|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/17/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091066 | Estimate Number | 0058 | Estimate Type FINAL | |||
| District Office | SOMERSET (08360) Foster, Mark A. P.E. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 02/23/2013 TO 05/10/2013 | ||||||
| Date Approved | 07/15/2013 | ||||||
| Primary Proj Number | DE02701270966 | ||||||
| Project No. | ARRA 127-1(100) | ||||||
| Primary County | CLINTON | ||||||
| Name of Road | ALBANY-JAMESTOWN ROAD (US 127) | ||||||
| Description | RECONSTRUCT US 127 FROM THE ALBANY BYPASS NORTH TO KY 90 | ||||||
| Date Let | 12/11/2009 | Formal Acceptance | 10/12/2012 | ||||
| Date Awarded | 01/11/2010 | Date Work Began | 03/10/2010 | ||||
| Date Contract Executed | 01/26/2010 | Open To Traffic | 09/01/2012 | ||||
| Date NTP Issued | 01/26/2010 | Actual Completion Date | 05/02/2012 | ||||
| Current Contract Amount | $16,629,591.21 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,048,940.41 |
Total Earnings | $16,515,209.92 |
$16,460,209.92 |
$55,000.00 |
|
| Percent Complete | 99.25 |
Stockpiled Materials | $-0.02 |
$-0.02 |
$0.00 |
|
| Funds Available | $124,798.46 |
Gross Earnings | $16,515,209.90 |
$16,460,209.90 |
$55,000.00 |
|
| Total Change Orders | $1,580,650.80 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $16,504,792.75 |
$16,449,792.75 |
$55,000.00 |
|||
| Contract Id | 091066 | Change Order Summary |
County | CLINTON | ||||||
| Estimate Nbr | 0058 | Project Number | ARRA 127-1(100) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 02/23/2013 TO 05/10/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Special Embankment (Rock) for Foundation Stabilization | Approved | 10/07/2010 | $1,235,100.00 | 19.0 | |||||
| 002 | Asphalt Life Cycle Cost Deletion | Approved | 06/28/2011 | $-464,258.00 | 0.0 | |||||
| 003 | Add Fuel and Asphalt Adjustments | Approved | 09/15/2011 | $400,000.00 | 0.0 | |||||
| 004 | Add Turning Lanes for School Entrance at Station 495+00 | Approved | 06/19/2012 | $281,806.24 | 12.0 | |||||
| 005 | Cost Plus Work for Sinkhole Repair and an Entrance Revision | Approved | 06/20/2012 | $36,937.05 | 4.0 | |||||
| 006 | Lot Pay Adjustment Override | Approved | 10/10/2012 | $0.00 | 0.0 | |||||
| 007 | Rumble Strips, Pavement Markers, Plug Water Well | Approved | 02/20/2013 | $91,065.51 | 2.0 | |||||
| 008 | Non Spec Material Override | Approved | 02/15/2013 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| OTHER | 0025 |
$17,943.48 |
| OTHER | 0025 |
$23,024.11 |
| OTHER | 0043 |
$100,000.00 |
| OTHER | 0050 |
$-140,967.59 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE02701270966 | 0430 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 34,463.15 |
$1.00 |
$34,463.15 |
||
| DE02701270966 | 1000 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 2,547.51 |
$1.00 |
$2,547.51 |
||
| DE02701270966 | 1040 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 497.03 |
$1.00 |
$497.03 |
||
| DE02701270966 | 1050 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 2,957.51 |
$1.00 |
$2,957.51 |
||
| DE02701270966 | 0430 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 59,626.22 |
$1.00 |
$59,626.22 |
||
| DE02701270966 | 1000 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 22,733.01 |
$1.00 |
$22,733.01 |
||
| DE02701270966 | 1040 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 9,189.07 |
$1.00 |
$9,189.07 |
||
| DE02701270966 | 1050 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 65,852.64 |
$1.00 |
$65,852.64 |
||
| DE02701270966 | 0430 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0035 | -34,463.15 |
$1.00 |
$-34,463.15 |
||
| DE02701270966 | 0430 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0035 | -59,626.22 |
$1.00 |
$-59,626.22 |
||
| DE02701270966 | 1000 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0035 | -2,547.51 |
$1.00 |
$-2,547.51 |
||
| DE02701270966 | 1000 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0035 | -22,733.01 |
$1.00 |
$-22,733.01 |
||
| DE02701270966 | 1040 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0035 | -497.03 |
$1.00 |
$-497.03 |
||
| DE02701270966 | 1040 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0035 | -9,189.07 |
$1.00 |
$-9,189.07 |
||
| DE02701270966 | 1050 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0035 | -2,957.51 |
$1.00 |
$-2,957.51 |
||
| DE02701270966 | 1050 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0035 | -65,852.64 |
$1.00 |
$-65,852.64 |
||
| DE02701270966 | 1040 | CL2 ASPH BASE 1.00D PG64-22 | HMA THICKNESS DEDUCTION | 0045 | -63.81 |
$53.50 |
$-3,413.84 |
||
| DE02701270966 | 1050 | CL3 ASPH BASE 1.00D PG64-22 | HMA THICKNESS DEDUCTION | 0045 | -7.66 |
$53.50 |
$-409.98 |
||
| DE02701270966 | 1060 | CL2 ASPH BASE 0.75D PG64-22 | HMA THICKNESS DEDUCTION | 0045 | -111.57 |
$58.75 |
$-6,554.74 |
||
| DE02701270966 | 1070 | CL3 ASPH BASE 0.75D PG64-22 | HMA THICKNESS DEDUCTION | 0045 | -0.65 |
$58.75 |
$-38.59 |
||
| Contract Id | 091066 | COMMONWEALTH OF KENTUCKY |
County | CLINTON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE02701270966 | |||||||
| Estimate Nbr | 0058 | Period | 02/23/2013 TO 05/10/2013 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE02701270966 | Fed/State Project Number | ARRA 127-1(100) | 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 | LIME STABILIZED ROADBED | 00013 | SQYD | 76,126.00 | 76,126.000 | 76,126.000 | 76,126.000 | 2.85 | 216,959.10 | |||
| 0020 | LIME | 00014 | TON | 1,461.00 | 1,461.000 | 1,461.000 | 1,461.000 | 147.00 | 214,767.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 31.00 | 31.000 | 26.000 | 26.000 | 33.00 | 858.00 | |||
| 0040 | ASPHALT CURING SEAL | 00358 | TON | 76.00 | 76.000 | 76.000 | 76.000 | 700.00 | 53,200.00 | |||
| 0050 | ENTRANCE PIPE-15 IN | 00440 | LF | 366.00 | 366.000 | 386.000 | 386.000 | 29.18 | 11,263.48 | |||
| 0060 | ENTRANCE PIPE-18 IN | 00441 | LF | 1,162.00 | 1,175.000 | 1,190.000 | 1,190.000 | 32.38 | 38,532.20 | |||
| 0070 | ENTRANCE PIPE-24 IN | 00443 | LF | 232.00 | 232.000 | 215.000 | 215.000 | 37.12 | 7,980.80 | |||
| 0080 | ENTRANCE PIPE-30 IN | 00445 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 33.81 | 1,690.50 | |||
| 0090 | ENTRANCE PIPE-24 IN EQUIV | 00452 | LF | 138.00 | 138.000 | 138.000 | 138.000 | 43.88 | 6,055.44 | |||
| 0100 | ENTRANCE PIPE-30 IN EQUIV | 00454 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 59.32 | 2,728.72 | |||
| 0110 | CULVERT PIPE-18 IN | 00462 | LF | 3,496.00 | 3,496.000 | 3,800.000 | 3,800.000 | 43.98 | 167,124.00 | |||
| 0120 | CULVERT PIPE-24 IN | 00464 | LF | 978.00 | 978.000 | 978.000 | 978.000 | 47.13 | 46,093.14 | |||
| 0130 | CULVERT PIPE-30 IN | 00466 | LF | 589.00 | 589.000 | 599.000 | 599.000 | 55.06 | 32,980.94 | |||
| 0140 | CULVERT PIPE-36 IN | 00468 | LF | 813.00 | 813.000 | 813.000 | 813.000 | 83.87 | 68,186.31 | |||
| 0150 | CULVERT PIPE-42 IN | 00469 | LF | 471.00 | 471.000 | 547.000 | 547.000 | 79.40 | 43,431.80 | |||
| 0160 | CULVERT PIPE-48 IN | 00470 | LF | 360.00 | 360.000 | 395.000 | 395.000 | 89.35 | 35,293.25 | |||
| 0170 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 48.94 | 4,991.88 | |||
| 0180 | STORM SEWER PIPE-18 IN | 00522 | LF | 978.00 | 978.000 | 978.000 | 978.000 | 44.04 | 43,071.12 | |||
| 0190 | STORM SEWER PIPE-24 IN | 00524 | LF | 337.00 | 337.000 | 337.000 | 337.000 | 59.59 | 20,081.83 | |||
| 0200 | PERFORATED PIPE-4 IN | 01000 | LF | 10,254.00 | 10,254.000 | 10,167.000 | 10,167.000 | 9.00 | 91,503.00 | |||
| 0210 | PERFORATED PIPE-6 IN | 01001 | LF | 2,050.00 | 2,050.000 | 2,082.000 | 2,082.000 | 9.45 | 19,674.90 | |||
| 0220 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 593.00 | 593.000 | 581.000 | 581.000 | 9.50 | 5,519.50 | |||
| 0230 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 9.00 | 9.000 | 4.000 | 4.000 | 426.00 | 1,704.00 | |||
| 0240 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 489.90 | 4,409.10 | |||
| 0250 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 489.90 | 6,368.70 | |||
| 0260 | STEEL ENCASEMENT PIPE-4 IN | 01061 | LF | 270.00 | 270.000 | 270.000 | 270.000 | 28.00 | 7,560.00 | |||
| 0270 | METAL END SECTION TY 2-18 IN | 01381 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,956.95 | 7,827.80 | |||
| 0280 | METAL END SECTION TY 3-36 IN | 01395 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,220.73 | 6,441.46 | |||
| 0290 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 23.00 | 23.000 | 28.000 | 28.000 | 1,573.65 | 44,062.20 | |||
| 0300 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 1,972.56 | 19,725.60 | |||
| 0310 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,102.65 | 6,205.30 | |||
| 0320 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,945.62 | 7,891.24 | |||
| 0330 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,795.45 | 7,181.80 | |||
| 0340 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,359.17 | 2,359.17 | |||
| 0350 | DROP BOX INLET TYPE 5B | 01505 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,805.44 | 16,248.96 | |||
| 0360 | DROP BOX INLET TYPE 5C | 01508 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,805.44 | 16,248.96 | |||
| 0370 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,012.10 | 1,012.10 | |||
| 0380 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,090.73 | 1,090.73 | |||
| 0390 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,661.33 | 3,661.33 | |||
| 0400 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 10.00 | 150.00 | |||
| 0410 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 275.00 | 2,200.00 | |||
| 0420 | REMOVE PAVEMENT | 02091 | SQYD | 2,951.00 | 2,951.000 | 2,934.000 | 2,934.000 | 3.95 | 11,589.30 | |||
| 0430 | ROADWAY EXCAVATION | 02200 | CUYD | 1,075,335.00 | 1,075,335.000 | 1,080,629.000 | 1,080,629.000 | 2.23 | 2,409,802.67 | |||
| 0440 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,534.00 | 9,534.000 | 10,499.000 | 10,499.000 | 24.86 | 261,005.14 | |||
| 0450 | WATER | 02242 | MGAL | 4,200.00 | 4,200.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0460 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 46,901.00 | 46,901.000 | 46,798.000 | 46,798.000 | 4.36 | 204,039.28 | |||
| 0470 | SINGLE VEHICULAR WOVEN WIRE GATE | 02288 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,623.51 | 1,623.51 | |||
| 0480 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 17,265.00 | 17,265.000 | 17,465.000 | 17,465.000 | 14.00 | 244,510.00 | |||
| 0490 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 44.00 | 44.000 | 29.000 | 29.000 | 50.00 | 1,450.00 | |||
| 0500 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 0510 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 645.00 | 1,935.00 | |||
| 0520 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 15.00 | 15.000 | 14.000 | 14.000 | 945.00 | 13,230.00 | |||
| 0530 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 700.00 | 2,100.00 | |||
| 0540 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 1,700.00 | 30,600.00 | |||
| 0550 | TEMP GUARDRAIL | 02397 | LF | 4,700.00 | 4,700.000 | 1,340.000 | 1,340.000 | 8.50 | 11,390.00 | |||
| 0560 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 167.00 | 167.000 | 170.000 | 170.000 | 75.00 | 12,750.00 | |||
| 0570 | WITNESS POST | 02432 | EACH | 167.00 | 167.000 | 169.000 | 169.000 | 65.00 | 10,985.00 | |||
| 0580 | CHANNEL LINING CLASS IV | 02488 | CUYD | 7,635.00 | 7,635.000 | 7,696.800 | 7,696.800 | 3.30 | 25,399.44 | |||
| 0590 | CLEARING AND GRUBBING 208.5 ACRES | 02545 | LS | 1.00 | 1.000 | 0.972 | 0.972 | 71,500.00 | 69,498.00 | |||
| 0600 | SIGNS | 02562 | SQFT | 416.00 | 416.000 | 1,993.400 | 1,993.400 | 8.25 | 16,445.55 | |||
| 0610 | EDGE KEY | 02585 | LF | 344.00 | 344.000 | 633.000 | 633.000 | 65.00 | 41,145.00 | |||
| 0620 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 21,844.00 | 21,844.000 | 3,889.000 | 3,889.000 | 1.64 | 6,377.96 | |||
| 0630 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 67,044.00 | 67,044.000 | 36,360.000 | 36,360.000 | 1.86 | 67,629.60 | |||
| 0640 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 29,836.00 | 29,836.000 | 13,238.330 | 13,238.330 | 2.00 | 26,476.66 | |||
| 0650 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,238.00 | 35,238.00 | |||
| 0660 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 37,605.00 | 0.00 | |||
| 0670 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 9,900.00 | 0.00 | |||
| 0680 | SAND FOR BLOTTER | 02702 | TON | 190.00 | 190.000 | 190.000 | 190.000 | 20.90 | 3,971.00 | |||
| 0690 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 69,000.00 | 69,000.00 | |||
| 0700 | REMOVE STRUCTURE PARCEL #302 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0710 | REMOVE STRUCTURE PARCEL #318 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0720 | REMOVE STRUCTURE PARCEL #334 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0730 | REMOVE STRUCTURE PARCEL #335 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0740 | REMOVE STRUCTURE PARCEL #400 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0750 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,540.00 | 0.00 | |||
| 0760 | EROSION CONTROL BLANKET | 05950 | SQYD | 50,409.00 | 50,409.000 | 49,625.340 | 49,625.340 | 0.99 | 49,129.08 | |||
| 0770 | TOPDRESSING FERTILIZER | 05966 | TON | 52.00 | 52.000 | 52.000 | 52.000 | 650.00 | 33,800.00 | |||
| 0780 | SEEDING AND PROTECTION | 05985 | SQYD | 1,009,092.00 | 1,009,092.000 | 1,013,617.400 | 1,013,617.400 | 0.30 | 304,085.22 | |||
| 0790 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0800 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0810 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 124,500.00 | 124,500.000 | 576.000 | 576.000 | 0.15 | 86.40 | |||
| 0820 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 148,565.00 | 148,565.000 | 291,679.250 | 291,679.250 | 0.13 | 37,918.30 | |||
| 0830 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0840 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0850 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0860 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 577.00 | 577.000 | 488.000 | 488.000 | 10.00 | 4,880.00 | |||
| 0870 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,303.00 | 3,303.000 | 1,093.000 | 1,093.000 | 10.00 | 10,930.00 | |||
| 0880 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 61.00 | 61.000 | 117.000 | 117.000 | 75.00 | 8,775.00 | |||
| 0890 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 852.00 | 0.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0900 | PAVEMENT MARKER TYPE IV-B W/R | 06583 | EACH | 200.00 | 0.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0910 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 247.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0920 | CONCRETE-CLASS A | 08100 | CUYD | 98.25 | 98.250 | 99.295 | 99.295 | 772.13 | 76,668.64 | |||
| 0930 | STEEL REINFORCEMENT | 08150 | LB | 5,435.00 | 5,435.000 | 5,398.000 | 5,398.000 | 1.33 | 7,179.34 | |||
| 0960 | SAWCUT PAVEMENT | 20550ND | LF | 4,800.00 | 4,800.000 | 4,846.000 | 4,846.000 | 2.20 | 10,661.20 | |||
| 0970 | ENTRANCE PIPE-36 IN | 22581EN | LF | 149.00 | 149.000 | 149.000 | 149.000 | 53.25 | 7,934.25 | |||
| 0980 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 4,069.00 | 4,069.000 | 3,701.000 | 3,701.000 | 8.50 | 31,458.50 | |||
| 0990 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 56,100.00 | 56,100.00 | |||
| 8000 | SPECIAL EMBANKMENT - ROCK | 02233 | CUYD | 0.00 | 66,000.000 | 62,369.770 | 62,369.770 | 13.76 | 858,208.03 | |||
| 8001 | PIPE UNDERCUT | 02219 | CUYD | 0.00 | 500.000 | 273.000 | 273.000 | 20.00 | 5,460.00 | |||
| 8002 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 350,000.000 | 422,953.430 | 422,953.430 | 1.00 | 422,953.43 | |||
| 8003 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 475,000.000 | 514,562.340 | 514,562.340 | 1.00 | 514,562.34 | |||
| 8004 | COST PLUS WORK School Turning Lanes at Sta. 495+00 | 10080NSD | DOLL | 0.00 | 104,631.340 | 104,631.340 | 104,631.340 | 1.00 | 104,631.34 | |||
| 8005 | COST PLUS WORK Sinkhole at Sta. 428+50 | 10080NSD | DOLL | 0.00 | 17,055.760 | 17,055.760 | 17,055.760 | 1.00 | 17,055.76 | |||
| 8006 | COST PLUS WORK Entrance Revision to Parcel 335 | 10080NSD | DOLL | 0.00 | 19,881.290 | 19,881.290 | 19,881.290 | 1.00 | 19,881.29 | |||
| 8007 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -15,245.960 | -15,245.960 | 1.00 | -15,245.96 | |||
| 8008 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 0.00 | 78,922.000 | 78,922.000 | 78,922.000 | 0.28 | 22,098.16 | |||
| 8009 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 0.00 | 489.000 | 489.000 | 489.000 | 23.00 | 11,247.00 | |||
| 8010 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 0.00 | 443.000 | 443.000 | 443.000 | 23.00 | 10,189.00 | |||
| 8011 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 28,895.000 | 28,895.000 | 28,895.000 | 0.73 | 21,093.35 | |||
| 8012 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 4,000.000 | 3,587.500 | 3,587.500 | 2.04 | 7,318.50 | |||
| 8013 | PLUG WATER WELL | 02475 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| 8014 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 8015 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 32,500.00 | 32,500.00 | |||
| 8016 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -2,117.910 | -2,117.910 | 1.00 | -2,117.91 | |||
| Project | DE02701270966 | Fed/State Project Number | ARRA 127-1(100) | Category | 0002 ASPHALT ALT | |||||||
| 0940 | PAVEMENT ADJUSTMENT ASPHALT | 10203ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 464,258.00 | 0.00 | |||
| 1000 | CRUSHED STONE BASE | 00003 | TON | 145,028.00 | 133,936.740 | 131,552.630 | 131,552.630 | 14.29 | 1,879,887.08 | |||
| 1010 | TRAFFIC BOUND BASE | 00020 | TON | 228.00 | 228.000 | 1,662.120 | 1,662.120 | 17.60 | 29,253.31 | |||
| 1020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 898.00 | 898.000 | 770.250 | 770.250 | 65.00 | 50,066.25 | |||
| 1030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 16,934.00 | 17,364.160 | 16,275.160 | 16,275.160 | 53.50 | 870,721.06 | |||
| 1050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 53,990.00 | 55,879.390 | 54,609.700 | 54,609.700 | 53.50 | 2,921,618.95 | |||
| 1060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,635.00 | 6,635.000 | 5,418.630 | 5,418.630 | 58.75 | 318,344.51 | |||
| 1070 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 9,480.00 | 9,480.000 | 8,891.130 | 8,891.130 | 58.75 | 522,353.88 | |||
| 1080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 108.00 | 108.000 | 102.060 | 102.060 | 725.00 | 73,993.50 | |||
| 1090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 9,400.00 | 9,676.850 | 10,267.220 | 10,267.220 | 62.70 | 643,754.69 | |||
| 1100 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,077.00 | 1,077.000 | 1,416.120 | 1,416.120 | 62.70 | 88,790.72 | |||
| 1110 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 7,550.00 | 7,877.660 | 9,645.700 | 9,645.700 | 68.10 | 656,872.17 | |||
| 1120 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1130 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 50.00 | 50.000 | 113.210 | 113.210 | 75.00 | 8,490.75 | |||
| Project | DE02701270966 | Fed/State Project Number | ARRA 127-1(100) | Category | 0005 26105 | |||||||
| 1430 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,300.00 | 5,300.00 | |||
| 1440 | CONCRETE-CLASS A | 08100 | CUYD | 159.10 | 159.100 | 159.100 | 159.100 | 390.00 | 62,049.00 | |||
| 1450 | STEEL REINFORCEMENT | 08150 | LB | 13,562.00 | 13,562.000 | 13,562.000 | 13,562.000 | 0.80 | 10,849.60 | |||
| Project | DE02701270966 | Fed/State Project Number | ARRA 127-1(100) | Category | 0006 26104 | |||||||
| 1460 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,420.70 | 2,420.700 | 2,681.000 | 2,681.000 | 27.50 | 73,727.50 | |||
| 1470 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 72.90 | 72.900 | 66.700 | 66.700 | 27.50 | 1,834.25 | |||
| 1480 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 735.10 | 735.100 | 720.000 | 720.000 | 1.65 | 1,188.00 | |||
| 1490 | MASONRY COATING | 02998 | SQYD | 519.80 | 519.800 | 491.410 | 491.410 | 8.00 | 3,931.28 | |||
| 1500 | RETAINING WALL (REVISED: 11-30-09) | 08018 | SQFT | 4,431.00 | 4,431.000 | 4,431.000 | 4,431.000 | 36.00 | 159,516.00 | |||
| Project | DE02701270966 | Fed/State Project Number | ARRA 127-1(100) | Category | 0007 DEMOB AND MOB | |||||||
| 1510 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 270,581.00 | 270,581.00 | |||
| 1520 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 220,000.00 | 55,000.00 | 220,000.00 | |
| Project | DE02701270966 | Fed/State Project Number | ARRA 127-1(100) | Category | 0008 GAS LINE | |||||||
| 1530 | STEEL ENCASEMENT PIPE-8 IN | 01065 | LF | 254.00 | 254.000 | 254.000 | 254.000 | 54.00 | 13,716.00 | |||
| 1540 | GAS LINE-1 IN | 03398 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1550 | GAS LINE-2 IN | 03400 | LF | 1,477.00 | 1,477.000 | 1,830.000 | 1,830.000 | 12.00 | 21,960.00 | |||
| 1560 | GAS LINE-4 IN IN COVER PIPE | 03404 | LF | 254.00 | 254.000 | 254.000 | 254.000 | 6.00 | 1,524.00 | |||
| 1570 | GAS LINE-4 IN OPEN TRENCH | 03404 | LF | 2,172.00 | 2,172.000 | 2,097.000 | 2,097.000 | 13.50 | 28,309.50 | |||
| 1580 | CUT & CAP 2 IN-PE | 20084NN | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 1590 | CUT & CAP 4 IN -PE | 20084NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 1600 | POLYVALVE AND BOX-4 IN | 21207ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 460.00 | 2,300.00 | |||
| 1610 | POLYVALVE AND BOX-2 IN | 21208ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 275.00 | 550.00 | |||
| 1620 | CRUSHED STONE TEMP SURF REPLACE | 23300ED | TON | 25.00 | 25.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 1630 | SERVICE TAP AND TEE-1 IN | 23710EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 1640 | CUT EXISTING 4 IN-PE | 23711EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,100.00 | 3,300.00 | |||
| 1650 | CUT EXISTING 2 IN-PE | 23712EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
| 1660 | RECONNECT EXIST 1 IN-PE | 23713EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 1670 | FIBERGLASS LINE MARKER-FLAT | 23714EC | EACH | 10.00 | 10.000 | 13.000 | 13.000 | 40.00 | 520.00 | |||
| 1680 | FIBERGLASS LINE MARKER-TUBULAR | 23715EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| Project | DE02701270966 | Fed/State Project Number | ARRA 127-1(100) | Category | 0009 TRAINEES | |||||||
| 1690 | TRAINEE PAYMENT REIMBURSEMENT 1 ARTICULATING OFF-ROAD TRUCK DRIVER | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.10 | 1,540.00 | |||
| SUBTOT | $55,000.00 |
$16,515,209.77 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0460-1-0I |
FENCE, WOVEN | LF |
46,901.00 | 0002 | $1.897000 | $88,971.20 | ||||||
0480-1-0I |
GDRAIL GALV BW .135 | LF |
17,262.50 | 0016 | $9.196000 | $158,745.95 | ||||||
0540-1-0I |
GUARDRAIL END TR 4A | EACH |
18.00 | 0016 | $1123.375000 | $20,220.75 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
4,488.00 | 0022 | $1.897000 | $-8,513.74 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
2,932.00 | 0023 | $1.897000 | $-5,562.00 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
2,073.00 | 0024 | $1.897000 | $-3,932.48 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
6,635.00 | 0025 | $1.897000 | $-12,586.60 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
290.00 | 0026 | $1.897000 | $-550.13 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
514.00 | 0028 | $1.897000 | $-975.06 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
5,632.00 | 0032 | $1.897000 | $-10,683.90 | ||||||
0480-1-0A |
GDRAIL GALV BW .135 | LF |
7,621.25 | 0035 | $9.196000 | $-70,085.02 | ||||||
0540-1-0A |
GUARDRAIL END TR 4A | EACH |
6.00 | 0035 | $1123.375000 | $-6,740.25 | ||||||
0480-1-0A |
GDRAIL GALV BW .135 | LF |
-125.00 | 0036 | $9.196000 | $1,149.50 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
4,833.00 | 0038 | $1.897000 | $-9,168.20 | ||||||
0480-1-0A |
GDRAIL GALV BW .135 | LF |
947.50 | 0038 | $9.196000 | $-8,713.21 | ||||||
0540-1-0A |
GUARDRAIL END TR 4A | EACH |
4.00 | 0038 | $1123.375000 | $-4,493.50 | ||||||
0480-1-0A |
GDRAIL GALV BW .135 | LF |
8,588.75 | 0039 | $9.196000 | $-78,982.15 | ||||||
0540-1-0A |
GUARDRAIL END TR 4A | EACH |
7.00 | 0039 | $1123.375000 | $-7,863.63 | ||||||
0480-1-0A |
GDRAIL GALV BW .135 | LF |
38.75 | 0041 | $9.196000 | $-356.34 | ||||||
0540-1-0A |
GUARDRAIL END TR 4A | EACH |
1.00 | 0041 | $1123.375000 | $-1,123.38 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
1,447.00 | 0044 | $1.897000 | $-2,744.96 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
6,474.00 | 0045 | $1.897000 | $-12,281.18 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
3,450.00 | 0046 | $1.897000 | $-6,544.65 | ||||||
0480-1-0A |
GDRAIL GALV BW .135 | LF |
191.25 | 0046 | $9.196000 | $-1,758.74 | ||||||
0460-1-0A |
FENCE, WOVEN | LF |
8,030.00 | 0047 | $1.897000 | $-15,232.91 | ||||||
0460-10C |
FENCE, WOVEN | LF |
0.00 | 0057 | $1.897000 | $-195.39 | ||||||
| SUBTOT | $-0.02 |
|||||||||||