|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091015 | Estimate Number | 0017 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05360) Middeler, Joseph F., P.E. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | ADDR SN 1 VC Code VC0000026469 | |||||
| EXCAVATING INC | |||||||
| 1500 ENVOY CIRCLE STE 1510 | |||||||
| LOUISVILLE , KY , 40299 | |||||||
| Pay Period | 03/09/2011 TO 01/04/2012 | ||||||
| Date Approved | 02/17/2012 | ||||||
| Primary Proj Number | DE05200710915 | ||||||
| Project No. | IM 0711(099), IM 0711(099) | ||||||
| Primary County | HENRY | ||||||
| Name of Road | LOUISVILLE-COVINGTON ROAD (I-71) | ||||||
| Description | MILL 1 IN INTERMEDIATE OVERLAY ON I-71 FROM MP 22.30 TO MP 28.17 | ||||||
| Date Let | 05/22/2009 | Formal Acceptance | 12/11/2009 | ||||
| Date Awarded | 06/16/2009 | Date Work Began | 07/10/2009 | ||||
| Date Contract Executed | 06/24/2009 | Open To Traffic | 12/11/2009 | ||||
| Date NTP Issued | 06/24/2009 | Actual Completion Date | 12/11/2009 | ||||
| Current Contract Amount | $5,549,599.41 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,227,838.55 |
Total Earnings | $5,301,875.81 |
$5,337,486.98 |
$-35,611.17 |
|
| Percent Complete | 96.61 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $188,146.49 |
Gross Earnings | $5,301,875.81 |
$5,337,486.98 |
$-35,611.17 |
|
| Total Change Orders | $321,760.86 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,361,452.92 |
$5,397,064.09 |
$-35,611.17 |
|||
| Contract Id | 091015 | Change Order Summary |
County | HENRY | ||||||
| Estimate Nbr | 0017 | Project Number | IM 0711(099), IM 0711(099) | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | Period | 03/09/2011 TO 01/04/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cost Plus for Type 3 End Treatment Drainage/Pavement Repair | Approved | 07/22/2010 | $321,760.86 | 40.0 | |||||
| 002 | Lot Pay Adjustment Override | Approved | 11/10/2011 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| OTHER | 0013 |
$59,577.11 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 091015 | COMMONWEALTH OF KENTUCKY |
County | HENRY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE05200710915 | |||||||
| Estimate Nbr | 0017 | Period | 03/09/2011 TO 01/04/2012 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | |||||||||
| Project | DE05200710915 | Fed/State Project Number | IM 0711(099) | 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 | 00001 | TON | 6,210.00 | 6,210.000 | 10,094.850 | 10,094.850 | 19.00 | 191,802.15 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 388.00 | 388.000 | 278.837 | 278.837 | 85.00 | 23,701.14 | |||
| 0030 | LEVELING & WEDGING PG76-22 | 00194 | TON | 311.00 | 311.000 | 0.000 | 0.000 | 83.00 | 0.00 | |||
| 0040 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 20,111.00 | 20,111.000 | 18,510.680 | 18,510.680 | 39.15 | 724,693.12 | |||
| 0050 | CL3 ASPH BIND 0.50D PG64-22 | 00274 | TON | 2,574.00 | 2,574.000 | 2,507.470 | 2,507.470 | 50.00 | 125,373.50 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 42.00 | 42.000 | 53.100 | 53.100 | 500.00 | 26,550.00 | |||
| 0070 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 11,811.00 | 11,811.000 | 11,724.950 | 11,724.950 | 61.00 | 715,221.95 | |||
| 0080 | CULVERT PIPE-15 IN | 00461 | LF | 20.00 | 20.000 | 10.000 | 10.000 | 39.00 | 390.00 | |||
| 0090 | CULVERT PIPE-24 IN | 00464 | LF | 20.00 | 20.000 | 2.000 | 2.000 | 64.00 | 128.00 | |||
| 0100 | CULVERT PIPE-30 IN | 00466 | LF | 20.00 | 20.000 | 5.000 | 5.000 | 87.00 | 435.00 | |||
| 0110 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,160.00 | 2,320.00 | |||
| 0120 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,670.00 | 2,670.00 | |||
| 0130 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,760.00 | 3,760.00 | |||
| 0140 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0150 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 311.00 | 311.000 | 201.000 | 201.000 | 6.50 | 1,306.50 | |||
| 0160 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 62.00 | 62.000 | 66.000 | 66.000 | 6.50 | 429.00 | |||
| 0170 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 0180 | FLOWABLE FILL | 02220 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0190 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,107.00 | 1,107.000 | 1,752.000 | 1,752.000 | 22.00 | 38,544.00 | |||
| 0200 | DITCHING | 02237 | LF | 39,087.00 | 39,087.000 | 7,817.000 | 7,817.000 | 0.95 | 7,426.15 | |||
| 0210 | WATER | 02242 | MGAL | 200.00 | 200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 138.00 | 138.000 | 137.500 | 137.500 | 22.00 | 3,025.00 | |||
| 0230 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0240 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 11.000 | 11.000 | 2,190.00 | 24,090.00 | |||
| 0250 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,643.00 | 5,643.00 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 15.00 | 15.000 | 14.000 | 14.000 | 2,100.00 | 29,400.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 18.00 | 18.000 | 35.000 | 35.000 | 675.00 | 23,625.00 | |||
| 0280 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 825.00 | 4,950.00 | |||
| 0290 | REMOVE GUARDRAIL | 02381 | LF | 18,870.00 | 18,870.000 | -500.000 | 22,322.700 | 21,822.700 | 2.00 | -1,000.00 | 43,645.40 | |
| 0300 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0310 | CHANNEL LINING CLASS II | 02483 | TON | 249.00 | 249.000 | 74.780 | 74.780 | 27.00 | 2,019.06 | |||
| 0320 | SIGNS | 02562 | SQFT | 3,500.00 | 3,500.000 | 1,432.000 | 1,432.000 | 3.00 | 4,296.00 | |||
| 0330 | EDGE KEY | 02585 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 44.00 | 2,112.00 | |||
| 0340 | REMOVE HEADWALL | 02625 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 230.00 | 1,380.00 | |||
| 0350 | MAINTAIN & CONTROL TRAFFIC HENRY CO. | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 0360 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,120.00 | 2,120.00 | |||
| 0370 | MOBILIZATION FOR MILL & TEXT HENRY CO. | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0380 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 11,276.00 | 11,276.000 | 2.000 | 10,246.780 | 10,248.780 | 3.75 | 7.50 | 38,432.92 | |
| 0390 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 78,174.00 | 78,174.000 | 68,099.000 | 68,099.000 | 0.08 | 5,447.92 | |||
| 0400 | STAKING HENRY CO. | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0410 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0420 | EROSION CONTROL BLANKET | 05950 | SQYD | 74,556.00 | 74,556.000 | 7,349.000 | 7,349.000 | 0.98 | 7,202.02 | |||
| 0430 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 124.00 | 124.000 | 377.000 | 377.000 | 29.00 | 10,933.00 | |||
| 0440 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 62.00 | 62.000 | 134.000 | 134.000 | 29.00 | 3,886.00 | |||
| 0450 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 200,744.00 | 200,744.000 | -20,675.000 | 156,199.000 | 135,524.000 | 0.08 | -1,654.00 | 10,841.92 | |
| 0460 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 120,372.00 | 120,372.000 | 28,750.000 | 87,352.000 | 116,102.000 | 0.14 | 4,025.00 | 16,254.28 | |
| 0470 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0480 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 621.00 | 621.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0490 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,107.00 | 3,107.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0500 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,485.00 | 2,485.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0510 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 489.00 | 489.000 | 590.000 | 590.000 | 16.75 | 9,882.50 | |||
| 0520 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 489.00 | 489.000 | 233.000 | 233.000 | 6.50 | 1,514.50 | |||
| 0530 | JOINT SEALING | 08540 | LF | 44.00 | 44.000 | 41.000 | 41.000 | 75.00 | 3,075.00 | |||
| 0540 | FUEL ADJUSTMENT | 10020NS | DOLL | 34,525.00 | 34,525.000 | 147.520 | 35,220.250 | 35,367.770 | 1.00 | 147.52 | 35,367.77 | |
| 0550 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 67,552.00 | 67,552.000 | 38.360 | 5,848.280 | 5,886.640 | 1.00 | 38.36 | 5,886.64 | |
| 0560 | PAVEMENT REPAIR | 20757ED | SQYD | 621.00 | 696.740 | 0.260 | 696.740 | 697.000 | 135.00 | 35.10 | 94,095.00 | |
| 0570 | EROSION CONTROL HENRY CO. | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0580 | FILL AND GRADE MEDIAN | 21451ED | LF | 24,176.00 | 24,176.000 | 1,350.000 | 1,350.000 | 0.66 | 891.00 | |||
| 0590 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 18,725.00 | 18,725.000 | 23,388.000 | 23,388.000 | 14.38 | 336,319.44 | |||
| 8000 | COST PLUS WORK Type 3 End Treatment Drainage (Mac) | 10080NSD | DOLL | 0.00 | 113,068.780 | 113,068.780 | 113,068.780 | 1.00 | 113,068.78 | |||
| 8002 | COST PLUS WORK Type 3 End Treatment Drainage (NWK) | 10080NSD | DOLL | 0.00 | 2,054.210 | 2,054.210 | 2,054.210 | 1.00 | 2,054.21 | |||
| 8004 | NON-SPEC MATERIAL Non-spec Material | 10070NS | DOLL | 0.00 | -7,630.720 | 3.850 | -7,630.720 | -7,626.870 | 1.00 | 3.85 | -7,626.87 | |
| 8006 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -39,024.880 | 0.000 | -39,024.880 | 1.00 | -39,024.88 | -39,024.88 | |
| Project | DE05200710915 | Fed/State Project Number | IM 0711(099) | Category | 0002 DEMOB AND MOB | |||||||
| 0600 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 118,655.77 | 118,655.77 | |||
| 0610 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 40,000.00 | 10,000.00 | 40,000.00 | |
| SUBTOT | $-27,421.55 |
$2,967,762.90 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE09300710915 | Fed/State Project Number | IM 0711(099) | 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 | 00001 | TON | 5,144.00 | 5,144.000 | 7,275.070 | 7,275.070 | 19.00 | 138,226.33 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 237.00 | 237.000 | 310.387 | 310.387 | 85.00 | 26,382.89 | |||
| 0030 | LEVELING & WEDGING PG76-22 | 00194 | TON | 189.00 | 189.000 | 0.000 | 0.000 | 83.00 | 0.00 | |||
| 0040 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 15,295.00 | 15,295.000 | 14,954.120 | 14,954.120 | 39.15 | 585,453.79 | |||
| 0050 | CL3 ASPH BIND 0.50D PG64-22 | 00274 | TON | 2,039.00 | 2,039.000 | 2,109.080 | 2,109.080 | 50.00 | 105,454.00 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 25.00 | 25.000 | 30.030 | 30.030 | 500.00 | 15,015.00 | |||
| 0070 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 8,073.00 | 8,073.000 | 8,083.880 | 8,083.880 | 61.00 | 493,116.68 | |||
| 0080 | CULVERT PIPE-15 IN | 00461 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0090 | CULVERT PIPE-18 IN | 00462 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0100 | CULVERT PIPE-24 IN | 00464 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0110 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,160.00 | 1,160.00 | |||
| 0120 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,890.00 | 1,890.00 | |||
| 0130 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,670.00 | 2,670.00 | |||
| 0140 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 189.00 | 189.000 | 90.000 | 90.000 | 6.50 | 585.00 | |||
| 0150 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 38.00 | 38.000 | 49.000 | 49.000 | 6.50 | 318.50 | |||
| 0160 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 0170 | PAVED DITCH TYPE 1 | 02157 | SQYD | 50.00 | 50.000 | 11.520 | 11.520 | 135.00 | 1,555.20 | |||
| 0180 | FLOWABLE FILL | 02220 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0190 | EMBANKMENT IN PLACE | 02230 | CUYD | 300.00 | 300.000 | 808.000 | 808.000 | 22.00 | 17,776.00 | |||
| 0200 | DITCHING | 02237 | LF | 23,825.00 | 23,825.000 | 2,610.000 | 2,610.000 | 0.95 | 2,479.50 | |||
| 0210 | WATER | 02242 | MGAL | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,190.00 | 2,190.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 17.00 | 17.000 | 16.000 | 16.000 | 2,100.00 | 33,600.00 | |||
| 0240 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 18.00 | 18.000 | 23.000 | 23.000 | 675.00 | 15,525.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 825.00 | 825.00 | |||
| 0260 | REMOVE GUARDRAIL | 02381 | LF | 13,285.00 | 13,285.000 | 13,239.800 | 13,239.800 | 2.00 | 26,479.60 | |||
| 0270 | CHANNEL LINING CLASS II | 02483 | TON | 151.00 | 151.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0280 | SIGNS | 02562 | SQFT | 500.00 | 500.000 | 1,048.000 | 1,048.000 | 3.00 | 3,144.00 | |||
| 0290 | EDGE KEY | 02585 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 44.00 | 2,112.00 | |||
| 0300 | REMOVE HEADWALL | 02625 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 230.00 | 690.00 | |||
| 0310 | MAINTAIN & CONTROL TRAFFIC OLDHAM CO. | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 130,000.00 | 130,000.00 | |||
| 0320 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,120.00 | 2,120.00 | |||
| 0330 | MOBILIZATION FOR MILL & TEXT OLDHAM CO. | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0340 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 7,648.00 | 7,648.000 | 0.250 | 7,875.440 | 7,875.690 | 3.75 | 0.93 | 29,533.83 | |
| 0350 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 47,649.00 | 47,649.000 | 54,606.000 | 54,606.000 | 0.08 | 4,368.48 | |||
| 0360 | STAKING OLDHAM CO. | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0370 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0380 | EROSION CONTROL BLANKET | 05950 | SQYD | 45,444.00 | 45,444.000 | 7,051.000 | 7,051.000 | 0.98 | 6,909.98 | |||
| 0390 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 76.00 | 76.000 | 112.000 | 112.000 | 29.00 | 3,248.00 | |||
| 0400 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 38.00 | 38.000 | 115.000 | 115.000 | 29.00 | 3,335.00 | |||
| 0410 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 122,359.00 | 122,359.000 | -34,235.000 | 186,409.000 | 152,174.000 | 0.08 | -2,738.80 | 12,173.92 | |
| 0420 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 61,180.00 | 61,180.000 | 36,500.000 | 70,685.000 | 107,185.000 | 0.14 | 5,110.00 | 15,005.90 | |
| 0430 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 379.00 | 379.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0440 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,894.00 | 1,894.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0450 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,515.00 | 1,515.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0460 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 298.00 | 298.000 | 341.000 | 341.000 | 16.75 | 5,711.75 | |||
| 0470 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 298.00 | 298.000 | 186.000 | 186.000 | 6.50 | 1,209.00 | |||
| 0480 | FUEL ADJUSTMENT | 10020NS | DOLL | 21,044.00 | 21,044.000 | 590.990 | 24,248.890 | 24,839.880 | 1.00 | 590.99 | 24,839.88 | |
| 0490 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 41,175.00 | 41,175.000 | 18.160 | 3,938.920 | 3,957.080 | 1.00 | 18.16 | 3,957.08 | |
| 0500 | PAVEMENT REPAIR | 20757ED | SQYD | 379.00 | 1,378.450 | 1,378.450 | 1,378.450 | 135.00 | 186,090.75 | |||
| 0510 | EROSION CONTROL OLDHAM CO. | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0520 | FILL AND GRADE MEDIAN | 21451ED | LF | 14,736.00 | 14,736.000 | 6,500.000 | 6,500.000 | 0.66 | 4,290.00 | |||
| 0530 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 12,513.00 | 12,513.000 | 12,487.500 | 12,487.500 | 14.38 | 179,570.25 | |||
| 8001 | COST PLUS WORK Type 3 End Treatment Drainage (Mac) | 10080NSD | DOLL | 0.00 | 75,379.180 | 75,379.180 | 75,379.180 | 1.00 | 75,379.18 | |||
| 8003 | COST PLUS WORK Type 3 End Treatment Drainage (NWK) | 10080NSD | DOLL | 0.00 | 1,369.480 | 1,369.480 | 1,369.480 | 1.00 | 1,369.48 | |||
| 8005 | NON-SPEC MATERIAL Non-spec Material | 10070NS | DOLL | 0.00 | -7,630.720 | 3.850 | -7,630.720 | -7,626.870 | 1.00 | 3.85 | -7,626.87 | |
| 8006 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -21,645.720 | 0.000 | -21,645.720 | 1.00 | -21,645.72 | -21,645.72 | |
| Project | DE09300710915 | Fed/State Project Number | IM 0711(099) | Category | 0002 TRAFFIC LOOPS | |||||||
| 0540 | CONDUIT-2 IN | 04795 | LF | 100.00 | 100.000 | 131.000 | 131.000 | 8.75 | 1,146.25 | |||
| 0550 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 111.000 | 111.000 | 5.00 | 555.00 | |||
| 0560 | PIEZOELECTRIC SENSOR | 04829 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,355.00 | 10,840.00 | |||
| 0570 | LOOP WIRE | 04830 | LF | 1,436.00 | 1,436.000 | 712.000 | 856.000 | 1,568.000 | 0.33 | 234.96 | 517.44 | |
| 0580 | LOOP SAW SLOT AND FILL | 04895 | LF | 496.00 | 496.000 | 384.000 | 384.000 | 10.75 | 4,128.00 | |||
| 0590 | WOOD POST 4 X 4 | 20360ES818 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 40.00 | 80.00 | |||
| 0600 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 570.00 | 2,280.00 | |||
| 0610 | JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2.000 | 236.00 | 236.00 | 472.00 | |
| Project | DE09300710915 | Fed/State Project Number | IM 0711(099) | Category | 0003 DEMOB AND MOB | |||||||
| 0620 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 118,655.77 | 118,655.77 | |||
| 0630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 40,000.00 | 10,000.00 | 40,000.00 | |
| SUBTOT | $-8,189.62 |
$5,301,875.77 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0560-1-0I |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0007 | $783.742500 | $6,269.94 | ||||||
0560-1-0A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0011 | $783.742500 | $-6,269.94 | ||||||
| SUBTOT | $0.00 |
|||||||||||