 | 0.00 | |||
| 1920 | DUCTILE IRON PIPE-200 MM | 01095M | M | 986.00 | 971.300 | 979.240 | 979.240 | 346.75 | 339,551.47 | |||
| 1930 | DUCTILE IRON PIPE-300 MM | 01099M | M | 128.00 | 128.000 | 127.600 | 127.600 | 346.75 | 44,245.30 | |||
| 1940 | PLUG PIPE | 01314 | EACH | 13.00 | 13.000 | 5.000 | 5.000 | 95.00 | 475.00 | |||
| 1950 | FILL AND CAP MANHOLE | 01786 | EACH | 28.00 | 28.000 | 19.000 | 19.000 | 522.50 | 9,927.50 | |||
| 1960 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 237.50 | 950.00 | |||
| 1970 | SANITARY SEWER MANHOLE | 01799 | EACH | 55.00 | 54.000 | 55.000 | 55.000 | 3,325.00 | 182,875.00 | |||
| 1980 | SAFELOADING | 02690M | CU M | 40.00 | 40.000 | 31.910 | 31.910 | 142.50 | 4,547.17 | |||
| 1990 | TEMPORARY SILT FENCE | 02701M | M | 472.00 | 472.000 | 0.000 | 0.000 | 14.25 | 0.00 | |||
| 2000 | PVC PIPE-100 MM FORCE MAIN | 03383M | M | 137.00 | 137.000 | 137.000 | 137.000 | 89.30 | 12,234.10 | |||
| 2010 | PVC PIPE-100 MM SDR 35 | 03383M | M | 6.00 | 6.000 | 94.280 | 94.280 | 237.50 | 22,391.50 | |||
| 2020 | PVC PIPE-200 MM | 03387M | M | 959.00 | 959.000 | 1,070.350 | 1,070.350 | 144.40 | 154,558.54 | |||
| 2030 | PVC PIPE-300 MM | 03391M | M | 252.00 | 252.000 | 223.600 | 223.600 | 173.85 | 38,872.86 | |||
| 2040 | CONCRETE ENCASEMENT 300 MM PIPE | 20057MS601 | M | 3.00 | 3.000 | 3.000 | 3.000 | 380.00 | 1,140.00 | |||
| 2050 | CONCRETE ENCASEMENT 400 MM PIPE | 20057MS601 | M | 12.00 | 12.000 | 6.200 | 6.200 | 356.25 | 2,208.75 | |||
| 2060 | DROP MANHOLE | 20240MS408 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,275.00 | 4,275.00 | |||
| 2070 | BENDS 100MM FOR PVC PIPE | 20832ND | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 190.00 | 1,140.00 | |||
| 2080 | REPLACE MANHOLE | 20833ND | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 4,750.00 | 19,000.00 | |||
| 2090 | CLEANOUT PVC PIPE 200 MM | 20834MD | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 285.00 | 285.00 | |||
| 2100 | TEE 200MM X 100MM | 20835MD | EACH | 18.00 | 18.000 | 23.000 | 23.000 | 71.25 | 1,638.75 | |||
| 2110 | CASING SPACERS | 20836MD | EACH | 13.00 | 16.000 | 15.000 | 15.000 | 95.00 | 1,425.00 | |||
| 2120 | RUBBER END SEAL FOR 400MM CASING PIPE | 20837MD | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 71.25 | 285.00 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0004 WATER | |||||||
| 2130 | DUCTILE IRON PIPE-150 MM | 01093M | M | 122.00 | 122.000 | 214.170 | 214.170 | 152.00 | 32,553.84 | |||
| 2140 | DUCTILE IRON PIPE-200 MM | 01095M | M | 675.00 | 675.000 | 629.280 | 629.280 | 187.15 | 117,769.75 | |||
| 2150 | DUCTILE IRON PIPE-300 MM | 01099M | M | 3,232.00 | 3,232.000 | 3,237.340 | 3,237.340 | 168.15 | 544,358.72 | |||
| 2160 | COPPER PIPE-19 MM | 03360M | M | 710.00 | 710.000 | 823.280 | 823.280 | 71.25 | 58,658.70 | |||
| 2170 | COPPER PIPE-25 MM | 03361M | M | 152.00 | 152.000 | 243.820 | 243.820 | 77.90 | 18,993.57 | |||
| 2180 | COPPER PIPE-38 MM | 03362M | M | 5.00 | 5.000 | 0.000 | 0.000 | 80.75 | 0.00 | |||
| 2190 | COPPER PIPE-50 MM | 03363M | M | 76.00 | 76.000 | 127.260 | 127.260 | 142.50 | 18,134.55 | |||
| 2200 | ADJUST WATER VALVE | 03425 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 71.25 | 498.75 | |||
| 2210 | ADJUST FIRE HYDRANT | 03426 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 855.00 | 0.00 | |||
| 2220 | ADJUST WATER METER | 03427 | EACH | 7.00 | 7.000 | 10.000 | 10.000 | 261.25 | 2,612.50 | |||
| 2230 | RELOCATE WATER METER | 03431 | EACH | 36.00 | 36.000 | 54.000 | 54.000 | 475.00 | 25,650.00 | |||
| 2240 | RELOCATE FIRE HYDRANT | 03433 | EACH | 20.00 | 20.000 | 19.000 | 19.000 | 1,235.00 | 23,465.00 | |||
| 2250 | RECONNECT SERVICE | 03437 | EACH | 46.00 | 46.000 | 61.000 | 61.000 | 95.00 | 5,795.00 | |||
| 2260 | RECONNECT TO MAIN | 03438 | EACH | 45.00 | 45.000 | 54.000 | 54.000 | 95.00 | 5,130.00 | |||
| 2270 | AIR RELEASE VALVE | 03495 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 855.00 | 1,710.00 | |||
| 2280 | GATE VALVE-150 MM | 03526M | EACH | 27.00 | 27.000 | 28.000 | 28.000 | 760.00 | 21,280.00 | |||
| 2290 | GATE VALVE-200 MM | 03528M | EACH | 8.00 | 8.000 | 11.000 | 11.000 | 950.00 | 10,450.00 | |||
| 2300 | GATE VALVE-300 MM | 03532M | EACH | 34.00 | 34.000 | 36.000 | 36.000 | 1,710.00 | 61,560.00 | |||
| 2310 | CONCRETE ENCASEMENT | 20057MS601 | M | 40.00 | 40.000 | 40.000 | 40.000 | 266.00 | 10,640.00 | |||
| 2320 | TEST TAP | 20058MC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 118.75 | 237.50 | |||
| 2330 | RELOCATE INTERNAL METER PIT PIPING | 20830ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,565.00 | 7,695.00 | |||
| 2340 | ANCHOR TEE AND BLOCK 200 X 200 X 150 MM | 20851MD | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 261.25 | 1,045.00 | |||
| 2350 | ANCHOR TEE AND BLOCK 300 X 300 X 150MM | 20852MD | EACH | 18.00 | 18.000 | 14.000 | 14.000 | 380.00 | 5,320.00 | |||
| 2360 | TEE AND BLOCK 200 X 200 X 200MM | 20853MD | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 261.25 | 261.25 | |||
| 2370 | TEE AND BLOCK 300 X 300 X 150MM | 20854MD | EACH | 4.00 | 4.000 | 9.000 | 9.000 | 380.00 | 3,420.00 | |||
| 2380 | TEE AND BLOCK 300 X 300 X 200MM | 20855MD | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 403.75 | 3,633.75 | |||
| 2390 | TEE AND BLOCK 300 X 300 X 300MM | 20856MD | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 522.50 | 4,702.50 | |||
| 2400 | BEND AND BLOCK 150MM | 20857MD | EACH | 26.00 | 26.000 | 24.000 | 24.000 | 261.25 | 6,270.00 | |||
| 2410 | BEND AND BLOCK 200MM | 20858MD | EACH | 18.00 | 18.000 | 20.000 | 20.000 | 285.00 | 5,700.00 | |||
| 2420 | BEND AND BLOCK 300MM | 20859MD | EACH | 32.00 | 32.000 | 29.000 | 29.000 | 380.00 | 11,020.00 | |||
| 2430 | REDUCER 200MM X 150MM | 20860MD | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 237.50 | 950.00 | |||
| 2440 | REDUCER 300MM X 150MM | 20861MD | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 332.50 | 332.50 | |||
| 2460 | CONNECT TO 600MM | 20863MD | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,600.00 | 15,200.00 | |||
| 2470 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,800.00 | 11,400.00 | |||
| 2480 | WATER METER PIT BOX | 20866ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 14,250.00 | 42,750.00 | |||
| 2490 | ROTATE EXISTING TEE 600 X 600 X 300MM | 20867ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,612.50 | 2,612.50 | |||
| 2500 | LOWER EXISTING WATER MAIN 600MM | 20868MD | M | 56.00 | 56.000 | 47.980 | 47.980 | 760.00 | 36,464.80 | |||
| 2510 | COPPER SERVICE SPLIT | 20869ND | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 118.75 | 356.25 | |||
| 2520 | CONNECT TO 150MM MAIN | 21032ND | EACH | 13.00 | 13.000 | 14.000 | 14.000 | 1,900.00 | 26,600.00 | |||
| 2530 | CONNECT TO 200MM MAIN | 21033ND | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 2,090.00 | 12,540.00 | |||
| 2540 | CONNECT TO 300MM MAIN | 21034ND | EACH | 14.00 | 14.000 | 11.000 | 11.000 | 2,660.00 | 29,260.00 | |||
| 2550 | PLUG AND BLOCK 200MM | 21035ND | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 237.50 | 1,425.00 | |||
| 2560 | PLUG AND BLOCK 300MM | 21036ND | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 332.50 | 1,662.50 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0006 SIGNAL | |||||||
| 2570 | CONDUIT-31 MM | 04793M | M | 108.00 | 108.000 | 167.900 | 167.900 | 18.24 | 3,062.49 | |||
| 2580 | CONDUIT-50 MM | 04795M | M | 48.00 | 48.000 | 56.080 | 56.080 | 33.10 | 1,856.24 | |||
| 2590 | JUNCTION BOX TYPE B | 04811 | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 312.00 | 3,120.00 | |||
| 2600 | TRENCHING AND BACKFILLING | 04820M | M | 156.00 | 156.000 | 47.970 | 47.970 | 11.45 | 549.25 | |||
| 2610 | LOOP WIRE | 04830M | M | 1,575.00 | 1,575.000 | 2,100.750 | 2,100.750 | 0.43 | 903.32 | |||
| 2620 | CABLE-NO. 14/5C | 04844M | M | 1,941.00 | 1,941.000 | 2,260.500 | 2,260.500 | 2.69 | 6,080.74 | |||
| 2630 | CABLE-NO. 14/7C | 04845M | M | 85.00 | 85.000 | 98.170 | 98.170 | 2.84 | 278.80 | |||
| 2640 | CABLE-NO. 14/1 PAIR | 04850M | M | 1,337.00 | 1,337.000 | 1,436.200 | 1,436.200 | 2.70 | 3,877.74 | |||
| 2650 | SIGNAL PEDESTAL | 04882 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 543.00 | 1,086.00 | |||
| 2660 | MESSENGER-48.0 KN | 04885M | M | 512.00 | 632.000 | 635.760 | 635.760 | 4.30 | 2,733.76 | |||
| 2670 | LOOP SAW SLOT AND FILL | 04895M | M | 736.00 | 736.000 | 713.660 | 713.660 | 33.70 | 24,050.34 | |||
| 2680 | PEDESTRIAN DETECTOR | 04900 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 203.00 | 5,684.00 | |||
| 2690 | SIGNAL-3 SECTION 305 MM | 04912M | EACH | 31.00 | 31.000 | 31.000 | 31.000 | 763.00 | 23,653.00 | |||
| 2700 | SIGNAL-5 SECTION 305 MM | 04914M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,179.00 | 2,358.00 | |||
| 2710 | SIGNAL-PEDESTRIAN | 04916 | EACH | 28.00 | 28.000 | 23.000 | 23.000 | 640.00 | 14,720.00 | |||
| 2720 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,800.00 | 7,200.00 | |||
| 2730 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 16.00 | 20.000 | 20.000 | 20.000 | 1,800.00 | 36,000.00 | |||
| 2740 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 2750 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 8003 | CABLE-NO. 14/3C | 04842M | M | 0.00 | 114.000 | 44.000 | 44.000 | 4.17 | 183.48 | |||
| 8004 | SIGNAL-305 MM | 04911M | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 346.72 | 1,386.88 | |||
| 8005 | BEACON CONTROLLER-2 CIRCUIT | 04930 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,001.75 | 4,003.50 | |||
| 8006 | COST PLUS WORK REMOVE SIGNAL EQUIPMENT | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,081.94 | 1,081.94 | |||
| 8009 | REMOVE POLE | 04939 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 325.00 | 650.00 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0007 BRIDGE - ALT 1 | |||||||
| 2780 | CAST IN PLACE BOX CULVERT 90+024 | 21038ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0008 BRIDGE - ALT 2 | |||||||
| 2810 | CAST IN PLACE BOX CULVERT 80+024.25 | 21038ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 225,800.00 | 225,800.00 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0009 BRIDGE | |||||||
| 2820 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 648.10 | 648.100 | 250.130 | 250.130 | 65.00 | 16,258.45 | |||
| 2830 | FOUNDATION PREPARATION 13+121 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,822.00 | 15,822.00 | |||
| 2840 | CONCRETE-CLASS A | 08100M | CU M | 400.30 | 400.300 | 345.430 | 345.430 | 410.00 | 141,626.30 | |||
| 2850 | STEEL REINFORCEMENT | 08150M | KG | 21,391.00 | 21,391.000 | 19,925.400 | 19,925.400 | 1.75 | 34,869.45 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0010 BRIDGE | |||||||
| 2860 | MASONRY COATING | 02998M | SQ M | 122.50 | 122.500 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 2870 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 10.00 | 10.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 2880 | FOUNDATION PREPARATION 12+109.75 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,655.00 | 5,655.00 | |||
| 2890 | RETAINING WALL | 08018M | SQ M | 540.00 | 540.000 | 540.000 | 540.000 | 518.00 | 279,720.00 | |||
| 2900 | HANDRAIL-METAL | 08256M | M | 171.50 | 171.500 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0011 BRIDGE | |||||||
| 2910 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 33.00 | 33.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 2920 | FOUNDATION PREPARATION 74+935.9 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,990.00 | 8,990.00 | |||
| 2930 | CONCRETE-CLASS A | 08100M | CU M | 190.90 | 190.900 | 190.096 | 190.096 | 410.00 | 77,939.36 | |||
| 2940 | STEEL REINFORCEMENT | 08150M | KG | 13,027.00 | 13,027.000 | 13,027.000 | 13,027.000 | 1.75 | 22,797.25 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0012 DEMOBILIZATION | |||||||
| 2950 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 289,800.00 | 289,800.00 | |||
| 2960 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.030 | 0.970 | 1.000 | 217,000.00 | 6,510.00 | 217,000.00 | |
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0013 FUEL & ASPHALT ADJUSTMENT NON PARTICIPATING | |||||||
| 8012 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 1,344.980 | 1,344.980 | 1,344.980 | 1.00 | 1,344.98 | |||
| 8013 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | DOLL | 0.00 | 9,158.930 | 9,158.930 | 9,158.930 | 1.00 | 9,158.93 | |||
| Project | DE05913030542 | Fed/State Project Number | STPM 8122 (21) | Category | 0014 NON PARTICIPATING FHWA FY09 | |||||||
| 8024 | FUEL ADJUSTMENT NON PARTICIPATING FY09 | 10020NS | DOLL | 0.00 | 52,925.070 | 52,925.070 | 52,925.070 | 1.00 | 52,925.07 | |||
| 8025 | ASPHALT ADJUSTMENT NON PARTICIPATING FY09 | 10030NS | DOLL | 0.00 | 21,339.640 | 21,339.640 | 21,339.640 | 1.00 | 21,339.64 | |||
| SUBTOT | $6,510.00 |
$15,108,546.49 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2650-1-0I |
SIGNAL PEDESTAL | EACH |
1.00 | 0020 | $222.60000 | $211.47 | ||||||
2680-1-0I |
PEDESTRIAN DETECTOR | EACH |
28.00 | 0020 | $125.080000 | $3,327.13 | ||||||
2690-1-0I |
SIGNAL-3 SECTION 305 MM | EACH |
31.00 | 0020 | $501.380000 | $14,765.56 | ||||||
2700-1-0I |
SIGNAL-5 SECTION 305 MM | EACH |
2.00 | 0020 | $877.680000 | $1,667.59 | ||||||
2710-1-0I |
SIGNAL PEDESTRIAN | EACH |
28.00 | 0020 | $389.020000 | $10,347.93 | ||||||
2680-1-0A |
PEDESTRIAN DETECTOR | EACH |
4.00 | 0031 | $125.080000 | $-475.30 | ||||||
2690-1-0A |
SIGNAL-3 SECTION 305 MM | EACH |
8.00 | 0031 | $501.380000 | $-3,810.47 | ||||||
2700-1-0A |
SIGNAL-5 SECTION 305 MM | EACH |
1.00 | 0031 | $877.680000 | $-833.80 | ||||||
2710-1-0A |
SIGNAL PEDESTRIAN | EACH |
4.00 | 0031 | $389.020000 | $-1,478.28 | ||||||
2680-1-0A |
PEDESTRIAN DETECTOR | EACH |
4.00 | 0044 | $125.080000 | $-475.30 | ||||||
2690-1-0A |
SIGNAL-3 SECTION 305 MM | EACH |
5.00 | 0044 | $501.380000 | $-2,381.54 | ||||||
2700-1-0A |
SIGNAL-5 SECTION 305 MM | EACH |
1.00 | 0044 | $877.680000 | $-833.80 | ||||||
2710-1-0A |
SIGNAL PEDESTRIAN | EACH |
4.00 | 0044 | $389.020000 | $-1,478.28 | ||||||
2690-1-0A |
SIGNAL-3 SECTION 305 MM | EACH |
9.00 | 0047 | $501.380000 | $-4,286.78 | ||||||
2680-1-0A |
PEDESTRIAN DETECTOR | EACH |
6.00 | 0049 | $125.080000 | $-712.96 | ||||||
2710-1-0A |
SIGNAL PEDESTRIAN | EACH |
6.00 | 0049 | $389.020000 | $-2,217.41 | ||||||
2650-1-0A |
SIGNAL PEDESTAL | EACH |
1.00 | 0050 | $222.600000 | $-211.47 | ||||||
2680-1-0A |
PEDESTRIAN DETECTOR | EACH |
6.00 | 0050 | $125.080000 | $-712.96 | ||||||
2710-1-0A |
SIGNAL PEDESTRIAN | EACH |
1.00 | 0050 | $389.020000 | $-369.57 | ||||||
2680-1-0A |
PEDESTRIAN DETECTOR | EACH |
8.00 | 0056 | $125.080000 | $-950.61 | ||||||
2690-1-0A |
SIGNAL-3 SECTION 305 MM | EACH |
9.00 | 0056 | $501.380000 | $-4,286.78 | ||||||
2710-1-0A |
SIGNAL PEDESTRIAN | EACH |
8.00 | 0056 | $389.020000 | $-2,956.55 | ||||||
2710-10C |
SIGNAL PEDESTRIAN | EACH |
0.00 | 0078 | $369.568929 | $-1,847.84 | ||||||
| SUBTOT | $-0.02 |
|||||||||||