|
Report_Id: 111045 Est NO 0044 |
Date:11/14/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111045 | Estimate Number | 0044 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06340) Hendrix, Nicholas W. | ||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | ADDR SN 1 VC Code VC0000095238 | |||||
| 460 SHORELAND DRIVE | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 10/18/2013 TO 10/31/2013 | ||||||
| Date Approved | 11/14/2013 | ||||||
| Primary Proj Number | DE05900161145 | ||||||
| Project No. | JL04 059 0016 012-013 | ||||||
| Primary County | KENTON | ||||||
| Name of Road | TAYLOR MILL ROAD (KY 16) | ||||||
| Description | RECONSTRUCT KY 16 FROM BLACKSTONE COURT TO I-275 | ||||||
| Date Let | 10/21/2011 | Formal Acceptance | |||||
| Date Awarded | 10/31/2011 | Date Work Began | 12/08/2011 | ||||
| Date Contract Executed | 11/15/2011 | Open To Traffic | |||||
| Date NTP Issued | 11/15/2011 | Actual Completion Date | |||||
| Current Contract Amount | $8,259,524.66 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,819,813.50 |
Total Earnings | $7,519,590.75 |
$7,510,006.35 |
$9,584.40 |
|
| Percent Complete | 91.04 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $739,933.91 |
Gross Earnings | $7,519,590.75 |
$7,510,006.35 |
$9,584.40 |
|
| Total Change Orders | $439,711.16 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,519,590.75 |
$7,510,006.35 |
$9,584.40 |
|||
| Contract Id | 111045 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0044 | Project Number | JL04 059 0016 012-013 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | Period | 10/18/2013 TO 10/31/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Portable Changeable Message Sign Addition | Approved | 04/09/2012 | $25,500.00 | 1.0 | |||||
| 002 | Change to Maintenance of Traffic Plans | Approved | 08/02/2012 | $0.00 | 0.0 | |||||
| 003 | Barricade Type III | Approved | 08/10/2012 | $5,280.00 | 1.0 | |||||
| 004 | Addition of Right Turn Lane from SB KY 16 to Honey Road | Approved | 11/07/2012 | $22,207.40 | 4.0 | |||||
| 005 | Pvmnt Ramp A & B, Undercut, Temp Tape, Curing Seal & Signs | Approved | 11/27/2012 | $197,651.36 | 5.0 | |||||
| 006 | Edge Drains and Traffic Signal at KY-16 and Ramp B | Approved | 10/17/2013 | $189,072.40 | 11.0 | |||||
| 008 | Liquidated Damages Override | Approved | 09/26/2012 | $0.00 | 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 |
||
| Contract Id | 111045 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05900161145 | ||||||
| Estimate Nbr | 0044 | Period | 10/18/2013 TO 10/31/2013 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | |||||||||
| Project | DE05900161145 | Fed/State Project Number | JL04 059 0016 012-013 | 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 | 23,450.00 | 24,650.000 | 25,826.580 | 25,826.580 | 16.37 | 422,781.11 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 43,449.00 | 43,449.000 | 32,989.000 | 32,989.000 | 4.46 | 147,130.94 | |||
| 0030 | LIME | 00014 | TON | 790.00 | 790.000 | 471.110 | 471.110 | 135.30 | 63,741.18 | |||
| 0040 | TRAFFIC BOUND BASE | 00020 | TON | 1,048.00 | 1,048.000 | 636.760 | 636.760 | 19.00 | 12,098.44 | |||
| 0050 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 6,130.00 | 6,130.000 | 3,733.660 | 3,733.660 | 21.34 | 79,676.30 | |||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,919.00 | 4,119.000 | 2,953.400 | 2,953.400 | 21.44 | 63,320.89 | |||
| 0070 | ASPHALT SEAL AGGREGATE | 00100 | TON | 22.30 | 22.300 | 33.750 | 33.750 | 104.95 | 3,542.06 | |||
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 22,266.00 | 22,772.630 | 19,724.300 | 19,724.300 | 44.70 | 881,676.21 | |||
| 0090 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 5,888.00 | 5,424.930 | 4,439.020 | 4,439.020 | 59.50 | 264,121.69 | |||
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 2.68 | 2.680 | 2.120 | 2.120 | 857.38 | 1,817.64 | |||
| 0110 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 4,252.00 | 4,252.000 | 4,374.120 | 4,374.120 | 54.65 | 239,045.65 | |||
| 0120 | ENTRANCE PIPE-15 IN | 00440 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 38.00 | 3,420.00 | |||
| 0130 | CULVERT PIPE-18 IN | 00462 | LF | 137.00 | 137.000 | 137.000 | 137.000 | 43.38 | 5,943.06 | |||
| 0140 | CULVERT PIPE-30 IN | 00466 | LF | 38.00 | 38.000 | 40.000 | 40.000 | 59.05 | 2,362.00 | |||
| 0150 | CULVERT PIPE-42 IN EQUIV | 00498 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 105.02 | 6,301.20 | |||
| 0160 | STORM SEWER PIPE-15 IN | 00521 | LF | 317.00 | 317.000 | 338.000 | 338.000 | 34.08 | 11,519.04 | |||
| 0170 | STORM SEWER PIPE-18 IN | 00522 | LF | 5,632.00 | 5,632.000 | 5,607.500 | 5,607.500 | 36.48 | 204,561.60 | |||
| 0180 | STORM SEWER PIPE-24 IN | 00524 | LF | 2,372.00 | 2,372.000 | 2,467.000 | 2,467.000 | 42.98 | 106,031.66 | |||
| 0190 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,116.00 | 1,116.000 | 927.000 | 927.000 | 59.42 | 55,082.34 | |||
| 0200 | STORM SEWER PIPE-36 IN | 00528 | LF | 263.00 | 263.000 | 263.500 | 263.500 | 73.29 | 19,311.91 | |||
| 0210 | STORM SEWER PIPE-42 IN | 00529 | LF | 669.00 | 669.000 | 664.000 | 664.000 | 87.75 | 58,266.00 | |||
| 0220 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 87.96 | 6,597.00 | |||
| 0230 | PERFORATED PIPE-4 IN | 01000 | LF | 52.00 | 52.000 | 2,784.000 | 2,784.000 | 9.83 | 27,366.72 | |||
| 0240 | PERFORATED PIPE-8 IN | 01002 | LF | 588.00 | 588.000 | 675.000 | 675.000 | 16.00 | 10,800.00 | |||
| 0250 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 16.00 | 16.000 | 20.000 | 20.000 | 15.00 | 300.00 | |||
| 0260 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 287.00 | 287.000 | 160.000 | 160.000 | 17.00 | 2,720.00 | |||
| 0270 | PERF PIPE HEADWALL TY 2-8 IN | 01026 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 500.50 | 1,501.50 | |||
| 0280 | PERF PIPE HEADWALL TY 3-8 IN | 01030 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.50 | 500.50 | |||
| 0290 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,442.00 | 2,884.00 | |||
| 0300 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,974.00 | 2,974.00 | |||
| 0310 | CURB BOX INLET TYPE A | 01456 | EACH | 72.00 | 72.000 | 69.500 | 69.500 | 2,825.00 | 196,337.50 | |||
| 0320 | DROP BOX INLET TYPE 3 | 01496 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 3,082.00 | 24,656.00 | |||
| 0330 | DROP BOX INLET TYPE 4 | 01499 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,811.00 | 7,622.00 | |||
| 0340 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,029.00 | 8,058.00 | |||
| 0350 | DROP BOX INLET TYPE 16S | 01587 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 0360 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0370 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0380 | MANHOLE TYPE A | 01756 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,495.00 | 5,980.00 | |||
| 0390 | MANHOLE TYPE C | 01767 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,725.00 | 22,350.00 | |||
| 0400 | STANDARD CURB AND GUTTER | 01810 | LF | 15,317.96 | 15,317.960 | 15,306.120 | 15,306.120 | 13.75 | 210,459.15 | |||
| 0410 | LIP CURB AND GUTTER | 01820 | LF | 50.26 | 50.260 | 69.000 | 69.000 | 24.00 | 1,656.00 | |||
| 0420 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 91.90 | 91.900 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0430 | JPC PAVEMENT-8 IN | 02084 | SQYD | 2,985.00 | 2,985.000 | 2,982.680 | 2,982.680 | 46.44 | 138,515.65 | |||
| 0440 | REMOVE PAVEMENT | 02091 | SQYD | 117.00 | 117.000 | 117.000 | 117.000 | 12.00 | 1,404.00 | |||
| 0450 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 313.30 | 313.300 | 354.190 | 354.190 | 55.00 | 19,480.45 | |||
| 0460 | TEMP DITCH | 02159 | LF | 4,675.00 | 4,675.000 | 2,315.000 | 2,315.000 | 0.25 | 578.75 | |||
| 0470 | ROADWAY EXCAVATION | 02200 | CUYD | 364,431.00 | 366,431.000 | 366,858.000 | 366,858.000 | 3.08 | 1,129,922.64 | |||
| 0480 | GRANULAR EMBANKMENT | 02223 | CUYD | 537.00 | 537.000 | 454.170 | 454.170 | 26.34 | 11,962.83 | |||
| 0490 | WATER | 02242 | MGAL | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0500 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 712.50 | 712.500 | 716.000 | 716.000 | 20.00 | 14,320.00 | |||
| 0510 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0520 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
| 0530 | TEMP GUARDRAIL | 02397 | LF | 87.50 | 87.500 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0540 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0550 | WITNESS POST | 02432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0560 | CLEARING AND GRUBBING 49 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 238,780.00 | 238,780.00 | |||
| 0570 | CONCRETE-CLASS B | 02555 | CUYD | 38.76 | 38.760 | 37.670 | 37.670 | 385.00 | 14,502.95 | |||
| 0580 | SIGNS | 02562 | SQFT | 689.50 | 1,689.500 | 1,758.820 | 1,758.820 | 12.00 | 21,105.84 | |||
| 0590 | EDGE KEY | 02585 | LF | 272.10 | 272.100 | 96.000 | 96.000 | 22.55 | 2,164.80 | |||
| 0600 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 46,845.00 | 46,845.000 | 34,852.910 | 34,852.910 | 2.00 | 69,705.82 | |||
| 0610 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 28,056.00 | 28,056.000 | 9,483.890 | 9,483.890 | 2.00 | 18,967.78 | |||
| 0620 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.970 | 0.970 | 49,187.00 | 47,711.39 | |||
| 0630 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,600.00 | 17,600.00 | |||
| 0640 | LANE CLOSURE | 02653 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0650 | TEMP SILT FENCE | 02701 | LF | 4,675.00 | 4,675.000 | 5,594.000 | 5,594.000 | 1.40 | 7,831.60 | |||
| 0660 | SILT TRAP TYPE A | 02703 | EACH | 98.00 | 98.000 | 38.000 | 38.000 | 125.00 | 4,750.00 | |||
| 0670 | SILT TRAP TYPE B | 02704 | EACH | 98.00 | 98.000 | 194.000 | 194.000 | 200.00 | 38,800.00 | |||
| 0680 | SILT TRAP TYPE C | 02705 | EACH | 147.00 | 147.000 | 2.000 | 61.000 | 63.000 | 150.00 | 300.00 | 9,450.00 | |
| 0690 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 294.00 | 294.000 | 80.000 | 80.000 | 50.00 | 4,000.00 | |||
| 0700 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 294.00 | 294.000 | 13.000 | 123.000 | 136.000 | 50.00 | 650.00 | 6,800.00 | |
| 0710 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 441.00 | 441.000 | 7.000 | 7.000 | 10.00 | 70.00 | |||
| 0720 | CLEAN TEMP SILT FENCE | 02709 | LF | 14,025.00 | 14,025.000 | 800.000 | 800.000 | 0.01 | 8.00 | |||
| 0730 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 6,935.30 | 6,935.300 | 7,402.290 | 7,402.290 | 28.00 | 207,264.12 | |||
| 0740 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.980 | 0.980 | 53,400.00 | 52,332.00 | |||
| 0750 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0760 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0770 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,116.00 | 4,116.000 | 6,566.000 | 6,566.000 | 0.96 | 6,303.36 | |||
| 0780 | TEMP MULCH | 05952 | SQYD | 237,354.00 | 237,354.000 | 376,418.440 | 376,418.440 | 0.16 | 60,226.95 | |||
| 0790 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 15,510.00 | 15,510.000 | 10,200.000 | 10,200.000 | 0.32 | 3,264.00 | |||
| 0800 | TOPDRESSING FERTILIZER | 05966 | TON | 8.30 | 8.300 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| 0810 | SEEDING AND PROTECTION | 05985 | SQYD | 155,078.00 | 155,078.000 | 122,647.000 | 122,647.000 | 0.33 | 40,473.51 | |||
| 0820 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 52,190.00 | 52,190.000 | 52,140.330 | 52,140.330 | 0.17 | 8,863.85 | |||
| 0830 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 1,498.00 | 1,498.000 | 1,498.000 | 1,498.000 | 2.50 | 3,745.00 | |||
| 0840 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 50,863.00 | 50,863.000 | 73,612.000 | 73,612.000 | 0.15 | 11,041.80 | |||
| 0850 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 34,426.00 | 34,426.000 | 41,019.000 | 41,019.000 | 0.16 | 6,563.04 | |||
| 0860 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 2,090.00 | 2,090.000 | 3,149.000 | 3,149.000 | 0.18 | 566.82 | |||
| 0870 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 199.00 | 199.000 | 756.000 | 756.000 | 0.75 | 567.00 | |||
| 0880 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 170.00 | 3,170.000 | 3,283.000 | 3,283.000 | 1.75 | 5,745.25 | |||
| 0890 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 345.00 | 3,945.000 | 2,463.000 | 2,463.000 | 1.75 | 4,310.25 | |||
| 0900 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 866.00 | 866.000 | 802.000 | 802.000 | 1.50 | 1,203.00 | |||
| 0910 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 355.00 | 355.000 | 403.000 | 403.000 | 5.00 | 2,015.00 | |||
| 0920 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 62.00 | 62.000 | 58.000 | 58.000 | 95.00 | 5,510.00 | |||
| 0930 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 135.00 | 405.00 | |||
| 0940 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 230.00 | 230.000 | 16.000 | 16.000 | 5.00 | 80.00 | |||
| 0950 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 175.00 | 175.000 | 53.000 | 53.000 | 5.00 | 265.00 | |||
| 0960 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 198.00 | 198.000 | 213.000 | 213.000 | 23.50 | 5,005.50 | |||
| 0970 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 97.00 | 97.000 | 123.000 | 123.000 | 23.50 | 2,890.50 | |||
| 0980 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 10.00 | 10.000 | 38.000 | 38.000 | 23.50 | 893.00 | |||
| 0990 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 8.00 | 8.000 | 24.000 | 24.000 | 23.50 | 564.00 | |||
| 1000 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 95.00 | 95.000 | 74.000 | 74.000 | 19.00 | 1,406.00 | |||
| 1010 | CONCRETE-CLASS A | 08100 | CUYD | 22.65 | 22.650 | 23.400 | 23.400 | 1,500.00 | 35,100.00 | |||
| 1020 | STEEL REINFORCEMENT | 08150 | LB | 1,398.50 | 1,398.500 | 1,405.500 | 1,405.500 | 2.25 | 3,162.37 | |||
| 1030 | FUEL ADJUSTMENT | 10020NS | DOLL | 104,351.00 | 104,351.000 | 11,108.220 | 11,108.220 | 1.00 | 11,108.22 | |||
| 1040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 78,071.00 | 78,071.000 | 13,490.570 | 13,490.570 | 1.00 | 13,490.57 | |||
| 1050 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 250.00 | 3,000.00 | |||
| 1060 | ROLLED CURB AND GUTTER | 20914ED | LF | 1,276.46 | 1,276.460 | 1,301.460 | 1,301.460 | 15.00 | 19,521.90 | |||
| 1070 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 5,302.00 | 5,302.000 | 4,931.000 | 4,931.000 | 4.25 | 20,956.75 | |||
| 1080 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 468.00 | 468.000 | 349.500 | 349.500 | 28.00 | 9,786.00 | |||
| 1090 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 4,947.00 | 4,947.000 | 2,835.000 | 2,835.000 | 5.15 | 14,600.25 | |||
| 1100 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 88.00 | 88.000 | 0.000 | 0.000 | 12.40 | 0.00 | |||
| 1110 | TRANSVERSE EMBANKMENT BENCH | 24390EC | CUYD | 13,865.00 | 13,865.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 8000 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 8,500.00 | 17,000.00 | |||
| 8002 | BARRICADE-TYPE III | 02014 | EACH | 0.00 | 16.000 | 13.000 | 13.000 | 330.00 | 4,290.00 | |||
| 8013 | JPC PAVEMENT-10 IN | 02069 | SQYD | 0.00 | 1,050.000 | 1,123.290 | 1,123.290 | 64.15 | 72,059.05 | |||
| 8014 | SAWCUT PAVEMENT | 20550ND | LF | 0.00 | 600.000 | 597.000 | 597.000 | 2.78 | 1,659.66 | |||
| 8015 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | EACH | 0.00 | 150.000 | 115.000 | 115.000 | 10.25 | 1,178.75 | |||
| 8016 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 0.00 | 463.070 | 2,507.900 | 2,507.900 | 59.50 | 149,220.05 | |||
| 8025 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 0.00 | 3,000.000 | 1,580.000 | 1,580.000 | 2.64 | 4,171.20 | |||
| 8028 | PERFORATED PIPE EDGE DRAIN-4 IN Underdrain | 01005 | LF | 0.00 | 7,750.000 | 0.000 | 0.000 | 6.40 | 0.00 | |||
| 8029 | INSPECT & CERTIFY EDGE DRAIN SYSTEM Underdrain | 01015 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 8030 | CORED HOLE DRAINAGE BOX CON-4 IN Underdrain | 01740 | EACH | 0.00 | 29.000 | 29.000 | 29.000 | 125.00 | 3,625.00 | |||
| 8031 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -7,500.000 | -7,500.000 | 1.00 | -7,500.00 | |||
| 8032 | STRIPING REMOVAL | 23139EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.73 | 0.00 | |||
| 8033 | MAINTAIN & CONTROL TRAFFIC Waterblasting and Restriping | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 1,251.50 | 0.00 | |||
| 8034 | MOBILIZATION | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 8039 | ROADWAY EXCAVATION Blackstone Court | 02200 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 15.64 | 0.00 | |||
| 8040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 32.87 | 0.00 | |||
| 8041 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,625.00 | 0.00 | |||
| 8052 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 8053 | DELINEATOR FOR GUARDRAIL M/W | 01982 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 8056 | CURB BOX INLET TYPE B | 01480 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| Project | DE05900161145 | Fed/State Project Number | JL04 059 0016 012-013 | Category | 0002 SIGNALIZATION | |||||||
| 1120 | CONDUIT-1 1/4 IN | 04793 | LF | 565.00 | 652.000 | 385.000 | 385.000 | 8.00 | 3,080.00 | |||
| 1130 | CONDUIT-2 IN | 04795 | LF | 1,200.00 | 3,839.000 | 4,053.000 | 4,053.000 | 9.00 | 36,477.00 | |||
| 1140 | JUNCTION BOX TYPE B | 04811 | EACH | 7.00 | 10.000 | 10.000 | 10.000 | 450.00 | 4,500.00 | |||
| 1150 | TRENCHING AND BACKFILLING | 04820 | LF | 1,280.00 | 3,944.000 | 3,573.000 | 3,573.000 | 3.50 | 12,505.50 | |||
| 1160 | LOOP WIRE | 04830 | LF | 2,800.00 | 5,680.000 | 5,812.000 | 5,812.000 | 1.00 | 5,812.00 | |||
| 1170 | WIRE-NO. 4 | 04835 | LF | 360.00 | 2,835.000 | 3,660.000 | 3,660.000 | 1.50 | 5,490.00 | |||
| 1180 | CABLE-NO. 14/5C | 04844 | LF | 1,320.00 | 2,050.000 | 3,369.000 | 3,369.000 | 1.50 | 5,053.50 | |||
| 1190 | CABLE-NO. 14/1 PAIR | 04850 | LF | 4,510.00 | 5,810.000 | 6,478.000 | 6,478.000 | 1.50 | 9,717.00 | |||
| 1200 | MAST ARM POLE | 04881 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 30,000.00 | 90,000.00 | |||
| 1210 | SIGNAL PEDESTAL | 04882 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 1220 | LOOP SAW SLOT AND FILL | 04895 | LF | 930.00 | 1,980.000 | 1,890.000 | 1,890.000 | 9.00 | 17,010.00 | |||
| 1230 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.750 | 1.750 | 2,200.00 | 3,850.00 | |||
| 1240 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 11.00 | 19.000 | 20.000 | 20.000 | 250.00 | 5,000.00 | |||
| 1250 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 1260 | SPAN MOUNTED SIGN | 23052NN | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 250.00 | 1,750.00 | |||
| 1270 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 1280 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 10.86 | 28.860 | 28.399 | 28.399 | 800.00 | 22,719.20 | |||
| 1290 | INSTALL ANTENNA | 23982EC | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 8019 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,393.63 | 5,574.52 | |||
| 8020 | MESSENGER-15400 LB | 04886 | LF | 0.00 | 625.000 | 555.000 | 555.000 | 3.39 | 1,881.45 | |||
| 8021 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 784.37 | 784.37 | |||
| 8022 | BORE AND JACK CONDUIT | 21543EN | LF | 0.00 | 230.000 | 344.000 | 74.000 | 418.000 | 25.10 | 8,634.40 | 10,491.80 | |
| 8023 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 0.00 | 10.000 | 6.000 | 6.000 | 643.41 | 3,860.46 | |||
| 8024 | WIRE-NO. 0 | 04837 | LF | 0.00 | 5,100.000 | 0.000 | 0.000 | 3.92 | 0.00 | |||
| 8026 | COST PLUS WORK M/C Traffic - Signal @ I-275 EB/KY 16 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,550.54 | 4,550.54 | |||
| 8027 | COST PLUS WORK Electrical Conduit @ Bridge - Signal @ I-275 EB/KY 16 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,782.16 | 10,782.16 | |||
| 8042 | COST PLUS WORK Remove O/H Electric - Signal @ I-275 EB/KY 16 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,429.46 | 5,429.46 | |||
| 8044 | ILLUMINATED STREET SIGN | 23230EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 8,471.92 | 0.00 | |||
| 8045 | ELECTRICAL SERVICE CONNECTION Power for Illuminated Signs additional work. | 23758EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 5,806.08 | 0.00 | |||
| 8047 | SIGNAL PEDESTAL Fluted 8 ft. | 04882 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,190.54 | 0.00 | |||
| 8048 | SIGNAL PEDESTAL 12 ft. Fluted | 04882 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,224.27 | 0.00 | |||
| Project | DE05900161145 | Fed/State Project Number | JL04 059 0016 012-013 | Category | 0003 LIGHTING | |||||||
| 1300 | POLE 30 FT MTG HT | 04700 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,000.00 | 8,000.00 | |||
| 1310 | POLE 40 FT MTG HT | 04701 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,200.00 | 7,200.00 | |||
| 1320 | BRACKET 8 FT | 04722 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 1330 | BRACKET 15 FT | 04725 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 350.00 | 2,100.00 | |||
| 1340 | POLE BASE | 04740 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 700.00 | 9,800.00 | |||
| 1350 | TRANSFORMER BASE | 04750 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 300.00 | 4,200.00 | |||
| 1360 | HPS LUMINAIRE | 04770 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 400.00 | 5,600.00 | |||
| 1370 | FUSED CONNECTOR KIT | 04780 | EACH | 36.00 | 36.000 | 30.000 | 30.000 | 75.00 | 2,250.00 | |||
| 1380 | CONDUIT-1 1/4 IN | 04793 | LF | 2,105.00 | 2,105.000 | 2,585.000 | 2,585.000 | 7.00 | 18,095.00 | |||
| 1390 | CONDUIT-1 1/2 IN | 04794 | LF | 130.00 | 130.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 1400 | CONDUIT-2 IN | 04795 | LF | 350.00 | 350.000 | 135.000 | 135.000 | 9.00 | 1,215.00 | |||
| 1410 | CONDUIT-2 1/2 IN | 04796 | LF | 230.00 | 230.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1420 | CONDUIT-3 IN | 04797 | LF | 100.00 | 100.000 | 135.000 | 135.000 | 12.00 | 1,620.00 | |||
| 1430 | TRENCHING AND BACKFILLING | 04820 | LF | 2,915.00 | 2,915.000 | 2,845.000 | 2,845.000 | 3.50 | 9,957.50 | |||
| 1440 | WIRE-NO. 12 | 04832 | LF | 1,400.00 | 1,400.000 | 2,024.000 | 2,024.000 | 0.50 | 1,012.00 | |||
| 1450 | WIRE-NO. 8 | 04833 | LF | 6,050.00 | 6,050.000 | 4,070.000 | 4,070.000 | 1.25 | 5,087.50 | |||
| 1460 | WIRE-NO. 6 | 04834 | LF | 3,090.00 | 3,090.000 | 2,442.000 | 2,442.000 | 1.50 | 3,663.00 | |||
| 1470 | WIRE-NO. 4 | 04835 | LF | 2,200.00 | 2,200.000 | 2,194.000 | 2,194.000 | 1.70 | 3,729.80 | |||
| 1480 | WIRE-NO. 2 | 04836 | LF | 1,080.00 | 1,080.000 | 938.000 | 938.000 | 2.25 | 2,110.50 | |||
| 1490 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1500 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| Project | DE05900161145 | Fed/State Project Number | JL04 059 0016 012-013 | Category | 0004 WATERLINE | |||||||
| 1510 | DUCTILE IRON PIPE-6 IN | 01093 | LF | 317.00 | 317.000 | 293.000 | 293.000 | 45.20 | 13,243.60 | |||
| 1520 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 2,587.00 | 2,587.000 | 2,791.500 | 2,791.500 | 39.50 | 110,264.25 | |||
| 1530 | DUCTILE IRON PIPE-16 IN | 01103 | LF | 3,684.00 | 3,684.000 | 3,487.000 | 3,487.000 | 76.35 | 266,232.45 | |||
| 1540 | COPPER PIPE-3/4 IN | 03360 | LF | 195.00 | 195.000 | 200.000 | 200.000 | 21.80 | 4,360.00 | |||
| 1550 | COPPER PIPE-1 IN | 03361 | LF | 100.00 | 100.000 | 88.000 | 88.000 | 31.55 | 2,776.40 | |||
| 1560 | ADJUST WATER VALVE | 03425 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 770.00 | 770.00 | |||
| 1570 | ADJUST FIRE HYDRANT | 03426 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 1580 | RELOCATE WATER METER | 03431 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 709.00 | 4,254.00 | |||
| 1590 | RELOCATE FIRE HYDRANT | 03433 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 855.00 | 5,985.00 | |||
| 1600 | METER PIT | 03435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,645.00 | 12,645.00 | |||
| 1610 | RECONNECT SERVICE | 03437 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 440.00 | 2,200.00 | |||
| 1620 | RECONNECT TO MAIN | 03438 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 720.00 | 4,320.00 | |||
| 1630 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,490.00 | 0.00 | |||
| 1640 | GATE VALVE-6 IN | 03526 | EACH | 15.00 | 15.000 | 16.000 | 16.000 | 873.00 | 13,968.00 | |||
| 1650 | GATE VALVE-8 IN | 03528 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 1,655.00 | 23,170.00 | |||
| 1660 | GATE VALVE-16 IN | 03536 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 6,025.00 | 78,325.00 | |||
| 1670 | CONCRETE ENCASEMENT | 20057ES601 | LF | 60.00 | 60.000 | 27.000 | 27.000 | 65.00 | 1,755.00 | |||
| 1680 | FIRE HYDRANT ASSEMBLY | 20156EC | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 2,310.00 | 13,860.00 | |||
| 1690 | TEE AND BLOCK 8 IN X 8 IN X 8 IN | 20552NC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 430.00 | 1,290.00 | |||
| 1700 | BEND AND BLOCK-6 IN | 20554NC | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 297.00 | 1,485.00 | |||
| 1710 | BEND AND BLOCK-8 IN | 20555NC | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 342.00 | 10,944.00 | |||
| 1720 | PLUG AND BLOCK-8 IN | 20556NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 204.00 | 408.00 | |||
| 1730 | CONNECT TO 6 IN | 20559NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 543.00 | 1,086.00 | |||
| 1740 | ANCHOR TEE AND BLOCK 8IN X 8IN X 6 IN | 20784ND | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 410.00 | 2,050.00 | |||
| 1750 | ANCHOR TEE AND BLOCK 16 IN X 16 IN X 6IN | 20785ND | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 829.00 | 7,461.00 | |||
| 1760 | TEE AND BLOCK 16IN X 16 IN X 8 IN | 20786ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 918.00 | 4,590.00 | |||
| 1770 | BEND AND BLOCK-16 IN | 20789ND | EACH | 27.00 | 27.000 | 12.000 | 12.000 | 842.00 | 10,104.00 | |||
| 1780 | CONNECT TO 16 IN | 20791ND | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,707.00 | 1,707.00 | |||
| 1790 | PLUG AND BLOCK-16 IN | 20793ND | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 623.00 | 623.00 | |||
| 1800 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 213.00 | 639.00 | |||
| 1810 | FLUSHING DEVICE-2 IN | 22186NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,592.00 | 1,592.00 | |||
| 1820 | CONNECT TO 8 IN | 22447NN | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 735.00 | 3,675.00 | |||
| 1830 | TEE AND BLOCK-16 X 16 X 6 IN | 22817NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,144.00 | 1,144.00 | |||
| 1840 | TEE AND BLOCK-16 X 16 X 16 IN | 22820NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,058.00 | 8,116.00 | |||
| 1850 | REDUCER-16 IN X 8 IN | 23198EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 496.00 | 992.00 | |||
| 1860 | ADJUST WATER METER TO GRADE | 23784EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1870 | RELOCATE INTERNAL METER PIT PIPING | 24081EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,010.00 | 7,010.00 | |||
| 8046 | COST PLUS WORK Meter Pit Pipe and Fittings | 10080NS | LS | 0.00 | 0.000 | 0.000 | 0.000 | 5,734.64 | 0.00 | |||
| Project | DE05900161145 | Fed/State Project Number | JL04 059 0016 012-013 | Category | 0005 MOB AND DEMOB | |||||||
| 1880 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 263,257.82 | 263,257.82 | |||
| 1890 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 108,977.35 | 0.00 | |||
| Project | DE05900161145 | Fed/State Project Number | JL04 059 0016 012-013 | Category | 0006 UTILITY-ELECTRICAL | |||||||
| 1900 | DUCT-12 BANK 4 & 6 IN-CONC ENCASED | 24223EC | LF | 350.00 | 350.000 | 90.000 | 90.000 | 154.00 | 13,860.00 | |||
| 1910 | DUCT-12 BANK 4 & 6 IN-SAND ENCASED | 24224EC | LF | 65.00 | 65.000 | 250.000 | 250.000 | 134.00 | 33,500.00 | |||
| 1920 | DUCT-4 BANK 4 OR 6 IN-CONC ENCASED | 24225EC | LF | 100.00 | 100.000 | 0.000 | 0.000 | 81.00 | 0.00 | |||
| 1930 | DUCT-2 BANK 2 IN-CONC ENCASED | 24226EC | LF | 130.00 | 130.000 | 100.000 | 100.000 | 40.00 | 4,000.00 | |||
| 1940 | DUCT-2 BANK 2 IN-SAND ENCASED | 24227EC | LF | 125.00 | 125.000 | 110.000 | 110.000 | 25.00 | 2,750.00 | |||
| 1950 | DUCT-SINGLE 2 IN-CONC ENCASED | 24228EC | LF | 115.00 | 115.000 | 110.000 | 110.000 | 22.00 | 2,420.00 | |||
| 1960 | DUCT-SINGLE 2 IN-SAND ENCASED | 24229EC | LF | 2,860.00 | 2,860.000 | 2,686.000 | 2,686.000 | 14.90 | 40,021.40 | |||
| 1970 | ELECTRIC PIT | 24230EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,600.00 | 7,600.00 | |||
| 1980 | TELEPHONE MANHOLE TY J | 24231EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,100.00 | 7,100.00 | |||
| 8038 | ELECTRICAL MANHOLE | 01781 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 11,179.35 | 0.00 | |||
| 8043 | TRANSFORMER BASE | 04750 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| Project | DE05900161145 | Fed/State Project Number | JL04 059 0016 012-013 | Category | 0007 SEWER | |||||||
| 1990 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 733.00 | 733.000 | 741.500 | 741.500 | 68.55 | 50,829.82 | |||
| 2000 | FILL AND CAP MANHOLE | 01786 | EACH | 9.00 | 9.000 | 12.000 | 12.000 | 1,105.00 | 13,260.00 | |||
| 2010 | RECONSTRUCT MANHOLE | 01789 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,175.00 | 3,525.00 | |||
| 2020 | SANITARY SEWER MANHOLE | 01799 | EACH | 27.00 | 27.000 | 25.000 | 25.000 | 2,275.00 | 56,875.00 | |||
| 2030 | SAFELOADING | 02690 | CUYD | 22.00 | 22.000 | 24.448 | 24.448 | 91.80 | 2,244.32 | |||
| 2040 | PVC PIPE-8 IN | 03387 | LF | 2,878.00 | 2,878.000 | 2,916.500 | 2,916.500 | 27.40 | 79,912.10 | |||
| 8049 | LATERAL PIPE-6 IN | 22790EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 50.13 | 0.00 | |||
| 8050 | CLEANOUT | 20985ND | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 241.50 | 0.00 | |||
| 8051 | TEE-8 IN X 6 IN | 24269NC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 183.75 | 0.00 | |||
| 8054 | ADJUST MANHOLE Sanitary Sewer | 01792 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,696.31 | 0.00 | |||
| 8057 | COST PLUS WORK Revise Proposed Sanitary Sewer Manhole No. 2 | 10080NS | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,247.02 | 0.00 | |||
| Project | DE05900161145 | Fed/State Project Number | JL04 059 0016 012-013 | Category | 0008 UTILITY-GAS | |||||||
| 2050 | INSTALL M-C LONG-SIDE SERVICE PIPING-1IN | 20811ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 2060 | INSTALL M-C SHORT-SIDE SERVICE PIPE-1 IN | 20812ND | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 2070 | GAS MAIN-4 IN PL | 23468EC | LF | 390.00 | 390.000 | 372.000 | 372.000 | 52.75 | 19,623.00 | |||
| 2080 | GAS MAIN-6 IN SWPC | 23469EC | LF | 100.00 | 100.000 | 100.000 | 100.000 | 52.75 | 5,275.00 | |||
| 2090 | GAS MAIN-6 IN PL | 23470EC | LF | 1,720.00 | 1,720.000 | 1,825.000 | 1,825.000 | 52.75 | 96,268.75 | |||
| 2100 | VALVE ASSEMBLY-4 IN PL | 24058EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 2110 | VALVE ASSEMBLY-6 IN PL | 24080EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| Project | DE05900161145 | Fed/State Project Number | JL04 059 0016 012-013 | Category | 0009 SB RT Turn Lane KY 16 to Honey Rd TASK Order | |||||||
| 8003 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 115.000 | 79.100 | 79.100 | 16.37 | 1,294.86 | |||
| 8004 | LIME STABILIZED ROADBED | 00013 | SQYD | 0.00 | 520.000 | 0.000 | 0.000 | 4.46 | 0.00 | |||
| 8005 | LIME | 00014 | TON | 0.00 | 10.000 | 0.000 | 0.000 | 135.30 | 0.00 | |||
| 8006 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 0.00 | 285.000 | 0.000 | 0.000 | 44.70 | 0.00 | |||
| 8007 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 0.00 | 40.000 | 0.000 | 0.000 | 54.65 | 0.00 | |||
| 8008 | CULVERT PIPE-30 IN | 00466 | LF | 0.00 | 13.000 | 0.000 | 0.000 | 59.05 | 0.00 | |||
| 8009 | STORM SEWER PIPE-24 IN | 00524 | LF | 0.00 | 11.000 | 0.000 | 0.000 | 42.98 | 0.00 | |||
| 8010 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 292.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 8011 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 95.00 | 190.00 | |||
| 8012 | STAKING | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| SUBTOT | $9,584.40 |
$7,519,590.62 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0310-1-0I |
MISC PRECAST | EACH |
12.00 | 0008 | $413.700000 | $4,964.40 | ||||||
0320-1-0I |
MISC PRECAST | EACH |
4.00 | 0008 | $447.300000 | $1,789.20 | ||||||
0330-1-0I |
MISC PRECAST | EACH |
1.00 | 0008 | $868.000000 | $868.00 | ||||||
0340-1-0I |
MISC PRECAST | EACH |
1.00 | 0008 | $1946.250000 | $1,946.25 | ||||||
0120-1-0I |
PIPE, CMP 1.63 MM | LF |
68.00 | 0009 | $10.030000 | $0.00 | ||||||
0140-1-0I |
PIPE, CMP 1.63 MM | LF |
41.00 | 0009 | $29.360000 | $0.00 | ||||||
0170-1-0I |
PIPE, CMP 1.63 MM | LF |
2,667.00 | 0009 | $12.140000 | $0.00 | ||||||
0180-1-0I |
PIPE, CMP 1.63 MM | LF |
252.00 | 0009 | $16.340000 | $0.00 | ||||||
0190-3-0I |
PIPE, CMP 1.63 MM | LF |
396.00 | 0009 | $25.250000 | $0.00 | ||||||
0190-1-0I |
PIPE, CMP 1.63 MM | LF |
360.00 | 0009 | $25.200000 | $0.00 | ||||||
0200-2-0I |
STORM SEWER PIPE-36 IN | EACH |
2.00 | 0009 | $492.010000 | $0.00 | ||||||
0200-1-0I |
STORM SEWER PIPE-36 IN | LF |
256.00 | 0009 | $36.200000 | $0.00 | ||||||
0600-1-0I |
GEOTEXTILE TYPE IV | SQYD |
22,615.00 | 0012 | $0.680000 | $0.00 | ||||||
0610-1-0I |
GEOTEXTILE TYPE IV | SQYD |
24,649.00 | 0012 | $0.680000 | $0.00 | ||||||
1640-1-0I |
UTILITY INCIDENTAL | EACH |
11.00 | 0012 | $456.860000 | $0.00 | ||||||
1650-1-0I |
UTILITY INCIDENTAL | EACH |
13.00 | 0012 | $728.220000 | $0.00 | ||||||
1660-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0012 | $4966.100000 | $0.00 | ||||||
0310-8-0I |
MISC PRECAST | EACH |
5.00 | 0014 | $413.700000 | $2,068.50 | ||||||
0310-7-0I |
MISC PRECAST | EACH |
1.00 | 0014 | $413.700000 | $413.70 | ||||||
0310-6-0I |
MISC PRECAST | EACH |
3.00 | 0014 | $413.700000 | $1,241.10 | ||||||
0310-5-0I |
MISC PRECAST | EACH |
4.00 | 0014 | $413.700000 | $1,654.80 | ||||||
0310-4-0I |
MISC PRECAST | EACH |
5.00 | 0014 | $413.700000 | $2,068.50 | ||||||
0310-3-0I |
MISC PRECAST | EACH |
6.00 | 0014 | $413.700000 | $2,482.20 | ||||||
0310-2-0I |
MISC PRECAST | EACH |
6.00 | 0014 | $413.700000 | $2,482.20 | ||||||
0320-2-0I |
MISC PRECAST | EACH |
1.00 | 0014 | $447.300000 | $447.30 | ||||||
0380-2-0I |
MISC PRECAST | EACH |
1.00 | 0014 | $574.700000 | $574.70 | ||||||
0380-1-0I |
MISC PRECAST | EACH |
1.00 | 0014 | $2237.200000 | $2,237.20 | ||||||
0390-1-0I |
MISC PRECAST | EACH |
1.00 | 0014 | $1638.530000 | $1,638.53 | ||||||
0170-1-0A |
PIPE, CMP 1.63 MM | LF |
294.00 | 0010 | $12.140000 | $0.00 | ||||||
0180-1-0A |
PIPE, CMP 1.63 MM | LF |
89.00 | 0010 | $16.340000 | $0.00 | ||||||
0190-3-0A |
PIPE, CMP 1.63 MM | LF |
157.00 | 0010 | $25.250000 | $0.00 | ||||||
0190-1-0A |
PIPE, CMP 1.63 MM | LF |
157.00 | 0010 | $25.200000 | $0.00 | ||||||
0320-1-0A |
MISC PRECAST | EACH |
1.00 | 0010 | $447.300000 | $-447.30 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.50 | 0010 | $868.000000 | $-434.00 | ||||||
0170-1-0A |
PIPE, CMP 1.63 MM | LF |
1,782.50 | 0011 | $12.140000 | $0.00 | ||||||
0190-3-0A |
PIPE, CMP 1.63 MM | LF |
164.00 | 0011 | $25.250000 | $0.00 | ||||||
0190-1-0A |
PIPE, CMP 1.63 MM | LF |
164.00 | 0011 | $25.200000 | $0.00 | ||||||
0200-2-0A |
STORM SEWER PIPE-36 IN | EACH |
2.00 | 0011 | $492.010000 | $0.00 | ||||||
0200-1-0A |
STORM SEWER PIPE-36 IN | LF |
220.00 | 0011 | $36.200000 | $0.00 | ||||||
0310-1-0A |
MISC PRECAST | EACH |
8.00 | 0011 | $413.700000 | $-3,309.60 | ||||||
0120-1-0A |
PIPE, CMP 1.63 MM | LF |
44.00 | 0012 | $10.030000 | $0.00 | ||||||
0190-3-0A |
PIPE, CMP 1.63 MM | LF |
36.00 | 0012 | $25.250000 | $0.00 | ||||||
0190-1-0A |
PIPE, CMP 1.63 MM | LF |
36.00 | 0012 | $25.200000 | $0.00 | ||||||
0200-1-0A |
STORM SEWER PIPE-36 IN | LF |
8.50 | 0012 | $36.200000 | $0.00 | ||||||
0310-1-0A |
MISC PRECAST | EACH |
3.50 | 0012 | $413.700000 | $-1,447.95 | ||||||
0600-1-0A |
GEOTEXTILE TYPE IV | SQYD |
3,512.44 | 0012 | $0.680000 | $0.00 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
85.94 | 0012 | $0.680000 | $0.00 | ||||||
1640-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0012 | $456.860000 | $0.00 | ||||||
1660-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0012 | $4966.100000 | $0.00 | ||||||
0310-1-0A |
MISC PRECAST | EACH |
0.50 | 0013 | $413.700000 | $-206.85 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
302.23 | 0013 | $0.680000 | $0.00 | ||||||
1650-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0013 | $728.220000 | $0.00 | ||||||
0170-1-0A |
PIPE, CMP 1.63 MM | LF |
172.00 | 0014 | $12.140000 | $0.00 | ||||||
0180-1-0A |
PIPE, CMP 1.63 MM | LF |
163.00 | 0014 | $16.340000 | $0.00 | ||||||
0190-3-0A |
PIPE, CMP 1.63 MM | LF |
39.00 | 0014 | $25.250000 | $0.00 | ||||||
0190-1-0A |
PIPE, CMP 1.63 MM | LF |
3.00 | 0014 | $25.200000 | $0.00 | ||||||
0200-1-0A |
STORM SEWER PIPE-36 IN | LF |
27.50 | 0014 | $36.200000 | $0.00 | ||||||
0310-8-0A |
MISC PRECAST | EACH |
0.50 | 0014 | $413.700000 | $-206.85 | ||||||
0310-7-0A |
MISC PRECAST | EACH |
0.50 | 0014 | $413.700000 | $-206.85 | ||||||
0310-6-0A |
MISC PRECAST | EACH |
0.50 | 0014 | $413.700000 | $-206.85 | ||||||
0310-5-0A |
MISC PRECAST | EACH |
0.50 | 0014 | $413.700000 | $-206.85 | ||||||
0310-4-0A |
MISC PRECAST | EACH |
0.50 | 0014 | $413.700000 | $-206.85 | ||||||
0310-3-0A |
MISC PRECAST | EACH |
0.50 | 0014 | $413.700000 | $-206.85 | ||||||
0310-2-0A |
MISC PRECAST | EACH |
0.50 | 0014 | $413.700000 | $-206.85 | ||||||
0320-2-0A |
MISC PRECAST | EACH |
1.00 | 0014 | $447.300000 | $-447.30 | ||||||
0320-1-0A |
MISC PRECAST | EACH |
1.00 | 0014 | $447.300000 | $-447.30 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.50 | 0014 | $868.000000 | $-434.00 | ||||||
0340-1-0A |
MISC PRECAST | EACH |
1.00 | 0014 | $1946.250000 | $-1,946.25 | ||||||
0390-1-0A |
MISC PRECAST | EACH |
1.00 | 0014 | $1638.530000 | $-1,638.53 | ||||||
0600-1-0A |
GEOTEXTILE TYPE IV | SQYD |
1,399.61 | 0014 | $0.680000 | $0.00 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
1,125.33 | 0014 | $0.680000 | $0.00 | ||||||
1640-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0014 | $456.860000 | $0.00 | ||||||
0120-1-0A |
PIPE, CMP 1.63 MM | LF |
24.00 | 0015 | $10.030000 | $0.00 | ||||||
0170-1-0A |
PIPE, CMP 1.63 MM | LF |
418.50 | 0015 | $12.140000 | $0.00 | ||||||
0310-8-0A |
MISC PRECAST | EACH |
4.50 | 0015 | $413.700000 | $-1,861.65 | ||||||
0310-7-0A |
MISC PRECAST | EACH |
0.50 | 0015 | $413.700000 | $-206.85 | ||||||
0310-6-0A |
MISC PRECAST | EACH |
2.50 | 0015 | $413.700000 | $-1,034.25 | ||||||
0310-5-0A |
MISC PRECAST | EACH |
3.50 | 0015 | $413.700000 | $-1,447.95 | ||||||
0310-4-0A |
MISC PRECAST | EACH |
4.50 | 0015 | $413.700000 | $-1,861.65 | ||||||
0310-3-0A |
MISC PRECAST | EACH |
5.00 | 0015 | $413.700000 | $-2,068.50 | ||||||
0310-2-0A |
MISC PRECAST | EACH |
5.00 | 0015 | $413.700000 | $-2,068.50 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
794.55 | 0015 | $0.680000 | $0.00 | ||||||
1640-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0015 | $456.860000 | $0.00 | ||||||
0310-3-0A |
MISC PRECAST | EACH |
0.50 | 0016 | $413.700000 | $-206.85 | ||||||
0310-2-0A |
MISC PRECAST | EACH |
0.50 | 0016 | $413.700000 | $-206.85 | ||||||
0380-2-0A |
MISC PRECAST | EACH |
1.00 | 0016 | $574.700000 | $-574.70 | ||||||
0380-1-0A |
MISC PRECAST | EACH |
1.00 | 0016 | $2237.200000 | $-2,237.20 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
873.00 | 0016 | $0.680000 | $0.00 | ||||||
1640-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0016 | $456.860000 | $0.00 | ||||||
1650-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0016 | $728.220000 | $0.00 | ||||||
1660-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0016 | $4966.100000 | $0.00 | ||||||
0140-1-0A |
PIPE, CMP 1.63 MM | LF |
40.00 | 0017 | $29.360000 | $0.00 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
1,039.78 | 0017 | $0.680000 | $0.00 | ||||||
0320-1-0A |
MISC PRECAST | EACH |
0.50 | 0018 | $447.300000 | $-223.65 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
952.24 | 0018 | $0.680000 | $0.00 | ||||||
1640-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0018 | $456.860000 | $0.00 | ||||||
1650-1-0A |
UTILITY INCIDENTAL | EACH |
6.00 | 0018 | $728.220000 | $0.00 | ||||||
0320-1-0A |
MISC PRECAST | EACH |
0.50 | 0019 | $447.300000 | $-223.65 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
496.99 | 0019 | $0.680000 | $0.00 | ||||||
1640-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0019 | $456.860000 | $0.00 | ||||||
0320-1-0A |
MISC PRECAST | EACH |
0.50 | 0020 | $447.300000 | $-223.65 | ||||||
1640-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0020 | $456.860000 | $0.00 | ||||||
0610-1-0A |
GEOTEXTILE TYPE IV | SQYD |
492.56 | 0021 | $0.680000 | $0.00 | ||||||
1650-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0021 | $728.220000 | $0.00 | ||||||
0600-1-0A |
GEOTEXTILE TYPE IV | SQYD |
6,607.23 | 0022 | $0.680000 | $0.00 | ||||||
1640-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0022 | $456.860000 | $0.00 | ||||||
1650-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0023 | $728.220000 | $0.00 | ||||||
0320-1-0A |
MISC PRECAST | EACH |
0.50 | 0031 | $447.300000 | $-223.65 | ||||||
0600-1-0A |
GEOTEXTILE TYPE IV | SQYD |
2,616.66 | 0038 | $0.680000 | $0.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||