|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/29/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071144 | Estimate Number | 0050 | Estimate Type FINAL | |||
| District Office | ELIZABETHTOWN (04300) Ditto, Cody C. | ||||||
| Contractor | FAULKNER CONSTRUCTION LLC | ADDR SN 1 VC Code VC0000098594 | |||||
| 4623 ILLINOIS AVE | |||||||
| LOUISVILLE , KY , 40213 | |||||||
| Pay Period | 07/01/2010 TO 09/08/2011 | ||||||
| Date Approved | 11/15/2011 | ||||||
| Primary Proj Number | DE04730050744 | ||||||
| Project No. | FD04 047 7121 | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | RING ROAD (KY 3005) | ||||||
| Description | EXTEND RING ROAD FROM US 62 TO GAITHER STATION ROAD | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | 06/23/2010 | ||||
| Date Awarded | 08/09/2007 | Date Work Began | 09/20/2007 | ||||
| Date Contract Executed | 08/31/2007 | Open To Traffic | 08/06/2009 | ||||
| Date NTP Issued | 08/31/2007 | Actual Completion Date | 08/06/2009 | ||||
| Current Contract Amount | $7,007,198.58 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,003,250.01 |
Total Earnings | $6,214,017.55 |
$6,189,232.48 |
$24,785.07 |
|
| Percent Complete | 88.63 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $796,551.84 |
Gross Earnings | $6,214,017.55 |
$6,189,232.48 |
$24,785.07 |
|
| Total Change Orders | $3,948.57 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,210,646.74 |
$6,185,861.67 |
$24,785.07 |
|||
| Contract Id | 071144 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0050 | Project Number | FD04 047 7121 | |||||||
| Contractor | FAULKNER CONSTRUCTION LLC | Period | 07/01/2010 TO 09/08/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Plug Water Well | Approved | 05/30/2008 | $1,350.00 | 0.0 | |||||
| 002 | Reconstruct Manhole | Approved | 08/27/2008 | $2,600.00 | 0.0 | |||||
| 003 | Cost/Plus work on 3 sided structure | Approved | 02/27/2009 | $-1.43 | 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 |
||
| DE04730050744 | 0300 | ISLAND HEADER CURB TYPE 2 | NON-SPEC MATERIAL DEDUCTION | 0046 | 0.00 |
$0.00 |
$-62.50 |
||
| DE04730050744 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0049 | 0.00 |
$0.00 |
$-1,045.00 |
||
| DE04730050744 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0049 | 0.00 |
$0.00 |
$-1,381.00 |
||
| DE04730050744 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0049 | 0.00 |
$0.00 |
$-443.20 |
||
| DE04730050744 | 1170 | CONCRETE-CLASS AA | OTHER | 0049 | 0.00 |
$0.00 |
$-439.11 |
||
| Contract Id | 071144 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04730050744 | |||||||
| Estimate Nbr | 0050 | Period | 07/01/2010 TO 09/08/2011 | |||||||
| Contractor | FAULKNER CONSTRUCTION LLC | |||||||||
| Project | DE04730050744 | Fed/State Project Number | FD04 047 7121 | 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 | 41,032.00 | 36,459.000 | 21,886.570 | 21,886.570 | 13.00 | 284,525.41 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 37,125.00 | 37,125.000 | 42,369.000 | 42,369.000 | 3.00 | 127,107.00 | |||
| 0030 | LIME | 00014 | TON | 634.00 | 634.000 | 851.590 | 851.590 | 126.00 | 107,300.34 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4,200.00 | 4,200.000 | 3,110.660 | 3,110.660 | 14.00 | 43,549.24 | |||
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 630.00 | 630.000 | 50.150 | 50.150 | 65.00 | 3,259.75 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 24,919.00 | 24,919.000 | 20,634.960 | 20,634.960 | 42.00 | 866,668.32 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 7.50 | 7.500 | 6.930 | 6.930 | 600.00 | 4,158.00 | |||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,324.00 | 4,324.000 | 3,128.840 | 3,128.840 | 49.00 | 153,313.16 | |||
| 0090 | ASPHALT CURING SEAL | 00358 | TON | 63.00 | 63.000 | 38.340 | 38.340 | 395.00 | 15,144.30 | |||
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | LF | 88.00 | 88.000 | 54.000 | 54.000 | 30.00 | 1,620.00 | |||
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 32.00 | 2,752.00 | |||
| 0120 | ENTRANCE PIPE-24 INCH | 00443 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 47.00 | 1,974.00 | |||
| 0130 | CULVERT PIPE-18 INCH | 00462 | LF | 134.00 | 134.000 | 134.000 | 134.000 | 32.00 | 4,288.00 | |||
| 0140 | CULVERT PIPE-30 INCH | 00466 | LF | 197.00 | 197.000 | 197.000 | 197.000 | 43.00 | 8,471.00 | |||
| 0150 | CULVERT PIPE-48 INCH | 00470 | LF | 162.00 | 162.000 | 162.000 | 162.000 | 60.00 | 9,720.00 | |||
| 0160 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,308.00 | 1,308.000 | 1,116.900 | 1,116.900 | 32.00 | 35,740.80 | |||
| 0170 | SLOTTED DRAIN PIPE-15 INCH | 00981 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 130.00 | 26,000.00 | |||
| 0180 | PERFORATED PIPE-4 INCH | 01000 | LF | 7,805.00 | 7,805.000 | 6,210.000 | 6,210.000 | 6.00 | 37,260.00 | |||
| 0190 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 190.00 | 190.000 | 150.000 | 150.000 | 10.00 | 1,500.00 | |||
| 0200 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0210 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 0220 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 440.00 | 0.00 | |||
| 0230 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 410.00 | 0.00 | |||
| 0240 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0250 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0260 | DROP BOX INLET TYPE 5B | 01505 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 2,000.00 | 20,000.00 | |||
| 0270 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0280 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 50.00 | 950.00 | |||
| 0290 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0300 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 170.00 | 170.000 | 78.000 | 78.000 | 20.00 | 1,560.00 | |||
| 0310 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 0320 | REMOVE PAVEMENT | 02091 | SQYD | 334.00 | 334.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | TEMPORARY DITCH | 02159 | LF | 7,725.00 | 7,725.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0340 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,160.00 | 1,160.000 | 793.543 | 793.543 | 23.00 | 18,251.48 | |||
| 0350 | EMBANKMENT IN PLACE | 02230 | CUYD | 207,664.00 | 207,664.000 | 207,664.000 | 207,664.000 | 3.80 | 789,850.02 | |||
| 0360 | WATER | 02242 | MGAL | 1,485.00 | 1,485.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0370 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 9,395.00 | 9,395.000 | 9,806.000 | 9,806.000 | 4.30 | 42,165.80 | |||
| 0380 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0390 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,889.00 | 2,889.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0400 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0410 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0420 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0430 | GUARDRAIL CONNECTOR TO SHLD BRIDGE PIER TY A-1 | 02384 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0440 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 15.00 | 15.000 | 14.000 | 14.000 | 90.00 | 1,260.00 | |||
| 0450 | WITNESS POST | 02432 | EACH | 15.00 | 15.000 | 14.000 | 14.000 | 50.00 | 700.00 | |||
| 0460 | CLEAN SINKHOLE | 02469 | EACH | 6.00 | 6.000 | 10.000 | 10.000 | 1,000.00 | 10,000.00 | |||
| 0470 | CHANNEL LINING CLASS II | 02483 | TON | 371.00 | 371.000 | 869.960 | 869.960 | 19.00 | 16,529.24 | |||
| 0480 | CHANNEL LINING CLASS III | 02484 | TON | 1,947.00 | 1,947.000 | 1,160.540 | 1,160.540 | 24.00 | 27,852.96 | |||
| 0490 | CLEARING AND GRUBBING 50.9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 207,635.76 | 207,635.76 | |||
| 0500 | SIGNS | 02562 | SQFT | 700.00 | 700.000 | 788.500 | 788.500 | 5.00 | 3,942.50 | |||
| 0520 | EDGE KEY | 02585 | LF | 211.00 | 211.000 | 211.000 | 211.000 | 38.00 | 8,018.00 | |||
| 0530 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0540 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10,680.00 | 10,680.000 | 14,719.166 | 14,719.166 | 2.00 | 29,438.33 | |||
| 0550 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,620.00 | 27,620.00 | |||
| 0560 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,000.00 | 0.00 | |||
| 0570 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0580 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0590 | TEMPORARY SILT FENCE | 02701 | LF | 7,725.00 | 7,725.000 | 5,317.000 | 5,317.000 | 2.00 | 10,634.00 | |||
| 0600 | SAND FOR BLOTTER | 02702 | TON | 2.50 | 2.500 | 105.920 | 105.920 | 30.00 | 3,177.60 | |||
| 0610 | SILT TRAP TYPE A | 02703 | EACH | 102.00 | 102.000 | 7.000 | 7.000 | 200.00 | 1,400.00 | |||
| 0620 | SILT TRAP TYPE B | 02704 | EACH | 68.00 | 68.000 | 26.000 | 26.000 | 200.00 | 5,200.00 | |||
| 0630 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 306.00 | 306.000 | 7.000 | 7.000 | 100.00 | 700.00 | |||
| 0640 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 204.00 | 204.000 | 37.000 | 37.000 | 100.00 | 3,700.00 | |||
| 0650 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 15,500.00 | 15,500.000 | 45.000 | 45.000 | 1.00 | 45.00 | |||
| 0660 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
| 0670 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0680 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0690 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,000.00 | 6,000.000 | 14,839.553 | 14,839.553 | 1.40 | 20,775.37 | |||
| 0700 | TEMPORARY MULCH | 05952 | SQYD | 246,840.00 | 246,840.000 | 134,173.333 | 134,173.333 | 0.18 | 24,151.19 | |||
| 0710 | SEEDING AND PROTECTION | 05985 | SQYD | 198,440.00 | 198,440.000 | 146,776.423 | 146,776.423 | 0.32 | 46,968.45 | |||
| 0720 | SODDING | 05990 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 0730 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,500.00 | 2,500.000 | 11,909.000 | 11,909.000 | 0.12 | 1,429.08 | |||
| 0740 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 36,700.00 | 36,700.000 | 26,540.000 | 26,540.000 | 0.14 | 3,715.60 | |||
| 0750 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 96.000 | 96.000 | 1.40 | 134.40 | |||
| 0760 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0770 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 400.00 | 400.000 | 202.000 | 202.000 | 8.00 | 1,616.00 | |||
| 0780 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 360.00 | 360.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0790 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0800 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 51.00 | 51.000 | 12.000 | 12.000 | 100.00 | 1,200.00 | |||
| 0810 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | |||
| 0820 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0830 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0840 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 114.00 | 114.000 | 20.000 | 20.000 | 20.00 | 400.00 | |||
| 0850 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 60.00 | 60.000 | 89.000 | 89.000 | 20.00 | 1,780.00 | |||
| 0860 | CONCRETE-CLASS A | 08100 | CUYD | 16.00 | 16.000 | 14.390 | 14.390 | 850.00 | 12,231.50 | |||
| 0870 | STEEL REINFORCEMENT | 08150 | LB | 1,077.00 | 1,077.000 | 1,069.000 | 1,069.000 | 1.00 | 1,069.00 | |||
| 0880 | CHAIN LINK FENCE-8 FT | 08712 | LF | 2,012.00 | 2,012.000 | 1,684.000 | 1,684.000 | 24.00 | 40,416.00 | |||
| 0890 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 58,375.00 | 58,375.000 | 9,754.600 | 9,754.600 | 1.00 | 9,754.60 | |||
| 0900 | FUEL ADJUSTMENT | 10020NS | DOLL | 46,138.00 | 46,138.000 | -18.030 | 19,680.660 | 19,662.630 | 1.00 | -18.03 | 19,662.63 | |
| 0910 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 52,537.00 | 52,537.000 | 140,528.410 | 140,528.410 | 1.00 | 140,528.41 | |||
| 0920 | GRANULAR PILE CORE | 20209EP69 | CUYD | 835.00 | 835.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0930 | SILT TRAP TYPE C | 20496NS843 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0940 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 102.00 | 102.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0950 | REMOVE ASBESTOS CEMENT WATERLINE | 20583ED | LF | 250.00 | 250.000 | 125.000 | 125.000 | 25.00 | 3,125.00 | |||
| 0960 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0970 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 2,380.00 | 2,380.000 | 1,716.887 | 1,716.887 | 2.00 | 3,433.77 | |||
| 0980 | SLOPED BOX OUTLET TY I-15 IN-MOD | 22530NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 8001 | PLUG WATER WELL | 02475 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,350.00 | 1,350.00 | |||
| 8002 | RECONSTRUCT MANHOLE | 01789 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,450.00 | 2,900.00 | |||
| 8003 | COST PLUS WORK Stablilize Foundation for 3 sided structure | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 59,447.57 | 59,447.57 | |||
| Project | DE04730050744 | Fed/State Project Number | FD04 047 7121 | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0510 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 99,290.19 | 24,822.54 | 99,290.19 | |
| 0990 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 322,197.49 | 322,197.49 | |||
| Project | DE04730050744 | Fed/State Project Number | FD04 047 7121 | Category | 0003 BRIDGE | |||||||
| 1000 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 55.00 | 55.000 | 5.200 | 5.200 | 30.00 | 156.00 | |||
| 1010 | FOUNDATION PREPARATION STA 52+13.91 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 31,000.00 | 31,000.00 | |||
| 1020 | 3-SIDED CULVERT | 21804EN | LF | 80.00 | 80.000 | 78.000 | 78.000 | 4,500.00 | 351,000.00 | |||
| Project | DE04730050744 | Fed/State Project Number | FD04 047 7121 | Category | 0004 BRIDGE | |||||||
| 1030 | FOUNDATION PREPARATION 25772 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 31,000.00 | 31,000.00 | |||
| 1040 | CONCRETE-CLASS A | 08100 | CUYD | 211.00 | 211.000 | 211.000 | 211.000 | 500.00 | 105,500.00 | |||
| 1050 | STEEL REINFORCEMENT | 08150 | LB | 20,870.00 | 20,870.000 | 20,870.000 | 20,870.000 | 0.82 | 17,113.40 | |||
| Project | DE04730050744 | Fed/State Project Number | FD04 047 7121 | Category | 0005 BRIDGE | |||||||
| 1060 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 220.00 | 220.000 | 202.480 | 202.480 | 30.00 | 6,074.40 | |||
| 1070 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 210.00 | 210.000 | 210.000 | 210.000 | 2.00 | 420.00 | |||
| 1080 | MASONRY COATING | 02998 | SQYD | 2,890.00 | 2,890.000 | 1,957.460 | 1,957.460 | 9.00 | 17,617.14 | |||
| 1090 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 161.00 | 161.000 | 161.000 | 161.000 | 40.00 | 6,440.00 | |||
| 1100 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 570.00 | 570.000 | 570.000 | 570.000 | 12.00 | 6,840.00 | |||
| 1110 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 84.80 | 84.800 | 84.800 | 84.800 | 30.00 | 2,544.00 | |||
| 1120 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,500.00 | 2,500.000 | 3,798.040 | 3,798.040 | 25.00 | 94,951.00 | |||
| 1130 | TEST PILES | 08033 | LF | 166.00 | 166.000 | 160.000 | 160.000 | 50.00 | 8,000.00 | |||
| 1140 | PILES-STEEL HP14X73 | 08050 | LF | 583.00 | 583.000 | -0.389 | 564.469 | 564.080 | 50.00 | -19.45 | 28,204.00 | |
| 1150 | PILE POINTS-14 INCH | 08095 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 200.00 | 4,000.00 | |||
| 1160 | CONCRETE-CLASS A | 08100 | CUYD | 413.90 | 413.900 | 413.900 | 413.900 | 500.00 | 206,950.00 | |||
| 1170 | CONCRETE-CLASS AA | 08104 | CUYD | 868.30 | 868.300 | 868.300 | 868.300 | 395.00 | 342,978.50 | |||
| 1180 | STEEL REINFORCEMENT | 08150 | LB | 65,712.00 | 65,712.000 | 65,712.000 | 65,712.000 | 0.82 | 53,883.84 | |||
| 1190 | STEEL REINF-EPOXY COATED | 08151 | LB | 273,394.00 | 273,394.000 | 273,394.000 | 273,394.000 | 1.05 | 287,063.70 | |||
| 1200 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 3,095.00 | 3,095.000 | 3,095.000 | 3,095.000 | 198.00 | 612,810.00 | |||
| 1210 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,348.10 | 1,348.100 | 1,218.000 | 1,218.000 | 60.00 | 73,080.00 | |||
| Project | DE04730050744 | Fed/State Project Number | FD04 047 7121 | Category | 0006 SIGNALIZATION | |||||||
| 1220 | CONDUIT-1 1/4 INCH | 04793 | LF | 285.00 | 285.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 1230 | CONDUIT-2 INCH | 04795 | LF | 380.00 | 380.000 | 500.000 | 500.000 | 9.00 | 4,500.00 | |||
| 1240 | JUNCTION BOX TYPE B | 04811 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
| 1250 | TRENCHING AND BACKFILLING | 04820 | LF | 515.00 | 515.000 | 221.000 | 221.000 | 7.00 | 1,547.00 | |||
| 1260 | LOOP WIRE | 04830 | LF | 4,150.00 | 4,150.000 | 4,817.600 | 4,817.600 | 0.55 | 2,649.68 | |||
| 1270 | CABLE-NO. 14/7C | 04845 | LF | 900.00 | 900.000 | 890.000 | 890.000 | 1.50 | 1,335.00 | |||
| 1280 | CABLE-NO. 14/1 PAIR | 04850 | LF | 5,000.00 | 5,000.000 | 7,415.000 | 7,415.000 | 1.50 | 11,122.50 | |||
| 1290 | MESSENGER-10800 LB | 04885 | LF | 585.00 | 585.000 | 565.000 | 565.000 | 3.75 | 2,118.75 | |||
| 1300 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,285.00 | 1,285.000 | 1,848.600 | 1,848.600 | 10.50 | 19,410.30 | |||
| 1310 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 1320 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 1330 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 1340 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1350 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 250.00 | 1,750.00 | |||
| 1360 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| SUBTOT | $24,785.06 |
$6,214,017.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0100-1-0I |
15 in entrance pipe | LF |
88.00 | 0006 | $6.485000 | $0.00 | ||||||
0110-1-0I |
18 in entrance pipe | LF |
86.00 | 0006 | $7.780000 | $0.00 | ||||||
0120-1-0I |
24 in entrance pipe | LF |
42.00 | 0006 | $10.479000 | $0.00 | ||||||
0130-1-0I |
18 in culvert pipe | LF |
134.00 | 0006 | $10.966000 | $0.00 | ||||||
0160-1-0I |
18 in storm sewer pipe | LF |
1,126.50 | 0006 | $8.256000 | $0.00 | ||||||
0100-2-0I |
15 in entrance pipe | LF |
88.00 | 0007 | $6.490000 | $570.71 | ||||||
0110-2-0I |
18 in entrance pipe | LF |
86.00 | 0007 | $7.780000 | $669.07 | ||||||
0120-2-0I |
24 in enctrance pipe | LF |
42.00 | 0007 | $10.480000 | $440.14 | ||||||
0130-2-0I |
18 in culvert pipe | LF |
134.00 | 0007 | $10.970000 | $1,469.39 | ||||||
0160-2-0I |
18 in storm sewer | LF |
1,126.50 | 0007 | $8.260000 | $9,300.20 | ||||||
1170-1-0I |
CLASS AA | CUYD |
868.30 | 0011 | $43.323000 | $35,736.74 | ||||||
1180-1-0I |
STEEL REINPL 615GR60 | LB |
38,674.00 | 0011 | $0.570000 | $20,939.62 | ||||||
1200-1-0I |
I BEAM, TYPE 4 | LF |
3,095.00 | 0011 | $198.000000 | $459,607.50 | ||||||
0160-1-0A |
18 in storm sewer pipe | LF |
193.50 | 0006 | $8.256000 | $0.00 | ||||||
0160-2-0A |
18 in storm sewer | LF |
180.00 | 0007 | $8.260000 | $-1,486.05 | ||||||
0160-1-0A |
18 in storm sewer pipe | LF |
180.00 | 0007 | $8.256000 | $0.00 | ||||||
0160-2-0A |
18 in storm sewer | LF |
18.00 | 0008 | $8.260000 | $-148.61 | ||||||
0160-1-0A |
18 in storm sewer pipe | LF |
18.00 | 0008 | $8.256000 | $0.00 | ||||||
0160-2-0A |
18 in storm sewer | LF |
47.00 | 0009 | $8.260000 | $-388.02 | ||||||
0160-1-0A |
18 in storm sewer pipe | LF |
47.00 | 0009 | $8.256000 | $0.00 | ||||||
1180-1-0A |
STEEL REINPL 615GR60 | LB |
4,509.65 | 0012 | $0.570000 | $-2,441.70 | ||||||
1180-1-0A |
STEEL REINPL 615GR60 | LB |
3,411.98 | 0013 | $0.570000 | $-1,847.38 | ||||||
1180-1-0A |
STEEL REINPL 615GR60 | LB |
6,906.09 | 0014 | $0.570000 | $-3,739.23 | ||||||
1180-1-0A |
STEEL REINPL 615GR60 | LB |
3,470.98 | 0015 | $0.570000 | $-1,879.33 | ||||||
1180-1-0A |
STEEL REINPL 615GR60 | LB |
12,928.75 | 0016 | $0.570000 | $-7,000.14 | ||||||
0160-2-0A |
18 in storm sewer | LF |
200.00 | 0017 | $8.260000 | $-1,651.17 | ||||||
0160-1-0A |
18 in storm sewer pipe | LF |
200.00 | 0017 | $8.256000 | $0.00 | ||||||
0160-2-0A |
18 in storm sewer | LF |
55.00 | 0018 | $8.260000 | $-454.07 | ||||||
0160-1-0A |
18 in storm sewer pipe | LF |
55.00 | 0018 | $8.256000 | $0.00 | ||||||
1180-1-0A |
STEEL REINPL 615GR60 | LB |
7,446.53 | 0018 | $0.570000 | $-4,031.84 | ||||||
0160-2-0A |
18 in storm sewer | LF |
68.40 | 0019 | $8.260000 | $-564.70 | ||||||
0160-1-0A |
18 in storm sewer pipe | LF |
68.40 | 0019 | $8.256000 | $0.00 | ||||||
1200-1-0A |
I BEAM, TYPE 4 | LF |
1,570.05 | 0024 | $198.000000 | $-233,152.43 | ||||||
0110-2-0A |
18 in entrance pipe | LF |
40.00 | 0025 | $7.780000 | $-311.20 | ||||||
0110-1-0A |
18 in entrance pipe | LF |
40.00 | 0025 | $7.780000 | $0.00 | ||||||
1200-1-0A |
I BEAM, TYPE 4 | LF |
751.20 | 0025 | $198.000000 | $-111,553.20 | ||||||
0110-2-0A |
18 in entrance pipe | LF |
46.00 | 0026 | $7.780000 | $-357.87 | ||||||
0110-1-0A |
18 in entrance pipe | LF |
46.00 | 0026 | $7.780000 | $0.00 | ||||||
0120-2-0A |
24 in enctrance pipe | LF |
42.00 | 0026 | $10.480000 | $-440.14 | ||||||
0120-1-0A |
24 in entrance pipe | LF |
42.00 | 0026 | $10.479000 | $0.00 | ||||||
0100-2-0A |
15 in entrance pipe | LF |
54.00 | 0027 | $6.490000 | $-350.21 | ||||||
0100-1-0A |
15 in entrance pipe | LF |
54.00 | 0027 | $6.485000 | $0.00 | ||||||
1170-1-0A |
CLASS AA | CUYD |
434.15 | 0027 | $43.323000 | $-17,868.37 | ||||||
0130-2-0A |
18 in culvert pipe | LF |
134.00 | 0028 | $10.970000 | $-1,469.39 | ||||||
0130-1-0A |
18 in culvert pipe | LF |
134.00 | 0028 | $10.966000 | $0.00 | ||||||
1170-1-0A |
CLASS AA | CUYD |
434.15 | 0030 | $43.323000 | $-17,868.37 | ||||||
0160-2-0A |
18 in storm sewer | LF |
355.00 | 0032 | $8.260000 | $-2,930.82 | ||||||
0160-1-0A |
18 in storm sewer pipe | LF |
355.00 | 0032 | $8.256000 | $0.00 | ||||||
1200-10C |
I BEAM, TYPE 4 | LF |
0.00 | 0031 | $148.500000 | $-114,901.87 | ||||||
0100-10C |
15 in entrance pipe | LF |
0.00 | 0041 | $0.000000 | $0.00 | ||||||
0100-20C |
15 in entrance pipe | LF |
0.00 | 0041 | $6.485341 | $-220.50 | ||||||
0160-10C |
18 in storm sewer pipe | LF |
0.00 | 0041 | $0.000000 | $0.00 | ||||||
0160-20C |
18 in storm sewer | LF |
0.00 | 0041 | $8.255837 | $-1,676.76 | ||||||
| SUBTOT | $0.00 |
|||||||||||