|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/20/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091012 | Estimate Number | 0061 | Estimate Type FINAL | |||
| District Office | COVINGTON (06360) Moore, Craig A. | ||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | ADDR SN 2 VC Code VC0000088141 | |||||
| PO BOX 308 | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 09/19/2014 TO 01/23/2017 | ||||||
| Date Approved | 03/07/2017 | ||||||
| Primary Proj Number | DE04900270912 | ||||||
| Project No. | BRO 027-2(106) | ||||||
| Primary County | HARRISON | ||||||
| Name of Road | FALMOUTH PIKE (US 27) | ||||||
| Description | BRIDGE REPLACEMENT ON US 27 OVER CSX RAILROAD 0.5 MILES NORTH OF JCT US 62 | ||||||
| Date Let | 05/22/2009 | Formal Acceptance | 07/20/2012 | ||||
| Date Awarded | 06/01/2009 | Date Work Began | 07/20/2009 | ||||
| Date Contract Executed | 06/18/2009 | Open To Traffic | 10/01/2011 | ||||
| Date NTP Issued | 06/18/2009 | Actual Completion Date | 10/01/2011 | ||||
| Current Contract Amount | $9,071,283.13 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,956,128.67 |
Total Earnings | $8,972,460.12 |
$8,940,210.12 |
$32,250.00 |
|
| Percent Complete | 98.73 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $115,143.41 |
Gross Earnings | $8,972,460.12 |
$8,940,210.12 |
$32,250.00 |
|
| Total Change Orders | $115,154.46 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,956,139.72 |
$8,923,889.72 |
$32,250.00 |
|||
| Contract Id | 091012 | Change Order Summary |
County | HARRISON | ||||||
| Estimate Nbr | 0061 | Project Number | BRO 027-2(106) | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 09/19/2014 TO 01/23/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Sanitary Sewer Adjustments | Approved | 03/16/2011 | $9,720.00 | 1.0 | |||||
| 002 | Changes to Piers 5 & 6 | Approved | 06/14/2010 | $-7,927.69 | 0.0 | |||||
| 003 | Bride Closure Extension | Approved | 12/08/2010 | $0.00 | 0.0 | |||||
| 004 | End Treatment Type 1/Channel Lining CL 2/EW-plan error delay | Approved | 03/07/2012 | $43,318.91 | 2.0 | |||||
| 005 | Curtain Wall | Approved | 05/02/2012 | $9,500.00 | 0.0 | |||||
| 006 | Bridge End Approach Work/Railroad Expenses | Approved | 09/21/2012 | $60,543.24 | 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 |
||
| DE04900270912 | 0130 | STORM SEWER PIPE-15 IN | SUBSTANDARD ITEM | 0049 | 229.60 |
$-20.50 |
$-4,706.80 |
||
| DE04900270912 | 0140 | STORM SEWER PIPE-18 IN | SUBSTANDARD ITEM | 0049 | 464.40 |
$-24.00 |
$-11,145.60 |
||
| DE04900270912 | 0140 | STORM SEWER PIPE-18 IN | SUBSTANDARD ITEM | 0049 | 39.00 |
$-12.00 |
$-468.00 |
||
| Contract Id | 091012 | COMMONWEALTH OF KENTUCKY |
County | HARRISON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04900270912 | |||||||
| Estimate Nbr | 0061 | Period | 09/19/2014 TO 01/23/2017 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
| Project | DE04900270912 | Fed/State Project Number | BRO 027-2(106) | 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 | 13,919.00 | 13,919.000 | 12,065.700 | 12,065.700 | 22.95 | 276,907.81 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,917.00 | 1,917.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 35.00 | 35.000 | 32.340 | 32.340 | 85.00 | 2,748.90 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,133.00 | 1,133.000 | 448.480 | 448.480 | 74.95 | 33,613.57 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 10,938.00 | 10,938.000 | 10,332.230 | 10,332.230 | 72.95 | 753,736.17 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 4.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 0070 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 3,722.00 | 3,722.000 | 4,585.380 | 4,585.380 | 79.95 | 366,601.13 | |||
| 0080 | ENTRANCE PIPE-15 IN | 00440 | LF | 344.00 | 344.000 | 302.000 | 302.000 | 33.00 | 9,966.00 | |||
| 0090 | ENTRANCE PIPE-18 IN | 00441 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 38.00 | 2,660.00 | |||
| 0100 | CULVERT PIPE-15 IN | 00461 | LF | 64.00 | 64.000 | 125.000 | 125.000 | 34.00 | 4,250.00 | |||
| 0110 | CULVERT PIPE-18 IN | 00462 | LF | 58.00 | 58.000 | 60.000 | 60.000 | 39.00 | 2,340.00 | |||
| 0120 | CULVERT PIPE-24 IN | 00464 | LF | 192.00 | 192.000 | 192.000 | 192.000 | 60.00 | 11,520.00 | |||
| 0130 | STORM SEWER PIPE-15 IN | 00521 | LF | 533.00 | 533.000 | 621.000 | 621.000 | 41.00 | 25,461.00 | |||
| 0140 | STORM SEWER PIPE-18 IN | 00522 | LF | 650.00 | 650.000 | 741.000 | 741.000 | 48.00 | 35,568.00 | |||
| 0150 | PERFORATED PIPE-4 IN | 01000 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0160 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0170 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0180 | CURB BOX INLET TYPE A | 01456 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 4,200.00 | 16,800.00 | |||
| 0190 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 4,200.00 | 21,000.00 | |||
| 0200 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0210 | DROP BOX INLET TYPE 14 | 01577 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 0220 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0230 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 0240 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 235.00 | 0.00 | |||
| 0250 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
| 0260 | STANDARD CURB AND GUTTER | 01810 | LF | 1,662.00 | 1,662.000 | 1,552.410 | 1,552.410 | 18.00 | 27,943.38 | |||
| 0270 | ISLAND INTEGRAL CURB | 01845 | LF | 75.00 | 75.000 | 37.750 | 37.750 | 46.25 | 1,745.93 | |||
| 0280 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 6.20 | 161.20 | |||
| 0290 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 7.000 | 7.000 | 325.00 | 2,275.00 | |||
| 0300 | REMOVE PAVEMENT | 02091 | SQYD | 891.00 | 891.000 | 2,545.000 | 2,545.000 | 3.50 | 8,907.50 | |||
| 0310 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 354.00 | 354.000 | 143.550 | 143.550 | 70.00 | 10,048.50 | |||
| 0320 | TEMP DITCH | 02159 | LF | 4,854.00 | 4,854.000 | 300.000 | 300.000 | 1.00 | 300.00 | |||
| 0330 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,330.00 | 4,330.000 | 4,032.290 | 4,032.290 | 27.25 | 109,879.90 | |||
| 0340 | EMBANKMENT IN PLACE | 02230 | CUYD | 126,964.00 | 126,964.000 | 126,964.000 | 126,964.000 | 8.45 | 1,072,845.80 | |||
| 0350 | WATER | 02242 | MGAL | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,825.00 | 3,825.000 | 3,513.750 | 3,513.750 | 13.90 | 48,841.12 | |||
| 0370 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 38.75 | 232.50 | |||
| 0380 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,910.00 | 5,730.00 | |||
| 0390 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,180.00 | 15,260.00 | |||
| 0400 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 538.00 | 0.00 | |||
| 0410 | REMOVE GUARDRAIL | 02381 | LF | 1,237.00 | 1,237.000 | 1,587.500 | 1,587.500 | 1.58 | 2,508.25 | |||
| 0420 | TEMP GUARDRAIL | 02397 | LF | 862.00 | 862.000 | 100.000 | 100.000 | 8.65 | 865.00 | |||
| 0430 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 85.00 | 85.000 | 79.000 | 79.000 | 88.75 | 7,011.25 | |||
| 0440 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 57.85 | 173.55 | |||
| 0450 | CLEAN SINKHOLE | 02469 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0460 | FILL AND CAP SINKHOLE | 02471 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0470 | CHANNEL LINING CLASS II | 02483 | TON | 1,028.00 | 1,028.000 | 1,638.350 | 1,638.350 | 24.75 | 40,549.16 | |||
| 0480 | CHANNEL LINING CLASS III | 02484 | TON | 878.00 | 878.000 | 194.990 | 194.990 | 26.00 | 5,069.74 | |||
| 0490 | CLEARING AND GRUBBING 18 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0500 | CONCRETE-CLASS B | 02555 | CUYD | 11.00 | 11.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0510 | SIGNS | 02562 | SQFT | 516.00 | 516.000 | 335.000 | 335.000 | 7.50 | 2,512.50 | |||
| 0520 | EDGE KEY | 02585 | LF | 173.00 | 173.000 | 56.000 | 56.000 | 35.00 | 1,960.00 | |||
| 0530 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 44,658.00 | 44,658.000 | 25,216.460 | 25,216.460 | 1.00 | 25,216.46 | |||
| 0540 | FABRIC GEOTEXTILE TY IV FOR PIPE (REVISED: 5-7-09) | 02600 | SQYD | 1,543.00 | 1,543.000 | 1,391.660 | 1,391.660 | 2.00 | 2,783.32 | |||
| 0550 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0560 | DIVERSIONS (BY-PASS DETOURS) #1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0570 | DIVERSIONS (BY-PASS DETOURS) #2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 0580 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| 0590 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 6,400.00 | 19,200.00 | |||
| 0600 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0610 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 995.00 | 995.000 | 2,157.220 | 2,157.220 | 29.75 | 64,177.29 | |||
| 0620 | SAFELOADING | 02690 | CUYD | 20.00 | 20.000 | 5.230 | 5.230 | 300.00 | 1,569.00 | |||
| 0630 | TEMP SILT FENCE | 02701 | LF | 4,854.00 | 4,854.000 | 6,188.000 | 6,188.000 | 1.60 | 9,900.80 | |||
| 0640 | SILT TRAP TYPE A | 02703 | EACH | 35.00 | 35.000 | 1.000 | 1.000 | 155.00 | 155.00 | |||
| 0650 | SILT TRAP TYPE B | 02704 | EACH | 35.00 | 35.000 | 48.000 | 48.000 | 185.00 | 8,880.00 | |||
| 0660 | SILT TRAP TYPE C | 02705 | EACH | 18.00 | 18.000 | 5.000 | 5.000 | 230.00 | 1,150.00 | |||
| 0670 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 71.00 | 71.000 | 3.000 | 3.000 | 30.00 | 90.00 | |||
| 0680 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 71.00 | 71.000 | 32.000 | 32.000 | 30.00 | 960.00 | |||
| 0690 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 35.00 | 35.000 | 6.000 | 6.000 | 50.00 | 300.00 | |||
| 0700 | CLEAN TEMP SILT FENCE | 02709 | LF | 9,708.00 | 9,708.000 | 529.000 | 529.000 | 0.80 | 423.20 | |||
| 0710 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 877.00 | 877.000 | 1,166.410 | 1,166.410 | 46.75 | 54,529.66 | |||
| 0720 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 107.00 | 107.000 | 414.950 | 414.950 | 5.00 | 2,074.75 | |||
| 0730 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0740 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 495,000.00 | 495,000.00 | |||
| 0750 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,024.00 | 3,024.000 | 4,880.550 | 4,880.550 | 1.38 | 6,735.15 | |||
| 0760 | TEMP MULCH | 05952 | SQYD | 85,571.00 | 85,571.000 | 75,224.730 | 75,224.730 | 0.16 | 12,035.95 | |||
| 0770 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 6,718.00 | 6,718.000 | 9,016.670 | 9,016.670 | 0.19 | 1,713.16 | |||
| 0780 | TOPDRESSING FERTILIZER | 05966 | TON | 46.00 | 46.000 | 0.250 | 0.250 | 1.00 | 0.25 | |||
| 0790 | SEEDING AND PROTECTION | 05985 | SQYD | 67,179.00 | 67,179.000 | 74,161.784 | 74,161.784 | 0.35 | 25,956.62 | |||
| 0800 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 9,600.00 | 9,600.000 | 17,098.447 | 17,098.447 | 0.18 | 3,077.72 | |||
| 0810 | SODDING | 05990 | SQYD | 902.00 | 902.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0820 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,850.00 | 2,850.000 | 26,468.000 | 26,468.000 | 0.25 | 6,617.00 | |||
| 0830 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 17,350.00 | 17,350.000 | 33,651.000 | 33,651.000 | 0.21 | 7,066.71 | |||
| 0840 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 224.00 | 224.000 | 472.000 | 472.000 | 5.75 | 2,714.00 | |||
| 0850 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 84.00 | 84.000 | 193.000 | 193.000 | 6.50 | 1,254.50 | |||
| 0860 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 110.00 | 440.00 | |||
| 0870 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 198.00 | 198.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0880 | CONCRETE-CLASS A | 08100 | CUYD | 3.00 | 3.000 | 4.710 | 4.710 | 1,025.00 | 4,827.75 | |||
| 0890 | STEEL REINFORCEMENT | 08150 | LB | 1,497.00 | 1,497.000 | 38.000 | 38.000 | 2.00 | 76.00 | |||
| 0900 | FUEL ADJUSTMENT | 10020NS | DOLL | 41,349.00 | 41,349.000 | 87,446.180 | 87,446.180 | 1.00 | 87,446.18 | |||
| 0910 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 32,335.00 | 32,335.000 | 72,656.460 | 72,656.460 | 1.00 | 72,656.46 | |||
| 0920 | GRANULAR PILE CORE | 20209EP69 | CUYD | 560.00 | 560.000 | 560.000 | 560.000 | 32.30 | 18,088.00 | |||
| 0930 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 300.00 | 300.000 | 241.940 | 241.940 | 5.00 | 1,209.70 | |||
| 0940 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 767.00 | 767.000 | 733.000 | 733.000 | 8.44 | 6,186.52 | |||
| 0950 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 72.00 | 72.000 | 116.000 | 116.000 | 90.00 | 10,440.00 | |||
| 8010 | GUARDRAIL END TREATMENT TYPE 1 TEMPORARY | 02367 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 8011 | ENTRANCE PIPE-15 IN EQUIV | 00450 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 45.80 | 1,832.00 | |||
| 8014 | EW~ CURTAIN WALL | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
| 8015 | APPROACH EMBANKMENT BRIDGE END WORK | 23036NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 38,953.00 | 38,953.00 | |||
| 8016 | MOBILIZATION BRIDGE END WEDGE | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| Project | DE04900270912 | Fed/State Project Number | BRO 027-2(106) | Category | 0002 WATERLINE | |||||||
| 0960 | STEEL ENCASEMENT PIPE-16 IN OPEN CUT;(REVISED: 5-18-09) | 01073 | LF | 452.00 | 452.000 | 542.000 | 542.000 | 80.00 | 43,360.00 | |||
| 0970 | DUCTILE IRON PIPE-10 IN | 01097 | LF | 364.00 | 364.000 | 126.000 | 126.000 | 50.00 | 6,300.00 | |||
| 0980 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0990 | MANHOLE-4 FT BARREL EXTENSION | 21921EN | VTFT | 6.00 | 6.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1000 | COPPER PIPE-1 IN | 03361 | LF | 127.00 | 127.000 | 171.000 | 171.000 | 12.00 | 2,052.00 | |||
| 1010 | PVC PIPE-4 IN | 03383 | LF | 80.00 | 80.000 | 37.000 | 37.000 | 18.00 | 666.00 | |||
| 1020 | PVC PIPE-6 IN | 03385 | LF | 269.00 | 269.000 | 506.000 | 506.000 | 22.00 | 11,132.00 | |||
| 1030 | PVC PIPE-8 IN | 03387 | LF | 253.00 | 253.000 | 533.500 | 533.500 | 25.00 | 13,337.50 | |||
| 1040 | PVC PIPE-10 IN WATERLINE; (REVISED: 5-18-09) | 03389 | LF | 3,335.00 | 3,335.000 | 3,038.500 | 3,038.500 | 20.00 | 60,770.00 | |||
| 1050 | ADJUST WATER VALVE | 03425 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1060 | RELOCATE FIRE HYDRANT | 03433 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1070 | REMOVE-REINSTALL FIRE HYDRANT | 03436 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1080 | CUT CAP & BLOCK | 03443 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 575.00 | 5,750.00 | |||
| 1090 | TIE-IN TO WATER LINE | 03460 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 450.00 | 2,700.00 | |||
| 1100 | GATE VALVE-4 IN | 03524 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 1110 | GATE VALVE-10 IN | 03530 | EACH | 6.00 | 6.000 | 11.000 | 11.000 | 1,300.00 | 14,300.00 | |||
| 1120 | BEND 22.50 DEG 4 IN | 03544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1130 | BEND 22.50 DEG 10 IN | 03547 | EACH | 3.00 | 3.000 | 7.000 | 7.000 | 250.00 | 1,750.00 | |||
| 1140 | TAPPING SLEEVE & VALVE | 03551 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
| 1150 | BEND 45 DEG 4 IN | 03553 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1160 | BEND 45 DEG 6 IN | 03554 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 1170 | BEND 45 DEG 10 IN | 03555 | EACH | 9.00 | 9.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 1180 | BEND 90 DEG 10 IN | 03561 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 1190 | TEE AND BLOCK | 03571 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 500.00 | 5,500.00 | |||
| 1200 | BEND AND BLOCK | 03572 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 1210 | CONNECT TO SERVICE SEWER LINE | 20083NN | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 700.00 | 4,200.00 | |||
| 1220 | SOLID SLEEVE-8 IN | 20123EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 1230 | FIRE HYDRANT ASSEMBLY | 20156EC | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 2,500.00 | 12,500.00 | |||
| 1240 | CREEK CROSSING | 20481EC | LF | 54.00 | 54.000 | 84.000 | 84.000 | 35.00 | 2,940.00 | |||
| 1250 | SOLID SLEEVE 4IN | 20826ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 1260 | REDUCER-10 IN X 8 IN | 20956ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 1270 | PRECAST MANHOLE-4 FT | 20981ND | EACH | 13.00 | 13.000 | 18.000 | 18.000 | 3,500.00 | 63,000.00 | |||
| 1280 | ABANDON WASTEWATER PUMP STATION | 21191ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 1290 | BYPASS METER ASSEMBLY-1 IN | 21809NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 1300 | VALVE BOX AND LID | 23129ND | EACH | 10.00 | 10.000 | 23.000 | 23.000 | 50.00 | 1,150.00 | |||
| 1310 | WATER METER WITH BOX | 23308EC | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 1320 | PAVEMENT REPLACEMENT | 23309EC | SQFT | 3,750.00 | 3,750.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1330 | SOLID SLEEVE-10 IN | 23311EC | EACH | 1.00 | 1.000 | 5.000 | 5.000 | 250.00 | 1,250.00 | |||
| 1340 | STRUCTURAL CONCRETE | 23355EC | CUYD | 21.00 | 21.000 | 7.480 | 7.480 | 600.00 | 4,488.00 | |||
| 1760 | PVC PIPE-10 IN GRAVITY SEWER;(ADDED: 5-18-09) | 03389 | LF | 2,890.00 | 2,890.000 | 3,049.500 | 3,049.500 | 45.00 | 137,227.50 | |||
| 1770 | STEEL ENCASEMENT PIPE-16 IN BORE & JACK;(ADDED: 5-18-09) | 01073 | LF | 518.00 | 518.000 | 403.000 | 403.000 | 206.00 | 83,018.00 | |||
| 8000 | GATE VALVE-8 IN | 03528 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,325.00 | 2,650.00 | |||
| 8001 | BEND 90 DEG 8 IN | 03570 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 460.00 | 920.00 | |||
| 8002 | BEND 45 DEG 8 IN | 03563 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 290.00 | 870.00 | |||
| 8003 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 8004 | GATE VALVE-6 IN | 03526 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 920.00 | 3,680.00 | |||
| 8005 | RELOCATE WATER METER | 03431 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 8009 | SOLID SLEEVE-6 IN | 20120EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 8013 | DELAY COST PLAN ERROR COMPENSATION UTILITIES | 10070NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 34,301.51 | 34,301.51 | |||
| Project | DE04900270912 | Fed/State Project Number | BRO 027-2(106) | Category | 0003 BRIDGE | |||||||
| 1350 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 229.00 | 229.000 | 229.000 | 229.000 | 36.00 | 8,244.00 | |||
| 1360 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 187.00 | 187.000 | 63.840 | 63.840 | 90.00 | 5,745.60 | |||
| 1370 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 64.00 | 64.000 | 64.000 | 64.000 | 65.00 | 4,160.00 | |||
| 1380 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,444.00 | 1,120.000 | 1,325.810 | 1,325.810 | 14.00 | 18,561.34 | |||
| 1390 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 156.00 | 78.000 | 212.550 | 212.550 | 75.00 | 15,941.25 | |||
| 1400 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 199.00 | 199.000 | 126.730 | 126.730 | 36.00 | 4,562.28 | |||
| 1410 | TEST PILES | 08033 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 60.00 | 4,320.00 | |||
| 1420 | PILES-STEEL HP12X53 | 08046 | LF | 446.00 | 446.000 | 425.840 | 425.840 | 60.00 | 25,550.40 | |||
| 1430 | PILE POINTS-12 IN | 08094 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 100.00 | 1,500.00 | |||
| 1440 | CONCRETE-CLASS A | 08100 | CUYD | 1,190.20 | 1,132.000 | 1,132.000 | 1,132.000 | 325.00 | 367,900.00 | |||
| 1450 | CONCRETE-CLASS AA | 08104 | CUYD | 1,137.90 | 1,137.900 | 1,137.900 | 1,137.900 | 400.00 | 455,160.00 | |||
| 1460 | STEEL REINFORCEMENT | 08150 | LB | 165,469.00 | 156,935.000 | 156,935.000 | 156,935.000 | 0.60 | 94,161.00 | |||
| 1470 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 374,766.00 | 374,766.000 | 374,766.000 | 374,766.000 | 0.80 | 299,812.80 | |||
| 1480 | STRUCTURAL STEEL 1440 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,600.00 | 22,600.00 | |||
| 1490 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 1500 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 4,374.20 | 4,374.200 | 4,374.200 | 4,374.200 | 244.15 | 1,067,960.93 | |||
| 1510 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | LF | 877.00 | 877.000 | 876.500 | 876.500 | 58.00 | 50,837.00 | |||
| 1520 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 116.00 | 116.000 | 106.000 | 106.000 | 58.00 | 6,148.00 | |||
| 1530 | RAIL SYSTEM TYPE III | 21532ED | LF | 884.90 | 884.900 | 882.300 | 882.300 | 85.00 | 74,995.50 | |||
| 1540 | RAIL SYSTEM TYPE 7 | 22700EN | LF | 883.00 | 883.000 | 882.300 | 882.300 | 132.00 | 116,463.60 | |||
| 8007 | FOUNDATION PREPARATION PIERS 5 & 6 PILING IN LIEU SPREAD FOOTER FOR DESIGN CHANGES | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 34,421.40 | 34,421.40 | |||
| 8008 | EW~ REDESIGN COSTS FOR PIERS 5 & 6 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | -7,927.69 | -7,927.69 | |||
| 8012 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 30.000 | 30.000 | 30.000 | 186.18 | 5,585.40 | |||
| 8017 | EW~ RAILROAD ENGINEERING EXPENSES | 10098NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 11,590.24 | 11,590.24 | |||
| Project | DE04900270912 | Fed/State Project Number | BRO 027-2(106) | Category | 0004 DEMOB AND MOB | |||||||
| 1550 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 230,000.00 | 230,000.00 | |||
| 1560 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 129,000.00 | 32,250.00 | 129,000.00 | |
| Project | DE04900270912 | Fed/State Project Number | BRO 027-2(106) | Category | 0005 BRIDGE-CULVERT | |||||||
| 1570 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 162.00 | 162.000 | 222.310 | 222.310 | 45.00 | 10,003.95 | |||
| 1580 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,000.00 | 19,000.00 | |||
| 1600 | CONCRETE-CLASS A | 08100 | CUYD | 501.70 | 501.700 | 501.700 | 501.700 | 435.00 | 218,239.50 | |||
| 1610 | STEEL REINFORCEMENT | 08150 | LB | 85,424.00 | 85,424.000 | 85,424.000 | 85,424.000 | 0.60 | 51,254.40 | |||
| Project | DE04900270912 | Fed/State Project Number | BRO 027-2(106) | Category | 0006 BRIDGE-CULVERT | |||||||
| 1630 | MASONRY COATING (REVISED: 5-18-09) | 02998 | SQYD | 5,302.00 | 5,302.000 | 5,524.000 | 5,524.000 | 10.00 | 55,240.00 | |||
| 1640 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 640.00 | 640.000 | 1,093.820 | 1,093.820 | 14.00 | 15,313.48 | |||
| 1650 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 150.00 | 150.000 | 61.920 | 61.920 | 75.00 | 4,644.00 | |||
| 1660 | CONCRETE-CLASS A | 08100 | CUYD | 378.60 | 378.600 | 303.740 | 303.740 | 325.00 | 98,715.50 | |||
| 1670 | STEEL REINFORCEMENT | 08150 | LB | 54,498.00 | 54,498.000 | 43,721.000 | 43,721.000 | 0.60 | 26,232.60 | |||
| Project | DE04900270912 | Fed/State Project Number | BRO 027-2(106) | Category | 0007 BRIDGE-CULVERT | |||||||
| 1680 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1690 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,500.00 | 11,500.00 | |||
| 1700 | CONCRETE-CLASS A | 08100 | CUYD | 291.90 | 291.900 | 291.900 | 291.900 | 325.00 | 94,867.50 | |||
| 1710 | STEEL REINFORCEMENT | 08150 | LB | 42,718.00 | 42,718.000 | 42,718.000 | 42,718.000 | 0.60 | 25,630.80 | |||
| Project | DE04900270912 | Fed/State Project Number | BRO 027-2(106) | Category | 0008 BRIDGE-MSE WALL | |||||||
| 1720 | ROADWAY EXCAVATION | 02200 | CUYD | 200.00 | 200.000 | 200.000 | 200.000 | 11.45 | 2,290.00 | |||
| 1730 | GRANULAR EMBANKMENT | 02223 | CUYD | 800.00 | 800.000 | 570.900 | 570.900 | 33.00 | 18,839.70 | |||
| 1740 | RETAINING WALL | 08018 | SQFT | 2,800.00 | 2,800.000 | 2,858.800 | 2,858.800 | 80.00 | 228,704.00 | |||
| 1750 | FOUNDATION PREPARATION 26074 (ADDED: 5-18-09) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| SUBTOT | $32,250.00 |
$8,972,460.07 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1500-0-0A |
PRECAST PC I BEAM TYPE 4 |
|
4,374.20 | 0013 | $ | $633,384.16 | ||||||
1500-0-0A |
PRECAST PC I BEAM TYPE 4 |
|
3,406.75 | 0022 | $ | $-493,297.40 | ||||||
1500-00C |
PRECAST PC I BEAM TYPE 4 |
|
-967.45 | 0029 | $0.000000 | $-140,086.76 | ||||||
| SUBTOT | $0.00 |
|||||||||||