|
Report_Id: 101042 Est NO 0057 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101042 | Estimate Number | 0057 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code VC0000008887 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 02/11/2013 TO 02/24/2013 | ||||||
| Date Approved | 03/07/2013 | ||||||
| Primary Proj Number | DE09804601042 | ||||||
| Project No. | APD 0806(036) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||||||
| Description | US 460/KY 80 FROM GREASY CREEK TO SNAKE BRANCH | ||||||
| Date Let | 10/22/2010 | Formal Acceptance | |||||
| Date Awarded | 11/04/2010 | Date Work Began | 12/06/2010 | ||||
| Date Contract Executed | 11/19/2010 | Open To Traffic | |||||
| Date NTP Issued | 11/19/2010 | Actual Completion Date | |||||
| Current Contract Amount | $23,563,059.63 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $23,229,137.20 |
Total Earnings | $16,503,398.97 |
$16,296,187.34 |
$207,211.63 |
|
| Percent Complete | 70.24 |
Stockpiled Materials | $47,502.08 |
$47,633.54 |
$-131.46 |
|
| Funds Available | $7,012,158.58 |
Gross Earnings | $16,550,901.05 |
$16,343,820.88 |
$207,080.17 |
|
| Total Change Orders | $333,922.43 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $16,550,901.05 |
$16,343,820.88 |
$207,080.17 |
|||
| Contract Id | 101042 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0057 | Project Number | APD 0806(036) | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 02/11/2013 TO 02/24/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | CPM Schedule and traffic bound base | Approved | 08/16/2011 | $27,350.00 | 0.0 | |||||
| 002 | Fuel Adjustment Override | Approved | 09/09/2011 | $0.00 | 0.0 | |||||
| 003 | Mass Concrete, Footer redesign and Fuel Adjustment | Approved | 12/06/2011 | $232,356.65 | 2.0 | |||||
| 004 | Project Wage Rate Adjustment (March 13, 2011-Dec. 31, 2011) | Approved | 04/27/2012 | $24,528.86 | 0.0 | |||||
| 005 | Steel Reinforcement and Structural & Misc Replacement | Approved | 09/07/2012 | $133,431.91 | 7.0 | |||||
| 006 | Non Spec Material Override | Approved | 05/15/2012 | $0.00 | 0.0 | |||||
| 007 | Project Wage Rate Adjustment (Jan. 1, 2012-April 30, 2012) | Approved | 07/02/2012 | $18,651.23 | 0.0 | |||||
| 008 | Value Engineering | Approved | 08/21/2012 | $-146,385.31 | 9.0 | |||||
| 009 | Project Wage Rate Adjustment (May 1, 2012 to Aug. 31, 2012) | Approved | 01/28/2013 | $22,756.32 | 0.0 | |||||
| 010 | Project Wage Rate Adjustment Sept, 1, 2012-Dec. 31, 2012 | Approved | 03/04/2013 | $21,232.77 | 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 | 101042 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09804601042 | ||||||
| Estimate Nbr | 0057 | Period | 02/11/2013 TO 02/24/2013 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE09804601042 | Fed/State Project Number | APD 0806(036) | Category | 0002 BRIDGE 25071 | |||||||
| 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 | |
| 0120 | MASONRY COATING | 02998 | SQYD | 1,484.00 | 1,484.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 337.60 | 337.600 | 253.200 | 253.200 | 1.00 | 253.20 | |||
| 0140 | FOUNDATION PREPARATION EASTBOUND (25071) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0150 | FOUNDATION PREPARATION WESTBOUND (25071) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0160 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 152.00 | 152.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0170 | CONCRETE-CLASS A | 08100 | CUYD | 29.90 | 29.900 | 29.900 | 29.900 | 440.00 | 13,156.00 | |||
| 0180 | CONCRETE-CLASS AA | 08104 | CUYD | 2,148.90 | 2,148.900 | 2,148.900 | 2,148.900 | 510.00 | 1,095,939.00 | |||
| 0190 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 686,949.00 | 686,949.000 | 686,949.000 | 686,949.000 | 0.90 | 618,254.10 | |||
| 0200 | ELECTRICAL CONDUIT EASTBOUND | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0210 | ELECTRICAL CONDUIT WESTBOUND | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0220 | BRIDGE CHAIN LINK FENCE-9 FT | 08713 | LF | 490.00 | 490.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0230 | EXPANSION DAM-4 1/2 IN NEOPRENE | 20363ED | LF | 168.20 | 168.200 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0240 | RAIL SYSTEM TYPE III | 21532ED | LF | 2,936.00 | 2,936.000 | 2,936.000 | 2,936.000 | 80.00 | 234,880.00 | |||
| 0250 | BEAM ERECTION | 23953EC | EACH | 60.00 | 60.000 | 60.000 | 60.000 | 9,500.00 | 570,000.00 | |||
| 8017 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09804601042 | Fed/State Project Number | APD 0806(036) | Category | 0003 BRIDGE25072 | |||||||
| 0260 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,112.00 | 1,112.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0270 | MASONRY COATING | 02998 | SQYD | 2,027.90 | 2,027.900 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0280 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 187.70 | 187.700 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0290 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 755.80 | 755.800 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0300 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2,111.90 | 2,111.900 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0310 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0320 | TEST PILES | 08033 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0330 | PILES-STEEL HP14X73 | 08050 | LF | 513.00 | 513.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0340 | PILE POINTS-14 IN | 08095 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0350 | CONCRETE-CLASS A | 08100 | CUYD | 1,518.90 | 1,518.900 | 0.000 | 0.000 | 440.00 | 0.00 | |||
| 0360 | CONCRETE-CLASS AA | 08104 | CUYD | 1,336.00 | 1,336.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
| 0370 | STEEL REINFORCEMENT | 08150 | LB | 220,489.00 | 220,489.000 | 0.000 | 0.000 | 0.82 | 0.00 | |||
| 0380 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 395,729.00 | 395,729.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0390 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,764.00 | 1,764.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0400 | BEAM ERECTION | 23953EC | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| 8036 | REIMBURSEMENT for purchased bridge materials | 10299N | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09804601042 | Fed/State Project Number | APD 0806(036) | Category | 0004 BRIDGE 25073 | |||||||
| 0410 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 447.00 | 447.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0420 | MASONRY COATING | 02998 | SQYD | 10,279.00 | 10,279.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0430 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 168.80 | 168.800 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 473.00 | 432.000 | 224.190 | 224.190 | 1.00 | 224.19 | |||
| 0450 | FOUNDATION PREPARATION EASTBOUND (25073) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 50,000.00 | 25,000.00 | |||
| 0460 | FOUNDATION PREPARATION WESTBOUND (25073) | 08003 | LS | 1.00 | 1.000 | 0.640 | 0.640 | 50,000.00 | 32,000.00 | |||
| 0470 | TEST PILES | 08033 | LF | 89.00 | 114.000 | 118.710 | 118.710 | 60.00 | 7,122.60 | |||
| 0480 | PILES-STEEL HP14X73 | 08050 | LF | 2,271.00 | 2,651.000 | 3,157.960 | 3,157.960 | 60.00 | 189,477.60 | |||
| 0490 | PILE POINTS-14 IN | 08095 | EACH | 140.00 | 160.000 | 160.000 | 160.000 | 120.00 | 19,200.00 | |||
| 0500 | CONCRETE-CLASS A | 08100 | CUYD | 1,905.20 | 1,911.800 | 115.200 | 1,294.900 | 1,410.100 | 440.00 | 50,688.00 | 620,444.00 | |
| 0510 | CONCRETE-CLASS AA | 08104 | CUYD | 2,840.80 | 2,840.800 | 7.840 | 0.000 | 7.840 | 510.00 | 3,998.40 | 3,998.40 | |
| 0520 | STEEL REINFORCEMENT | 08150 | LB | 440,567.00 | 442,606.570 | 20,121.000 | 306,137.910 | 326,258.910 | 0.82 | 16,499.22 | 267,532.30 | |
| 0530 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 680,229.00 | 680,229.000 | 1,591.000 | 0.000 | 1,591.000 | 0.90 | 1,431.90 | 1,431.90 | |
| 0540 | BEAM ERECTION | 23953EC | EACH | 75.00 | 75.000 | 40.000 | 40.000 | 9,500.00 | 380,000.00 | |||
| 8003 | MASS CONCRETE Pier #2 Gardiner Fork | 10040ES | CUYD | 0.00 | 3.000 | 3.000 | 3.000 | 244.51 | 733.53 | |||
| 8004 | MASS CONCRETE Pier #3 Gardiner Fork | 10040ES | CUYD | 0.00 | 8.000 | 8.000 | 8.000 | 240.09 | 1,920.72 | |||
| Project | DE09804601042 | Fed/State Project Number | APD 0806(036) | Category | 0006 ROADWAY-BRIDGE | |||||||
| 0010 | STRUCTURE GRANULAR BACKFILL (ADDED: 10-12-10) | 02231 | CUYD | 352.60 | 0.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0020 | FABRIC-GEOTEXTILE TYPE IV (ADDED: 10-12-10) | 02599 | SQYD | 1,268.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0030 | MASONRY COATING (ADDED: 10-12-10) | 02998 | SQYD | 1,996.80 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0040 | ARMORED EDGE FOR CONCRETE (ADDED: 10-12-10) | 03299 | LF | 224.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0050 | RETAINING WALL (ADDED: 10-12-10) | 08018 | SQFT | 11,501.00 | 0.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0060 | CONCRETE-CLASS A (ADDED: 10-12-10) | 08100 | CUYD | 213.60 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0070 | CONCRETE-CLASS AA (ADDED: 10-12-10) | 08104 | CUYD | 306.40 | 0.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0080 | STEEL REINFORCEMENT (ADDED: 10-12-10) | 08150 | LB | 7,871.00 | 0.000 | 0.000 | 0.000 | 0.86 | 0.00 | |||
| 0090 | STEEL REINFORCEMENT-EPOXY COATED (ADDED: 10-12-10) | 08151 | LB | 66,888.60 | 0.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0100 | RAIL SYSTEM TYPE III (ADDED: 10-12-10) | 21532ED | LF | 322.00 | 0.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0110 | BEAM ERECTION (ADDED: 10-12-10) | 23953EC | EACH | 12.00 | 0.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0550 | REMOVE PIPE | 01310 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0560 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0570 | GRANULAR EMBANKMENT | 02223 | CUYD | 56,873.00 | 0.000 | 0.000 | 0.000 | 12.45 | 0.00 | |||
| 0580 | EMBANKMENT IN PLACE | 02230 | CUYD | 30,215.00 | 25,507.000 | 25,900.000 | 25,900.000 | 4.00 | 103,600.00 | |||
| 0590 | WATER | 02242 | MGAL | 2,000.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0600 | CHANNEL LINING CLASS II | 02483 | TON | 508.00 | 486.000 | 0.000 | 0.000 | 26.41 | 0.00 | |||
| 0610 | CHANNEL LINING CLASS III | 02484 | TON | 858.00 | 858.000 | 0.000 | 0.000 | 29.25 | 0.00 | |||
| 0620 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 11,604.00 | 3,990.000 | 2,566.670 | 2,566.670 | 2.00 | 5,133.34 | |||
| 0630 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 497.00 | 215.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0640 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0650 | SETTLEMENT PLATFORM | 02692 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0660 | TEMP SILT FENCE | 02701 | LF | 1,707.00 | 1,707.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0670 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0680 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0690 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0700 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0710 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0720 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0730 | CLEAN TEMP SILT FENCE | 02709 | LF | 3,413.00 | 3,413.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0740 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 145,000.00 | 0.00 | |||
| 0750 | STEEL PIPE-2 1/2 IN | 03340 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 0760 | STEEL PIPE-4 IN | 03343 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 59.00 | 0.00 | |||
| 0770 | TEMP MULCH | 05952 | SQYD | 2,064.00 | 2,064.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0780 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,064.00 | 2,064.000 | 21,777.800 | 21,777.800 | 0.30 | 6,533.34 | |||
| 0790 | TOPDRESSING FERTILIZER | 05966 | TON | 1.32 | 1.323 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0800 | SEEDING AND PROTECTION | 05985 | SQYD | 20,631.00 | 20,631.000 | 24,266.600 | 24,266.600 | 0.40 | 9,706.64 | |||
| 0810 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 2,656.00 | 2,811.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 1920 | CULVERT PIPE-18 IN | 00462 | LF | 95.00 | 0.000 | 0.000 | 0.000 | 68.84 | 0.00 | |||
| 1930 | CULVERT PIPE-36 IN | 00468 | LF | 44.00 | 44.000 | 44.000 | 44.000 | 126.71 | 5,575.24 | |||
| 1940 | PERFORATED PIPE-4 IN | 01000 | LF | 131.00 | 86.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 1950 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 1960 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1970 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
| 1980 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 1990 | CONCRETE-CLASS A | 08100 | CUYD | 0.92 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 2000 | STEEL REINFORCEMENT | 08150 | LB | 7.93 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 2010 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 138.00 | 44.000 | 0.000 | 0.000 | 5.75 | 0.00 | |||
| 8019 | GRANULAR EMBANKMENT | 02223 | CUYD | 0.00 | 27,661.000 | 4,243.000 | 4,243.000 | 17.25 | 73,191.75 | |||
| 8020 | REMOVE STRUCTURE VE Design | 02731 | LS | 0.00 | 1.000 | 0.900 | 0.900 | 97,500.00 | 87,750.00 | |||
| 8021 | RC BOX STRUCTURE | 23819EC | LS | 0.00 | 1.000 | 0.050 | 0.889 | 0.939 | 1,425,000.00 | 71,250.00 | 1,338,075.00 | |
| Project | DE09804601042 | Fed/State Project Number | APD 0806(036) | Category | 0009 ROADWAY | |||||||
| 1380 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 507.00 | 823.000 | 315.440 | 315.440 | 148.00 | 46,685.12 | |||
| 1390 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 209.00 | 209.000 | 0.000 | 0.000 | 198.00 | 0.00 | |||
| 1400 | CULVERT PIPE-18 IN | 00462 | LF | 135.00 | 135.000 | 0.000 | 0.000 | 71.59 | 0.00 | |||
| 1410 | CULVERT PIPE-42 IN | 00469 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 109.84 | 0.00 | |||
| 1420 | CULVERT PIPE-60 IN | 00472 | LF | 235.00 | 235.000 | 225.000 | 0.000 | 225.000 | 180.15 | 40,533.75 | 40,533.75 | |
| 1430 | STORM SEWER PIPE-18 IN | 00522 | LF | 442.00 | 442.000 | 0.000 | 0.000 | 54.23 | 0.00 | |||
| 1440 | STORM SEWER PIPE-24 IN | 00524 | LF | 65.00 | 65.000 | 0.000 | 0.000 | 63.88 | 0.00 | |||
| 1450 | STORM SEWER PIPE-30 IN | 00526 | LF | 76.00 | 76.000 | 48.000 | 48.000 | 82.21 | 3,946.08 | |||
| 1460 | PERFORATED PIPE-4 IN | 01000 | LF | 1,004.00 | 1,004.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 1470 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 1480 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1490 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1500 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1510 | REMOVE PIPE | 01310 | LF | 207.50 | 207.500 | 4.000 | 4.000 | 11.00 | 44.00 | |||
| 1520 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 1530 | DROP BOX INLET TYPE 5B | 01505 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 1540 | REMOVE DROP BOX INLET | 01585 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 1550 | TEMP DITCH | 02159 | LF | 2,312.00 | 2,312.000 | 270.000 | 270.000 | 3.00 | 810.00 | |||
| 1560 | ROADWAY EXCAVATION | 02200 | CUYD | 1,181,007.00 | 1,174,584.000 | 1,172,783.600 | 1,172,783.600 | 6.86 | 8,045,295.49 | |||
| 1570 | SPECIAL EXCAVATION | 02204 | CUYD | 30,000.00 | 30,000.000 | 16,623.000 | 16,623.000 | 5.32 | 88,434.36 | |||
| 1580 | WATER | 02242 | MGAL | 2,605.00 | 2,605.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1590 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 10,141.00 | 10,141.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 1600 | REMOVE FENCE | 02265 | LF | 217.00 | 217.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1610 | CHANNEL LINING CLASS II | 02483 | TON | 2,255.00 | 2,255.000 | 0.000 | 0.000 | 27.48 | 0.00 | |||
| 1620 | CHANNEL LINING CLASS IV | 02488 | CUYD | 5,601.00 | 5,601.000 | 8,845.730 | 8,845.730 | 10.00 | 88,457.30 | |||
| 1630 | CEMENT | 02542 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1640 | CLEARING AND GRUBBING 12.7 ACRES | 02545 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 640,000.00 | 608,000.00 | |||
| 1650 | SIGNS | 02562 | SQFT | 257.50 | 257.500 | 249.500 | 249.500 | 15.00 | 3,742.50 | |||
| 1660 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,098.00 | 4,098.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1670 | RIFFLE STRUCTURE-GABION | 02622 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 1680 | REMOVE HEADWALL | 02625 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 1690 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.430 | 0.430 | 72,000.00 | 30,960.00 | |||
| 1700 | SAFELOADING | 02690 | CUYD | 233.00 | 233.000 | 120.000 | 120.000 | 160.00 | 19,200.00 | |||
| 1710 | TEMP SILT FENCE | 02701 | LF | 8,830.00 | 8,830.000 | 2,416.000 | 2,416.000 | 3.00 | 7,248.00 | |||
| 1720 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 1730 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 28.000 | 28.000 | 300.00 | 8,400.00 | |||
| 1740 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1750 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| 1760 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 51.000 | 51.000 | 1.00 | 51.00 | |||
| 1770 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1780 | CLEAN TEMP SILT FENCE | 02709 | LF | 26,490.00 | 26,490.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1790 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.430 | 0.430 | 200,000.00 | 86,000.00 | |||
| 1800 | TEMP MULCH | 05952 | SQYD | 6,107.00 | 6,107.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 1810 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 6,107.00 | 6,107.000 | 42,400.000 | 42,400.000 | 0.30 | 12,720.00 | |||
| 1820 | TOPDRESSING FERTILIZER | 05966 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1830 | SEEDING AND PROTECTION | 05985 | SQYD | 61,071.00 | 61,071.000 | 124,936.780 | 124,936.780 | 0.40 | 49,974.71 | |||
| 1840 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 5,564.00 | 5,564.000 | 124,936.780 | 124,936.780 | 0.25 | 31,234.19 | |||
| 1850 | CONCRETE-CLASS A | 08100 | CUYD | 37.44 | 37.440 | 20.950 | 20.950 | 1,000.00 | 20,950.00 | |||
| 1860 | STEEL REINFORCEMENT | 08150 | LB | 2,654.50 | 2,654.500 | 1,571.000 | 1,571.000 | 2.00 | 3,142.00 | |||
| 1870 | TEMPORARY PIPE | 20166ES810 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 115.40 | 0.00 | |||
| 1880 | PNEUMATIC BACKSTOWING | 20667ED | TON | 64.00 | 64.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1890 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 499.00 | 499.000 | 0.000 | 0.000 | 5.75 | 0.00 | |||
| 1900 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 3,578.00 | 3,578.000 | 0.000 | 0.000 | 4.44 | 0.00 | |||
| 1910 | ALTERNATE ACCESS ROAD | 23782EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 8000 | PROJECT CPM SCHEDULE | 02570 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 8001 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 200,000.001 | 21,091.220 | 173,827.750 | 194,918.970 | 1.00 | 21,091.22 | 194,918.97 | |
| 8002 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 900.000 | 79.960 | 2,051.710 | 2,131.670 | 21.50 | 1,719.14 | 45,830.90 | |
| 8005 | PROJECT WAGE RATE ADJUSTMENT (March 13, 2011-December 31, 2011) | 10035NS | DOLL | 0.00 | 24,528.860 | 24,528.860 | 24,528.860 | 1.00 | 24,528.86 | |||
| 8015 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 384.000 | 384.000 | 384.000 | 24.73 | 9,496.32 | |||
| 8016 | DGA BASE | 00001 | TON | 0.00 | 469.000 | 391.790 | 391.790 | 21.50 | 8,423.48 | |||
| 8018 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 18,651.230 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8022 | ENGINEERING Costs for (Design and Geotechnical Services) | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 8023 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 146,385.310 | 73,000.000 | 73,000.000 | 1.00 | 73,000.00 | |||
| 8024 | PROJECT WAGE RATE ADJUSTMENT (May 1, 2012 to Aug. 31, 2012) | 10035NS | DOLL | 0.00 | 22,756.320 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8025 | PROJECT WAGE RATE ADJUSTMENT Sept. 1, 2012-Dec. 31, 2012 | 10035NS | DOLL | 0.00 | 21,232.770 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8026 | CLEARING AND GRUBBING for Shop Branch VE | 02545 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 8027 | CULVERT PIPE-30 IN | 00466 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 94.89 | 0.00 | |||
| 8028 | DROP BOX INLET TYPE 1 | 01490 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 8029 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 8030 | RETAINING WALL-GABION | 02610 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 8031 | CULVERT PIPE-72 IN | 00474 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 859.00 | 0.00 | |||
| 8032 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 26.60 | 0.00 | |||
| 8033 | TEMP GUARDRAIL | 02397 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 8034 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 8035 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 8037 | EW~ Utility Relocations | 10098NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8038 | EW~ Permits | 10098NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8039 | DESIGN | 21512NS | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8040 | VALUE ENGINEERING for Shop Branch | 10121NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09804601042 | Fed/State Project Number | APD 0806(036) | Category | 0013 MOB AND DEMOB | |||||||
| 2140 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,090,000.00 | 1,090,000.00 | |||
| 2150 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 327,200.00 | 0.00 | |||
| Project | DE09804601042 | Fed/State Project Number | APD 0806(036) | Category | 0014 TRAINEES | |||||||
| 2160 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER TRAINEE | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,401.000 | 1,401.000 | 1.00 | 1,401.00 | |||
| 2170 | TRAINEE PAYMENT REIMBURSEMENT 1 ARTICULATING/OFF RD TRUCK DRIVER | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,407.500 | 1,407.500 | 1.00 | 1,407.50 | |||
| Project | DE09804601042 | Fed/State Project Number | APD 0806(036) | Category | 0015 NON Particiapting FHWA Funds | |||||||
| 8006 | STRUCTURAL STEEL DWG #25071 | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 32,134.83 | 32,134.83 | |||
| 8007 | STRUCTURAL STEEL DWG # 25073 | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,126.91 | 6,126.91 | |||
| 8008 | EW~ 1/2 IN CORK | 10097EX | SQFT | 0.00 | 150.000 | 0.000 | 0.000 | 3.57 | 0.00 | |||
| 8009 | EW~ 1 1/2 IN CORK | 10097EX | SQFT | 0.00 | 960.000 | 960.000 | 960.000 | 10.28 | 9,868.80 | |||
| 8010 | EW~ 2 IN CORK | 10097EX | SQFT | 0.00 | 50.000 | 0.000 | 0.000 | 13.55 | 0.00 | |||
| 8011 | EW~ 1/2 CORK CATEGORY 4 BRIDGE | 10097EX | SQFT | 0.00 | 90.000 | 0.000 | 0.000 | 3.57 | 0.00 | |||
| 8012 | EW~ 1 IN CORK | 10097EX | SQFT | 0.00 | 600.000 | 0.000 | 0.000 | 6.83 | 0.00 | |||
| 8013 | EW~ 1 1/4 IN CORK 25073 | 10097EX | SQFT | 0.00 | 8.170 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 8014 | EW~ 3 3/4 IN CORK 25073 | 10097EX | SQFT | 0.00 | 30.000 | 0.000 | 0.000 | 25.29 | 0.00 | |||
| SUBTOT | $207,211.63 |
$16,503,398.94 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0180-1-0I |
Slab Bolster | LF |
119.45 | 0016 | $382.503230 | $45,690.01 | ||||||
0180-2-0I |
STAY IN PL FORMS | CUYD |
345.48 | 0023 | $188.146000 | $65,000.68 | ||||||
0510-1-0I |
STAY IN PL FORMS | SQFT |
23,948.00 | 0029 | $1.989040 | $47,633.53 | ||||||
0180-4-0I |
STAY IN PL FORMS | SQFT |
29,932.00 | 0035 | $1.881480 | $56,316.45 | ||||||
0180-3-0I |
SLAB BOLSTER | LF |
58,645.00 | 0035 | $0.675000 | $39,585.37 | ||||||
0180-2-0A |
STAY IN PL FORMS | CUYD |
287.08 | 0025 | $188.146000 | $-54,012.95 | ||||||
0180-1-0A |
Slab Bolster | LF |
119.45 | 0025 | $382.503230 | $-45,690.01 | ||||||
0180-4-0A |
STAY IN PL FORMS | SQFT |
6,029.03 | 0036 | $1.881480 | $-11,343.51 | ||||||
0180-3-0A |
SLAB BOLSTER | LF |
11,810.61 | 0036 | $0.675000 | $-7,972.16 | ||||||
0180-4-0A |
STAY IN PL FORMS | SQFT |
3,052.30 | 0038 | $1.881480 | $-5,742.85 | ||||||
0180-3-0A |
SLAB BOLSTER | LF |
5,979.33 | 0038 | $0.675000 | $-4,036.05 | ||||||
0180-4-0A |
STAY IN PL FORMS | SQFT |
6,173.11 | 0040 | $1.881480 | $-11,614.58 | ||||||
0180-3-0A |
SLAB BOLSTER | LF |
12,092.85 | 0040 | $0.675000 | $-8,162.67 | ||||||
0180-4-0A |
STAY IN PL FORMS | SQFT |
6,023.56 | 0049 | $1.881480 | $-11,333.22 | ||||||
0180-3-0A |
SLAB BOLSTER | LF |
11,799.90 | 0049 | $0.675000 | $-7,964.93 | ||||||
0180-4-0A |
STAY IN PL FORMS | SQFT |
8,200.80 | 0050 | $1.881480 | $-15,429.64 | ||||||
0180-3-0A |
SLAB BOLSTER | LF |
16,065.00 | 0050 | $0.675000 | $-10,843.87 | ||||||
0180-4-0A |
STAY IN PL FORMS | SQFT |
453.17 | 0051 | $1.881480 | $-852.65 | ||||||
0180-3-0A |
SLAB BOLSTER | LF |
897.31 | 0051 | $0.675000 | $-605.68 | ||||||
0510-1-0A |
STAY IN PL FORMS | SQFT |
66.09 | 0057 | $1.989040 | -131.46 | $-131.46 | |||||
0180-20C |
STAY IN PL FORMS | CUYD |
0.00 | 0035 | $188.146000 | $-10,987.73 | ||||||
| SUBTOT | $47,502.08 |
|||||||||||