|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/17/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071039 | Estimate Number | 0051 | Estimate Type FINAL | |||
| District Office | FLEMINGSBURG (09320) Brickey, Jeremy P.E. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code VC0000008887 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 06/08/2011 TO 05/03/2013 | ||||||
| Date Approved | 07/15/2013 | ||||||
| Primary Proj Number | DE022006007W1 | ||||||
| Project No. | STPR 5211 (083) | ||||||
| Primary County | CARTER | ||||||
| Name of Road | US 60 AT ROCK CRUSHER CURVE | ||||||
| Description | RECONSTRUCT US 60 AT ROCK CRUSHER CURVE 0.1 MILE EAST OF KY 1025 | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | 07/02/2010 | ||||
| Date Awarded | 08/15/2007 | Date Work Began | 10/03/2007 | ||||
| Date Contract Executed | 08/20/2007 | Open To Traffic | 11/09/2009 | ||||
| Date NTP Issued | 08/20/2007 | Actual Completion Date | 11/09/2009 | ||||
| Current Contract Amount | $12,835,749.59 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $11,680,284.59 |
Total Earnings | $12,835,629.11 |
$12,790,951.49 |
$44,677.62 |
|
| Percent Complete | 99.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,071.53 |
Gross Earnings | $12,835,629.11 |
$12,790,951.49 |
$44,677.62 |
|
| Total Change Orders | $1,155,465.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,832,678.06 |
$12,788,000.44 |
$44,677.62 |
|||
| Contract Id | 071039 | Change Order Summary |
County | CARTER | ||||||
| Estimate Nbr | 0051 | Project Number | STPR 5211 (083) | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 06/08/2011 TO 05/03/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Construction Signs/Temp Ditches | Approved | 01/10/2008 | $15,000.00 | 0.0 | |||||
| 002 | Waterline Relocation | Approved | 03/19/2008 | $105,005.02 | 3.0 | |||||
| 003 | Channel Lining/End Treatments/Concrete Quantity Error | Approved | 05/21/2008 | $24,307.50 | 2.0 | |||||
| 004 | Slide Correction | Approved | 09/22/2008 | $133,920.00 | 4.0 | |||||
| 005 | Culvert Change/Mass Concrete | Approved | 02/11/2009 | $7,255.02 | 0.0 | |||||
| 006 | Overhead Lights | Approved | 06/08/2009 | $24,896.30 | 0.0 | |||||
| 007 | Slide Correction | Approved | 10/02/2009 | $232,761.85 | 6.0 | |||||
| 008 | Asphalt, Paint Striping, and Chip Seal | Approved | 07/01/2010 | $574,566.44 | 10.0 | |||||
| 009 | Channel Lining | Approved | 06/02/2011 | $34,205.50 | 1.0 | |||||
| 010 | Revised Fuel Adjustment | Approved | 01/16/2013 | $3,547.37 | 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 |
||
| DE022006007W1 | 0010 | CRUSHED STONE BASE | MATERIAL DISCREPANCY PAYMENT ADJUSTMENT | 0020 | -78.86 |
$22.50 |
$-1,774.44 |
||
| DE022006007W1 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0023 | -641.84 |
$1.00 |
$-641.84 |
||
| DE022006007W1 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0023 | -534.77 |
$1.00 |
$-534.77 |
||
| Contract Id | 071039 | COMMONWEALTH OF KENTUCKY |
County | CARTER | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE022006007W1 | |||||||
| Estimate Nbr | 0051 | Period | 06/08/2011 TO 05/03/2013 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE022006007W1 | Fed/State Project Number | STPR 5211 (083) | 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 | 26,475.00 | 26,475.000 | 26,957.390 | 26,957.390 | 22.50 | 606,541.27 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 845.00 | 845.000 | 1,356.210 | 1,356.210 | 20.38 | 27,639.55 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 4.000 | 51.180 | 51.180 | 33.83 | 1,731.41 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 79.00 | 156.000 | 148.900 | 148.900 | 105.47 | 15,704.48 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 16,521.00 | 20,922.600 | 23,468.200 | 23,468.200 | 67.23 | 1,577,767.08 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 10.00 | 19.000 | 10.000 | 10.000 | 865.59 | 8,655.90 | |||
| 0070 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 3,639.00 | 4,226.420 | 4,897.230 | 4,897.230 | 83.38 | 408,331.03 | |||
| 0080 | ENTRANCE PIPE-15 INCH | 00440 | LF | 772.00 | 772.000 | 639.000 | 639.000 | 40.00 | 25,560.00 | |||
| 0090 | ENTRANCE PIPE-18 INCH | 00441 | LF | 68.00 | 68.000 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 0100 | ENTRANCE PIPE-24 INCH | 00443 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 43.00 | 3,612.00 | |||
| 0110 | ENTRANCE PIPE-30 INCH | 00445 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 62.50 | 0.00 | |||
| 0120 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 42.00 | 4,284.00 | |||
| 0130 | CULVERT PIPE-15 INCH | 00461 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0140 | CULVERT PIPE-18 INCH | 00462 | LF | 331.00 | 331.000 | 321.000 | 321.000 | 63.50 | 20,383.50 | |||
| 0150 | CULVERT PIPE-30 INCH | 00466 | LF | 312.00 | 312.000 | 272.000 | 272.000 | 85.00 | 23,120.00 | |||
| 0160 | CULVERT PIPE-36 INCH | 00468 | LF | 93.00 | 93.000 | 93.000 | 93.000 | 86.00 | 7,998.00 | |||
| 0170 | CULVERT PIPE-42 INCH | 00469 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 106.00 | 9,540.00 | |||
| 0180 | CULVERT PIPE-48 INCH | 00470 | LF | 84.00 | 84.000 | 80.000 | 80.000 | 117.00 | 9,360.00 | |||
| 0190 | CULVERT PIPE-54 INCH | 00471 | LF | 292.00 | 292.000 | 292.000 | 292.000 | 144.50 | 42,194.00 | |||
| 0200 | PERFORATED PIPE-8 INCH | 01002 | LF | 303.00 | 303.000 | 237.000 | 237.000 | 13.00 | 3,081.00 | |||
| 0210 | NON-PERFORATED PIPE-8 INCH | 01012 | LF | 150.00 | 150.000 | 156.000 | 156.000 | 13.00 | 2,028.00 | |||
| 0220 | PERF PIPE HEADWALL TY 1-8 INCH | 01022 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 670.00 | 2,010.00 | |||
| 0230 | PERF PIPE HEADWALL TY 4-8 INCH | 01034 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 0240 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0250 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,550.00 | 3,550.00 | |||
| 0260 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0270 | DROP BOX INLET TYPE 2 | 01493 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,100.00 | 9,300.00 | |||
| 0280 | DROP BOX INLET TYPE 5F | 01517 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,650.00 | 7,300.00 | |||
| 0290 | ISLAND CURB AND GUTTER | 01825 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 28.25 | 5,650.00 | |||
| 0300 | REMOVE PAVEMENT | 02091 | SQYD | 2,916.00 | 2,916.000 | 2,774.000 | 2,774.000 | 3.60 | 9,986.40 | |||
| 0310 | ROADWAY EXCAVATION | 02200 | CUYD | 404,427.00 | 415,927.000 | 415,927.000 | 415,927.000 | 9.73 | 4,046,969.71 | |||
| 0320 | GRANULAR EMBANKMENT | 02223 | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 22.40 | 0.00 | |||
| 0330 | WATER | 02242 | MGAL | 467.00 | 467.000 | 283.000 | 283.000 | 5.00 | 1,415.00 | |||
| 0340 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 28.00 | 28.000 | 38.000 | 38.000 | 50.00 | 1,900.00 | |||
| 0350 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| 0360 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0370 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 0380 | TEMPORARY GUARDRAIL | 02397 | LF | 1,825.00 | 3,555.000 | 3,554.250 | 3,554.250 | 10.00 | 35,542.50 | |||
| 0390 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 93.00 | 93.000 | 91.000 | 91.000 | 85.00 | 7,735.00 | |||
| 0400 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 26.00 | 26.000 | 24.000 | 24.000 | 85.00 | 2,040.00 | |||
| 0410 | CHANNEL LINING CLASS IV | 02488 | CUYD | 923.00 | 923.000 | 1,070.800 | 1,070.800 | 7.87 | 8,427.19 | |||
| 0420 | CLEARING AND GRUBBING 50 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 351,000.00 | 351,000.00 | |||
| 0430 | EDGE KEY | 02585 | LF | 405.15 | 405.150 | 405.000 | 405.000 | 73.38 | 29,718.90 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 199,500.00 | 199,500.00 | |||
| 0450 | DIVERSIONS (BY-PASS DETOURS) STA 117+00 TO 120+50 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0460 | DIVERSIONS (BY-PASS DETOURS) STA 135+00 TO 153+00 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 43,100.00 | 43,100.00 | |||
| 0470 | DIVERSIONS (BY-PASS DETOURS) STA 150+50 TO 162+00 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,700.00 | 14,700.00 | |||
| 0480 | DIVERSIONS (BY-PASS DETOURS) STA 151+00 TO 153+00 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0490 | DIVERSIONS (BY-PASS DETOURS) STA 170+00 TO 177+50 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,000.00 | 23,000.00 | |||
| 0500 | DIVERSIONS (BY-PASS DETOURS) STA 185+00 TO 186+00 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,100.00 | 3,100.00 | |||
| 0510 | DIVERSIONS (BY-PASS DETOURS) STA 99+50 TO 103+50 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0520 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,900.00 | 0.00 | |||
| 0530 | TEMPORARY SILT FENCE | 02701 | LF | 1,942.00 | 1,942.000 | 3,211.000 | 3,211.000 | 3.00 | 9,633.00 | |||
| 0540 | SILT TRAP TYPE A | 02703 | EACH | 38.00 | 38.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 0550 | SILT TRAP TYPE B | 02704 | EACH | 80.00 | 80.000 | 33.000 | 33.000 | 175.00 | 5,775.00 | |||
| 0560 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 114.00 | 114.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0570 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 240.00 | 240.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0580 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 3,566.00 | 3,566.000 | 230.000 | 230.000 | 0.10 | 23.00 | |||
| 0590 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 184,000.00 | 184,000.00 | |||
| 0600 | FLASHING ARROW | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0610 | EROSION CONTROL BLANKET | 05950 | SQYD | 602.00 | 602.000 | 450.000 | 450.000 | 3.00 | 1,350.00 | |||
| 0620 | TEMPORARY MULCH | 05952 | SQYD | 242,000.00 | 242,000.000 | 30,975.000 | 30,975.000 | 0.13 | 4,026.75 | |||
| 0630 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 8,426.00 | 8,426.000 | 16,145.400 | 16,145.400 | 0.25 | 4,036.35 | |||
| 0640 | TOPDRESSING FERTILIZER | 05966 | TON | 4.80 | 4.800 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0650 | SEEDING AND PROTECTION | 05985 | SQYD | 81,551.00 | 81,551.000 | 103,741.200 | 103,741.200 | 0.36 | 37,346.83 | |||
| 0660 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 74,577.00 | 74,577.000 | 80,926.533 | 80,926.533 | 0.21 | 16,994.57 | |||
| 0670 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 56,000.00 | 154,610.000 | 174,262.000 | 174,262.000 | 0.21 | 36,595.02 | |||
| 0680 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 51,570.00 | 51,570.000 | 55,131.000 | 55,131.000 | 0.23 | 12,680.13 | |||
| 0690 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 118.00 | 118.000 | 78.000 | 78.000 | 4.20 | 327.60 | |||
| 0700 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 3,648.00 | 3,648.000 | 371.500 | 371.500 | 1.25 | 464.37 | |||
| 0710 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 11.00 | 11.000 | 7.000 | 7.000 | 30.00 | 210.00 | |||
| 0720 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 321.00 | 321.000 | 323.000 | 323.000 | 30.00 | 9,690.00 | |||
| 0730 | CONCRETE-CLASS A | 08100 | CUYD | 50.96 | 50.960 | 47.400 | 47.400 | 900.00 | 42,660.00 | |||
| 0740 | STEEL REINFORCEMENT | 08150 | LB | 3,968.50 | 3,968.500 | 3,754.000 | 3,754.000 | 1.10 | 4,129.40 | |||
| 0750 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 20,000.00 | 20,000.000 | 11,524.180 | 11,524.180 | 1.00 | 11,524.18 | |||
| 0760 | FUEL ADJUSTMENT | 10020NS | DOLL | 63,704.00 | 85,001.700 | 3,548.370 | 81,454.330 | 85,002.700 | 1.00 | 3,548.37 | 85,002.70 | |
| 0770 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 36,270.00 | 192,042.210 | 192,042.210 | 192,042.210 | 1.00 | 192,042.21 | |||
| 0780 | SILT TRAP TYPE C | 20496NS843 | EACH | 9.00 | 9.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 0790 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0800 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0810 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 3,370.00 | 3,370.000 | 3,506.010 | 3,506.010 | 2.00 | 7,012.02 | |||
| 0830 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 9,500.00 | 9,500.000 | 9,800.000 | 9,800.000 | 17.75 | 173,950.00 | |||
| 8001 | SIGNS | 02562 | SQFT | 0.00 | 500.000 | 334.000 | 334.000 | 10.00 | 3,340.00 | |||
| 8002 | TEMPORARY DITCH | 02159 | LF | 0.00 | 4,000.000 | 120.000 | 120.000 | 2.50 | 300.00 | |||
| 8003 | RELOCATE WATER LINE | 03422 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 105,005.02 | 105,005.02 | |||
| 8004 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 1,377.300 | 1,625.800 | 1,625.800 | 35.00 | 56,903.00 | |||
| 8005 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 8.000 | 9.000 | 9.000 | 880.00 | 7,920.00 | |||
| 8006 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 3,000.000 | 1,672.880 | 1,672.880 | 2.00 | 3,345.76 | |||
| 8007 | GRANULAR REFILL | 20747ED | TON | 0.00 | 9,025.000 | 6,547.800 | 6,547.800 | 26.00 | 170,242.80 | |||
| 8009 | LIGHTWEIGHT FILL | 20602EC | CUYD | 0.00 | 900.000 | 900.000 | 900.000 | 121.15 | 109,035.00 | |||
| 8011 | EW~ Replace overhead lights/wiring | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 24,896.30 | 24,896.30 | |||
| 8012 | COST PLUS WORK TRAFFIC CONTROL | 10080NSD | DOLL | 0.00 | 5,000.000 | 2,481.370 | 2,481.370 | 1.00 | 2,481.37 | |||
| 8013 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 1,000.000 | 537.500 | 537.500 | 2.75 | 1,478.12 | |||
| 8014 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 0.00 | 15.000 | 18.000 | 18.000 | 115.50 | 2,079.00 | |||
| 8015 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 1,050.000 | 1,038.000 | 1,038.000 | 1.60 | 1,660.80 | |||
| 8016 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 1,050.000 | 1,113.000 | 1,113.000 | 1.60 | 1,780.80 | |||
| Project | DE022006007W1 | Fed/State Project Number | STPR 5211 (083) | Category | 0002 BRIDGE | |||||||
| 0850 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 92.40 | 92.400 | 92.400 | 92.400 | 132.00 | 12,196.80 | |||
| 0860 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,985.00 | 1,985.000 | 1,985.000 | 1,985.000 | 1.00 | 1,985.00 | |||
| 0870 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 1,139.00 | 1,139.000 | 662.200 | 662.200 | 1.00 | 662.20 | |||
| 0880 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 6,270.00 | 6,270.000 | 2,411.170 | 2,411.170 | 20.00 | 48,223.40 | |||
| 0890 | CONCRETE-CLASS A | 08100 | CUYD | 2,297.40 | 2,297.400 | 2,297.400 | 2,297.400 | 375.00 | 861,525.00 | |||
| 0900 | CONCRETE-CLASS AA | 08104 | CUYD | 1,042.90 | 1,042.900 | 1,042.900 | 1,042.900 | 581.00 | 605,924.90 | |||
| 0910 | STEEL REINFORCEMENT | 08150 | LB | 208,890.00 | 208,890.000 | 208,890.000 | 208,890.000 | 0.96 | 200,534.40 | |||
| 0920 | STEEL REINF-EPOXY COATED | 08151 | LB | 210,191.00 | 210,191.000 | 210,191.000 | 210,191.000 | 1.04 | 218,598.64 | |||
| 0930 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 92.40 | 92.400 | 92.400 | 92.400 | 139.00 | 12,843.60 | |||
| 0940 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 2,539.20 | 2,539.200 | 2,539.200 | 2,539.200 | 300.00 | 761,760.00 | |||
| 8010 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 32.080 | 32.000 | 32.000 | 232.70 | 7,446.40 | |||
| Project | DE022006007W1 | Fed/State Project Number | STPR 5211 (083) | Category | 0003 BRIDGE | |||||||
| 0108 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 77.40 | 12.400 | 11.250 | 11.250 | 155.00 | 1,743.75 | |||
| 0960 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 460.00 | 460.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0970 | FOUNDATION PREPARATION 24986 | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 86,400.00 | 0.00 | |||
| 0980 | CONCRETE-CLASS A | 08100 | CUYD | 228.00 | 150.000 | 149.170 | 149.170 | 375.00 | 55,938.75 | |||
| 0990 | STEEL REINFORCEMENT | 08150 | LB | 28,847.00 | 16,847.000 | 16,725.000 | 16,725.000 | 0.96 | 16,056.00 | |||
| 8008 | FOUNDATION PREPARATION Rev Extension | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| Project | DE022006007W1 | Fed/State Project Number | STPR 5211 (083) | Category | 0004 BRIDGE | |||||||
| 1000 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1010 | FOUNDATION PREPARATION 24988 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,750.00 | 55,750.00 | |||
| 1020 | CONCRETE-CLASS A | 08100 | CUYD | 438.10 | 456.200 | 456.200 | 456.200 | 375.00 | 171,075.00 | |||
| 1030 | STEEL REINFORCEMENT | 08150 | LB | 95,222.00 | 95,222.000 | 95,585.000 | 95,585.000 | 0.96 | 91,761.60 | |||
| Project | DE022006007W1 | Fed/State Project Number | STPR 5211 (083) | Category | 0005 DEMOBILIZATION & MOBILIZATION | |||||||
| 1040 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 548,000.00 | 548,000.00 | |||
| 1050 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 164,517.00 | 41,129.25 | 164,517.00 | |
| Project | DE022006007W1 | Fed/State Project Number | STPR 5211 (083) | Category | 0006 TRAINEES | |||||||
| 1060 | TRAINEE PAYMENT REIMBURSEMENT 1TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 682.500 | 682.500 | 1.00 | 682.50 | |||
| 1070 | TRAINEE PAYMENT REIMBURSEMENT 1CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,537.000 | 1,537.000 | 1.00 | 1,537.00 | |||
| SUBTOT | $44,677.62 |
$12,835,629.02 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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