|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:10/30/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091108 | Estimate Number | 0035 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05300) Bailey, Kevin J. | ||||||
| Contractor | CINCINNATI INSURANCE COMPANY (THE) | ADDR SN 1 VC Code VC0000193921 | |||||
| P.O. BOX 145496 | |||||||
| CINCINNATI , OH , 45250-5496 | |||||||
| Pay Period | 08/07/2013 TO 10/23/2013 | ||||||
| Date Approved | 10/30/2013 | ||||||
| Primary Proj Number | DE05602640908 | ||||||
| Project No. | IM 264-1 (162) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | SHAWNEE EXPRESSWAY (I-264) FY14 | ||||||
| Description | RECONSTRUCT SHAWNEE EXPRESSWAY NB RAMP TO WB I-64 | ||||||
| Date Let | 04/24/2009 | Formal Acceptance | 09/30/2010 | ||||
| Date Awarded | 05/05/2009 | Date Work Began | 06/10/2009 | ||||
| Date Contract Executed | 05/26/2009 | Open To Traffic | 09/30/2010 | ||||
| Date NTP Issued | 05/26/2009 | Actual Completion Date | 09/30/2010 | ||||
| Current Contract Amount | $6,379,564.69 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,587,000.00 |
Total Earnings | $6,372,572.98 |
$6,372,572.98 |
$0.00 |
|
| Percent Complete | 99.99 |
Stockpiled Materials | $6,421.68 |
$6,421.68 |
$0.00 |
|
| Funds Available | $570.03 |
Gross Earnings | $6,378,994.66 |
$6,378,994.66 |
$0.00 |
|
| Total Change Orders | $792,564.69 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,378,994.66 |
$6,378,994.66 |
$0.00 |
|||
| Contract Id | 091108 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0035 | Project Number | IM 264-1 (162) | |||||||
| Contractor | CINCINNATI INSURANCE COMPANY (THE) | Period | 08/07/2013 TO 10/23/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Pile Points | Approved | 01/07/2010 | $16,065.00 | 0.0 | |||||
| 002 | Repair of Bank Street Bridge and Approaches | Approved | 08/02/2010 | $251,499.69 | 24.0 | |||||
| 005 | Administrative Settlement | Approved | 07/24/2013 | $525,000.00 | 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 | 091108 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE05602640908 | |||||||
| Estimate Nbr | 0035 | Period | 08/07/2013 TO 10/23/2013 | |||||||
| Contractor | CINCINNATI INSURANCE COMPANY (THE) | |||||||||
| Project | DE05602640908 | Fed/State Project Number | IM 264-1 (162) | 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 | 3,589.00 | 3,809.000 | 4,159.340 | 4,159.340 | 25.27 | 105,106.52 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 730.00 | 730.000 | 657.340 | 657.340 | 15.27 | 10,037.58 | |||
| 0030 | JPC PAVEMENT DRAINAGE BLANKET | 00022 | TON | 1,427.00 | 1,617.000 | 1,647.080 | 1,647.080 | 55.00 | 90,589.40 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 369.00 | 369.000 | 287.960 | 287.960 | 22.00 | 6,335.12 | |||
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 26.00 | 26.000 | 36.270 | 36.270 | 85.00 | 3,082.95 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.00 | 3.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 5.70 | 6.450 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0080 | CULVERT PIPE-15 IN | 00461 | LF | 73.30 | 73.300 | 56.000 | 56.000 | 28.71 | 1,607.76 | |||
| 0090 | CULVERT PIPE-18 IN | 00462 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 42.26 | 1,436.84 | |||
| 0100 | STORM SEWER PIPE-15 IN | 00521 | LF | 16.00 | 16.000 | 6.000 | 6.000 | 63.71 | 382.26 | |||
| 0110 | STORM SEWER PIPE-18 IN | 00522 | LF | 82.70 | 82.700 | 74.700 | 74.700 | 32.26 | 2,409.82 | |||
| 0120 | STORM SEWER PIPE-24 IN | 00524 | LF | 14.90 | 14.900 | 11.000 | 11.000 | 56.00 | 616.00 | |||
| 0130 | PERFORATED PIPE-4 IN | 01000 | LF | 975.00 | 975.000 | 837.000 | 837.000 | 9.00 | 7,533.00 | |||
| 0140 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 13.00 | 468.00 | |||
| 0150 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 0160 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 212.00 | 848.00 | |||
| 0170 | REMOVE PIPE | 01310 | LF | 157.00 | 157.000 | 126.000 | 126.000 | 5.00 | 630.00 | |||
| 0180 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,082.00 | 6,164.00 | |||
| 0190 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,822.88 | 5,468.64 | |||
| 0200 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0210 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 960.00 | 960.00 | |||
| 0220 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,275.00 | 1,275.00 | |||
| 0230 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0240 | REMOVE CATCH BASIN | 01706 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0250 | ISLAND INTEGRAL CURB | 01845 | LF | 36.00 | 36.000 | 61.000 | 61.000 | 20.00 | 1,220.00 | |||
| 0260 | REMOVE INTEGRAL CURB | 01902 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 5.00 | 300.00 | |||
| 0270 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 12.00 | 12.000 | 5.000 | 5.000 | 4.24 | 21.20 | |||
| 0280 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 18.00 | 18.000 | 16.000 | 16.000 | 4.24 | 67.84 | |||
| 0290 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 4.24 | 46.64 | |||
| 0300 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 4.24 | 46.64 | |||
| 0310 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 0320 | REMOVE PCC PAVEMENT | 02058 | SQYD | 4,102.00 | 5,057.000 | 5,057.000 | 5,057.000 | 3.50 | 17,699.50 | |||
| 0330 | JPC PAVEMENT-13 IN | 02086 | SQYD | 4,997.00 | 5,952.000 | 6,032.640 | 6,032.640 | 75.72 | 456,791.50 | |||
| 0340 | JPC PAVEMENT-13 IN SHLD | 02087 | SQYD | 2,127.00 | 2,127.000 | 2,165.860 | 2,165.860 | 73.48 | 159,147.39 | |||
| 0350 | TEMP DITCH | 02159 | LF | 1,625.00 | 1,625.000 | 100.000 | 100.000 | 1.00 | 100.00 | |||
| 0360 | EMBANKMENT IN PLACE | 02230 | CUYD | 29,234.00 | 29,234.000 | 29,234.000 | 29,234.000 | 5.42 | 158,448.28 | |||
| 0370 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0380 | REMOVE FENCE | 02265 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 10.00 | 200.00 | |||
| 0390 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0400 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,975.00 | 1,975.000 | 2,045.000 | 2,045.000 | 17.80 | 36,401.00 | |||
| 0410 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
| 0420 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0430 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 0440 | REMOVE GUARDRAIL | 02381 | LF | 1,867.00 | 1,867.000 | 1,398.000 | 1,398.000 | 1.20 | 1,677.60 | |||
| 0450 | REMOVE & RESET GUARDRAIL | 02383 | LF | 662.50 | 662.500 | 88.000 | 88.000 | 10.00 | 880.00 | |||
| 0460 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0470 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 0480 | CLEARING AND GRUBBING 2 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 53,275.01 | 53,275.01 | |||
| 0490 | SIGNS | 02562 | SQFT | 804.00 | 804.000 | 688.000 | 688.000 | 4.00 | 2,752.00 | |||
| 0500 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 100.00 | 10.00 | |||
| 0510 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | EACH | 462.00 | 462.000 | 90.000 | 90.000 | 7.00 | 630.00 | |||
| 0520 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 500.00 | 500.000 | 156.780 | 156.780 | 2.00 | 313.56 | |||
| 0530 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0540 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500,564.54 | 500,564.54 | |||
| 0550 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0560 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,752.00 | 9,752.00 | |||
| 0570 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 7,950.00 | 7,950.00 | |||
| 0580 | TEMP SILT FENCE | 02701 | LF | 500.00 | 500.000 | 432.000 | 432.000 | 2.00 | 864.00 | |||
| 0590 | SAND FOR BLOTTER | 02702 | TON | 17.80 | 17.800 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0600 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0610 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 100.00 | 300.00 | |||
| 0620 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 30.00 | 30.000 | 15.000 | 15.000 | 25.00 | 375.00 | |||
| 0630 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 25.00 | 25.00 | |||
| 0640 | CLEAN TEMP SILT FENCE | 02709 | LF | 500.00 | 500.000 | 250.000 | 250.000 | 0.50 | 125.00 | |||
| 0650 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 88,866.38 | 88,866.38 | |||
| 0660 | REMOVE STRUCTURE 11 SPAN COMPOSITE I BEAM BRIDGE | 02731 | LS | 1.00 | 1.000 | 0.890 | 0.890 | 170,000.00 | 151,300.00 | |||
| 0670 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,968.00 | 2,968.00 | |||
| 0680 | CRASH CUSHION TYPE VI-T (REVISED: 4-15-09) | 02894 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0690 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 4,050.00 | 4,050.000 | 3,320.000 | 3,320.000 | 2.00 | 6,640.00 | |||
| 0700 | EROSION CONTROL BLANKET | 05950 | SQYD | 850.00 | 850.000 | 833.700 | 833.700 | 1.60 | 1,333.92 | |||
| 0710 | TEMP MULCH | 05952 | SQYD | 9,600.00 | 9,600.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0720 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 960.00 | 960.000 | 634.330 | 634.330 | 0.22 | 139.55 | |||
| 0730 | SEEDING AND PROTECTION | 05985 | SQYD | 9,600.00 | 9,600.000 | 9,600.000 | 9,600.000 | 0.48 | 4,608.00 | |||
| 0740 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 12.00 | 12.000 | 5.000 | 5.000 | 35.00 | 175.00 | |||
| 0750 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 14.00 | 14.000 | 7.000 | 7.000 | 35.00 | 245.00 | |||
| 0760 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0770 | PAVE STRIPING REMOVAL-12 IN | 06533 | LF | 7,800.00 | 7,800.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0780 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,000.00 | 2,000.000 | 3,414.000 | 3,414.000 | 2.50 | 8,535.00 | |||
| 0790 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 13,150.00 | 13,150.000 | 8,038.000 | 8,038.000 | 1.50 | 12,057.00 | |||
| 0800 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 8,380.00 | 8,380.000 | 8,445.000 | 8,445.000 | 1.50 | 12,667.50 | |||
| 0810 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 6,260.00 | 6,260.000 | 4,358.000 | 4,358.000 | 3.50 | 15,253.00 | |||
| 0820 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 8,353.00 | 8,353.000 | 9,180.000 | 9,180.000 | 3.50 | 32,130.00 | |||
| 0830 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 1,404.00 | 1,404.000 | 1,590.000 | 1,590.000 | 6.00 | 9,540.00 | |||
| 0840 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0850 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 66.00 | 66.000 | 62.000 | 62.000 | 42.00 | 2,604.00 | |||
| 0860 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 29.00 | 29.000 | 30.000 | 30.000 | 42.00 | 1,260.00 | |||
| 0870 | CONCRETE-CLASS A | 08100 | CUYD | 4.40 | 4.400 | 4.940 | 4.940 | 900.00 | 4,446.00 | |||
| 0880 | CRASH CUSHION TY VII CLASS C | 08908 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 21,500.00 | 21,500.00 | |||
| 0890 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,486.00 | 2,486.000 | 3,934.630 | 3,934.630 | 1.00 | 3,934.63 | |||
| 0900 | REMOVE & RESET TRAFFIC SIGN | 20194ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0910 | GRANULAR PILE CORE | 20209EP69 | CUYD | 650.00 | 650.000 | 193.000 | 193.000 | 30.00 | 5,790.00 | |||
| 0920 | RELOCATE CONC BARRIER WALL | 20318ES508 | LF | 3,190.00 | 3,190.000 | 3,840.000 | 3,840.000 | 1.00 | 3,840.00 | |||
| 0930 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0940 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 99.00 | 99.000 | 99.000 | 99.000 | 34.00 | 3,366.00 | |||
| 8001 | PILE POINTS-14 IN Pile Points | 08095 | EACH | 0.00 | 105.000 | 105.000 | 105.000 | 153.00 | 16,065.00 | |||
| 8002 | EW~ Remove and Reconstruct Backwalls of Bank Street Bridge | 10093EX | LF | 0.00 | 132.500 | 132.500 | 132.500 | 697.00 | 92,352.50 | |||
| 8003 | EW~ Remove and Reinstall JPC Approach Pavement | 10097EX | SQFT | 0.00 | 297.000 | 297.000 | 297.000 | 82.77 | 24,582.69 | |||
| 8004 | ASPH PAVE MILLING & TEXTURING Mill Existing Spot Patches on Bridge Deck and Approaches | 02677 | TON | 0.00 | 350.000 | 373.160 | 373.160 | 225.00 | 83,961.00 | |||
| 8005 | CL4 ASPH SURF 0.38A PG76-22 Inlay Bridge Decks and approach pavements | 00342 | TON | 0.00 | 250.000 | 236.120 | 236.120 | 265.00 | 62,571.80 | |||
| 8007 | MAINTAIN & CONTROL TRAFFIC Additional MOT for Bridge End Repairs | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,500.00 | 15,500.00 | |||
| Project | DE05602640908 | Fed/State Project Number | IM 264-1 (162) | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0950 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 261,775.87 | 261,775.87 | |||
| 0960 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 79,214.74 | 0.00 | |||
| 8009 | LIQUIDATED DAMAGES-FULL RATE | 10010NS | DAY | 0.00 | 37.000 | 0.000 | 0.000 | -3,200.00 | -0.00 | |||
| 8999 | ADMINISTRATIVE SETTLEMENT Case 11-Cl-1635 Resolution | 10104NX | DOLL | 0.00 | 525,000.000 | 525,000.000 | 525,000.000 | 1.00 | 525,000.00 | |||
| Project | DE05602640908 | Fed/State Project Number | IM 264-1 (162) | Category | 0003 LIGHTING | |||||||
| 0970 | POLE 30 FT MTG HT | 04700 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,509.00 | 7,545.00 | |||
| 0980 | POLE 40 FT MTG HT | 04701 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,429.00 | 14,574.00 | |||
| 0990 | BRACKET 15 FT | 04725 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
| 1000 | POLE BASE | 04740 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 652.00 | 3,912.00 | |||
| 1010 | HPS LUMINAIRE | 04770 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 600.00 | 6,600.00 | |||
| 1020 | FUSED CONNECTOR KIT | 04780 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 68.00 | 1,496.00 | |||
| 1030 | CONDUIT-2 IN | 04795 | LF | 2,610.00 | 2,610.000 | 2,730.000 | 2,730.000 | 7.62 | 20,802.60 | |||
| 1040 | TRENCHING AND BACKFILLING | 04820 | LF | 2,700.00 | 2,700.000 | 2,523.000 | 2,523.000 | 3.50 | 8,830.50 | |||
| 1050 | WIRE-NO. 12 | 04832 | LF | 700.00 | 700.000 | 780.000 | 780.000 | 0.50 | 390.00 | |||
| 1060 | WIRE-NO. 8 | 04833 | LF | 8,000.00 | 8,000.000 | 6,933.000 | 6,933.000 | 1.00 | 6,933.00 | |||
| 1070 | WIRE-NO. 2 | 04836 | LF | 6,600.00 | 6,600.000 | 7,023.000 | 7,023.000 | 2.50 | 17,557.50 | |||
| 1080 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 1090 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 1100 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| Project | DE05602640908 | Fed/State Project Number | IM 264-1 (162) | Category | 0004 SIGNING | |||||||
| 1110 | SBM ALUMINUM PANEL SIGNS ALUMINUM | 06405 | SQFT | 521.00 | 521.000 | 521.000 | 521.000 | 18.85 | 9,820.85 | |||
| 1120 | SBM ALUM SHEET SIGNS .080 IN ALUMINUM | 06406 | SQFT | 23.00 | 23.000 | 22.080 | 22.080 | 11.55 | 255.02 | |||
| 1150 | STEEL POST TYPE 1 | 06410 | LF | 50.00 | 50.000 | 40.000 | 40.000 | 10.00 | 400.00 | |||
| 1160 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1170 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1180 | OSS ALUMINUM 95 FT TRUSS | 06453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 62,000.00 | 62,000.00 | |||
| 1190 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 15.00 | 15.000 | 32.390 | 32.390 | 400.00 | 12,956.00 | |||
| 1200 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,200.00 | 1,200.000 | 1,200.000 | 1,200.000 | 2.00 | 2,400.00 | |||
| Project | DE05602640908 | Fed/State Project Number | IM 264-1 (162) | Category | 0005 BRIDGE | |||||||
| 1210 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 240.00 | 240.000 | 228.840 | 228.840 | 28.00 | 6,407.52 | |||
| 1220 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 12.50 | 12.500 | 12.500 | 12.500 | 500.00 | 6,250.00 | |||
| 1230 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 245.00 | 245.000 | 466.300 | 466.300 | 1.00 | 466.30 | |||
| 1240 | MASONRY COATING | 02998 | SQYD | 4,610.00 | 4,610.000 | 4,610.000 | 4,610.000 | 9.00 | 41,490.00 | |||
| 1250 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 98.00 | 98.000 | 91.700 | 91.700 | 25.97 | 2,381.44 | |||
| 1260 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 770.00 | 770.000 | 804.700 | 804.700 | 66.94 | 53,866.61 | |||
| 1270 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 310.00 | 310.000 | 320.580 | 320.580 | 17.00 | 5,449.86 | |||
| 1280 | TEST PILES | 08033 | LF | 795.00 | 795.000 | 812.600 | 812.600 | 45.40 | 36,892.04 | |||
| 1290 | PILES-STEEL HP14X89 | 08051 | LF | 10,160.00 | 10,160.000 | 10,640.580 | 10,640.580 | 45.40 | 483,082.33 | |||
| 1300 | CONCRETE-CLASS A | 08100 | CUYD | 871.10 | 871.100 | 867.620 | 867.620 | 452.81 | 392,867.01 | |||
| 1310 | CONCRETE-CLASS AA | 08104 | CUYD | 1,203.60 | 1,203.600 | 1,202.610 | 1,202.610 | 453.58 | 545,479.84 | |||
| 1320 | STEEL REINFORCEMENT | 08150 | LB | 190,426.00 | 190,426.000 | 190,426.000 | 190,426.000 | 0.80 | 152,340.80 | |||
| 1330 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 407,366.00 | 407,366.000 | 407,366.000 | 407,366.000 | 0.80 | 325,892.80 | |||
| 1340 | STRUCTURAL STEEL 1330 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,014.00 | 2,014.00 | |||
| 1350 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1360 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,941.90 | 1,941.900 | 1,939.852 | 1,939.852 | 176.69 | 342,752.44 | |||
| 1370 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 2,171.70 | 2,171.700 | 2,169.740 | 2,169.740 | 212.99 | 462,132.92 | |||
| 1380 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,723.00 | 1,723.000 | 1,723.000 | 1,723.000 | 62.72 | 108,066.56 | |||
| 1390 | DYNAMIC PILE TESTING | 23233EC | EACH | 10.00 | 10.000 | 13.000 | 13.000 | 3,500.00 | 45,500.00 | |||
| Project | DE05602640908 | Fed/State Project Number | IM 264-1 (162) | Category | 0006 TRAINEES | |||||||
| 1400 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER TRAINEE | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,338.000 | 1,338.000 | 1.00 | 1,338.00 | |||
| 1410 | TRAINEE PAYMENT REIMBURSEMENT 1 IRON WORKER TRAINEE | 02742 | HOUR | 1,400.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8006 | TRAINEE PAYMENT REIMBURSEMENT OPERATOR | 02742 | HOUR | 0.00 | 1,600.000 | 1,287.500 | 1,287.500 | 1.00 | 1,287.50 | |||
| SUBTOT | $0.00 |
$6,372,572.92 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0880-1-0I |
CR CUSH VII CL C | EACH |
1.00 | 0004 | $13575.50000 | $13,575.50 | ||||||
1360-1-0I |
I BEAM, TYPE 4 | LF |
495.30 | 0004 | $134.400000 | $66,568.32 | ||||||
1360-1-1I |
I BEAM, TYPE 4 | LF |
1,446.60 | 0006 | $134.400000 | $194,423.04 | ||||||
1370-1-0I |
I BEAM TYP 6 | LF |
2,171.70 | 0006 | $171.240000 | $371,881.90 | ||||||
1290-1-8I |
PILES | FT |
132.00 | 0008 | $32.420000 | $4,279.44 | ||||||
1290-1-7I |
PILES | FT |
376.00 | 0008 | $32.410000 | $12,186.16 | ||||||
1290-1-6I |
PILES | FT |
800.00 | 0008 | $32.670000 | $26,136.00 | ||||||
1290-1-5I |
PILES | FT |
450.00 | 0008 | $32.420000 | $14,589.00 | ||||||
1290-1-4I |
PILES | FT |
960.00 | 0008 | $32.420000 | $31,123.20 | ||||||
1290-1-3I |
PILES | FT |
318.00 | 0008 | $32.420000 | $10,309.56 | ||||||
1290-1-2I |
PILES | FT |
124.00 | 0008 | $32.410000 | $4,018.84 | ||||||
1290-1-1I |
PILES | FT |
1,995.00 | 0008 | $32.420000 | $64,677.90 | ||||||
1290-1-0I |
PILES | FT |
1,500.00 | 0008 | $32.420000 | $48,630.00 | ||||||
1320-1-2I |
STEEL REINUN 615GR40 | LB |
42,997.00 | 0013 | $0.420000 | $18,058.74 | ||||||
1320-1-1I |
STEEL REINUN 615GR40 | LB |
48,801.00 | 0013 | $0.420000 | $20,496.42 | ||||||
1320-1-0I |
STEEL REINUN 615GR40 | LB |
42,576.00 | 0013 | $0.420000 | $17,881.92 | ||||||
1290-2-2I |
PILES | EACH |
66.00 | 0015 | $105.000000 | $6,925.67 | ||||||
1290-2-1I |
PILES | EACH |
32.00 | 0015 | $105.000000 | $3,357.90 | ||||||
1290-2-0I |
PILES | EACH |
45.00 | 0015 | $105.000000 | $4,722.05 | ||||||
1290-1-12I |
PILES | FT |
2,900.00 | 0015 | $32.420000 | $94,018.00 | ||||||
1290-1-11I |
PILES | FT |
520.00 | 0015 | $32.420000 | $16,858.40 | ||||||
1290-1-10I |
PILES | FT |
2,145.00 | 0015 | $32.440000 | $69,583.80 | ||||||
1290-1-9I |
PILES | FT |
540.00 | 0015 | $32.420000 | $17,506.80 | ||||||
1310-1-0I |
STAY IN PL FORMS | SQFT |
29,467.00 | 0015 | $0.480000 | $14,143.65 | ||||||
1310-2-0I |
STAY IN PL FORMS | SQFT |
29,467.00 | 0017 | $1.620000 | $47,734.83 | ||||||
1330-1-3I |
STEEL, REINEPCOATED | LB |
37,533.00 | 0018 | $0.370000 | $13,887.21 | ||||||
1330-1-2I |
STEEL, REINEPCOATED | LB |
42,612.00 | 0018 | $0.370000 | $15,766.44 | ||||||
1330-1-1I |
STEEL, REINEPCOATED | LB |
41,660.00 | 0018 | $0.370000 | $15,414.20 | ||||||
1330-1-0I |
STEEL, REINEPCOATED | LB |
41,407.00 | 0018 | $0.370000 | $15,320.59 | ||||||
1330-1-6I |
STEEL, REINEPCOATED | LB |
43,122.00 | 0019 | $0.370000 | $15,955.14 | ||||||
1330-1-5I |
STEEL, REINEPCOATED | LB |
42,162.00 | 0019 | $0.370000 | $15,599.94 | ||||||
1330-1-4I |
STEEL, REINEPCOATED | LB |
44,475.00 | 0019 | $0.370000 | $16,455.75 | ||||||
1290-1-0A |
PILES | FT |
480.43 | 0008 | $32.420000 | $-15,575.54 | ||||||
1290-1-0A |
PILES | FT |
81.00 | 0009 | $32.420000 | $-2,626.02 | ||||||
1290-1-0A |
PILES | FT |
938.57 | 0010 | $32.420000 | $-30,428.44 | ||||||
1290-1-1A |
PILES | FT |
118.00 | 0010 | $32.420000 | $-3,825.56 | ||||||
1290-1-4A |
PILES | FT |
7.75 | 0011 | $32.420000 | $-251.26 | ||||||
1290-1-3A |
PILES | FT |
318.00 | 0011 | $32.420000 | $-10,309.56 | ||||||
1290-1-2A |
PILES | FT |
124.00 | 0011 | $32.410000 | $-4,018.84 | ||||||
1290-1-1A |
PILES | FT |
1,877.00 | 0011 | $32.420000 | $-60,852.34 | ||||||
1290-1-4A |
PILES | FT |
810.60 | 0012 | $32.420000 | $-26,279.65 | ||||||
1290-1-6A |
PILES | FT |
148.21 | 0013 | $32.670000 | $-4,842.02 | ||||||
1290-1-5A |
PILES | FT |
450.00 | 0013 | $32.420000 | $-14,589.00 | ||||||
1290-1-4A |
PILES | FT |
141.65 | 0013 | $32.420000 | $-4,592.29 | ||||||
1320-1-0A |
STEEL REINUN 615GR40 | LB |
28,015.68 | 0013 | $0.420000 | $-11,766.59 | ||||||
1290-1-6A |
PILES | FT |
-102.35 | 0014 | $32.670000 | $3,343.77 | ||||||
1360-1-1A |
I BEAM, TYPE 4 | LF |
384.71 | 0014 | $134.400000 | $-51,705.02 | ||||||
1360-1-0A |
I BEAM, TYPE 4 | LF |
495.30 | 0014 | $134.400000 | $-66,568.32 | ||||||
1370-1-0A |
I BEAM TYP 6 | LF |
595.21 | 0014 | $171.240000 | $-101,923.76 | ||||||
1320-1-1A |
STEEL REINUN 615GR40 | LB |
6,816.50 | 0015 | $0.420000 | $-2,862.93 | ||||||
1320-1-0A |
STEEL REINUN 615GR40 | LB |
14,560.32 | 0015 | $0.420000 | $-6,115.33 | ||||||
1370-1-0A |
I BEAM TYP 6 | LF |
587.10 | 0015 | $171.240000 | $-100,535.00 | ||||||
1360-1-1A |
I BEAM, TYPE 4 | LF |
1,059.84 | 0016 | $134.400000 | $-142,442.76 | ||||||
1310-2-0A |
STAY IN PL FORMS | SQFT |
773.45 | 0018 | $1.620000 | $-1,252.94 | ||||||
1310-1-0A |
STAY IN PL FORMS | SQFT |
773.45 | 0018 | $0.480000 | $-371.24 | ||||||
1290-2-0A |
PILES | EACH |
5.60 | 0019 | $105.000000 | $-588.51 | ||||||
1290-1-6A |
PILES | FT |
500.75 | 0019 | $32.670000 | $-16,359.50 | ||||||
1290-2-0A |
PILES | EACH |
13.62 | 0020 | $105.000000 | $-1,429.99 | ||||||
1290-1-9A |
PILES | FT |
455.35 | 0020 | $32.420000 | $-14,762.45 | ||||||
1290-1-8A |
PILES | FT |
132.00 | 0020 | $32.420000 | $-4,279.44 | ||||||
1290-1-7A |
PILES | FT |
376.00 | 0020 | $32.410000 | $-12,186.16 | ||||||
1290-1-6A |
PILES | FT |
253.39 | 0020 | $32.670000 | $-8,278.25 | ||||||
1320-1-1A |
STEEL REINUN 615GR40 | LB |
3,676.34 | 0020 | $0.420000 | $-1,544.06 | ||||||
1290-2-0A |
PILES | EACH |
18.03 | 0021 | $105.000000 | $-1,892.72 | ||||||
1290-1-10A |
PILES | FT |
1,525.81 | 0021 | $32.440000 | $-49,497.28 | ||||||
1290-1-9A |
PILES | FT |
84.65 | 0021 | $32.420000 | $-2,744.35 | ||||||
1310-2-0A |
STAY IN PL FORMS | SQFT |
11,726.50 | 0021 | $1.620000 | $-18,996.25 | ||||||
1310-1-0A |
STAY IN PL FORMS | SQFT |
11,726.50 | 0021 | $0.480000 | $-5,628.52 | ||||||
1320-1-1A |
STEEL REINUN 615GR40 | LB |
20,189.38 | 0021 | $0.420000 | $-8,479.54 | ||||||
1330-1-3A |
STEEL, REINEPCOATED | LB |
33,194.00 | 0021 | $0.370000 | $-12,281.78 | ||||||
1330-1-2A |
STEEL, REINEPCOATED | LB |
42,612.00 | 0021 | $0.370000 | $-15,766.44 | ||||||
1330-1-1A |
STEEL, REINEPCOATED | LB |
41,660.00 | 0021 | $0.370000 | $-15,414.20 | ||||||
1330-1-0A |
STEEL, REINEPCOATED | LB |
41,407.00 | 0021 | $0.370000 | $-15,320.59 | ||||||
1320-1-1A |
STEEL REINUN 615GR40 | LB |
3,669.00 | 0022 | $0.420000 | $-1,540.98 | ||||||
1370-1-0A |
I BEAM TYP 6 | LF |
987.43 | 0022 | $171.240000 | $-169,087.51 | ||||||
1310-2-0A |
STAY IN PL FORMS | SQFT |
16,491.95 | 0023 | $1.620000 | $-26,716.00 | ||||||
1310-1-0A |
STAY IN PL FORMS | SQFT |
16,491.95 | 0023 | $0.480000 | $-7,915.85 | ||||||
1330-1-4A |
STEEL, REINEPCOATED | LB |
15,796.46 | 0023 | $0.370000 | $-5,844.69 | ||||||
1330-1-3A |
STEEL, REINEPCOATED | LB |
4,339.00 | 0023 | $0.370000 | $-1,605.43 | ||||||
1310-2-0A |
STAY IN PL FORMS | SQFT |
475.10 | 0024 | $1.620000 | $-769.63 | ||||||
1310-1-0A |
STAY IN PL FORMS | SQFT |
475.10 | 0024 | $0.480000 | $-228.04 | ||||||
1330-1-6A |
STEEL, REINEPCOATED | LB |
43,122.00 | 0024 | $0.370000 | $-15,955.14 | ||||||
1330-1-5A |
STEEL, REINEPCOATED | LB |
42,162.00 | 0024 | $0.370000 | $-15,599.94 | ||||||
1330-1-4A |
STEEL, REINEPCOATED | LB |
28,678.54 | 0024 | $0.370000 | $-10,611.06 | ||||||
1320-1-1A |
STEEL REINUN 615GR40 | LB |
614.59 | 0025 | $0.420000 | $-258.13 | ||||||
0880-1-0A |
CR CUSH VII CL C | EACH |
0.50 | 0028 | $13575.500000 | $-6,787.75 | ||||||
0880-1-0A |
CR CUSH VII CL C | EACH |
0.50 | 0033 | $13575.500000 | $-6,787.75 | ||||||
1290-111C |
PILES | FT |
0.00 | 0030 | $32.420000 | $-16,858.40 | ||||||
1290-112C |
PILES | FT |
0.00 | 0030 | $32.420000 | $-94,018.00 | ||||||
1290-110C |
PILES | FT |
0.00 | 0030 | $32.440000 | $-20,086.52 | ||||||
1290-20C |
PILES | EACH |
0.00 | 0030 | $104.934444 | $-810.83 | ||||||
1290-21C |
PILES | EACH |
0.00 | 0030 | $104.934375 | $-3,357.90 | ||||||
1290-22C |
PILES | EACH |
0.00 | 0030 | $104.934394 | $-6,925.67 | ||||||
1320-12C |
STEEL REINUN 615GR40 | LB |
0.00 | 0030 | $0.420000 | $-18,058.74 | ||||||
| SUBTOT | $6,421.68 |
|||||||||||