|
Report_Id: 171019 Est NO 0114 |
Date:05/30/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171019 | Estimate Number | 0114 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Hayes, Vincent | ||||||
| Contractor | BUSH & BURCHETT INC | ADDR SN 0 VC Code KY0022414 | |||||
| PO BOX 400 | |||||||
| ALLEN , KY , 41601 | |||||||
| Pay Period | 05/06/2023 TO 05/19/2023 | ||||||
| Date Approved | 05/29/2023 | ||||||
| Primary Proj Number | DE09804601719 | ||||||
| Project No. | NHPP 0806(044) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | POND CREEK BRIDGE (US-460) | ||||||
| Description | POND CREEK BRIDGE (US-460) | ||||||
| Date Let | 05/26/2017 | Formal Acceptance | |||||
| Date Awarded | 06/06/2017 | Date Work Began | 08/24/2017 | ||||
| Date Contract Executed | 06/27/2017 | Open To Traffic | |||||
| Date NTP Issued | 06/27/2017 | Actual Completion Date | |||||
| Current Contract Amount | $26,563,096.77 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $26,931,407.55 |
Total Earnings | $23,423,354.42 |
$23,403,154.20 |
$20,200.22 |
|
| Percent Complete | 89.05 |
Stockpiled Materials | $232,021.13 |
$232,021.13 |
$0.00 |
|
| Funds Available | $2,907,721.22 |
Gross Earnings | $23,655,375.55 |
$23,635,175.33 |
$20,200.22 |
|
| Total Change Orders | $-368,310.78 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $23,655,375.55 |
$23,635,175.33 |
$20,200.22 |
|||
| Contract Id | 171019 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0114 | Project Number | NHPP 0806(044) | |||||||
| Contractor | BUSH & BURCHETT INC | Period | 05/06/2023 TO 05/19/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | VE to change piers | Approved | 06/14/2019 | $-450,377.42 | 120.0 | |||||
| 002 | Mass Concrete, Additional Working Days Due to Temperature | Approved | 02/18/2020 | $15,856.64 | 95.0 | |||||
| 003 | Pier 4 Foundation | Approved | 10/19/2020 | $59,240.00 | 105.0 | |||||
| 004 | Administrative Settlement Failed Bolts | Approved | 06/07/2022 | $6,970.00 | 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 | 171019 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | BRGR BRIDGE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE09804601719 | ||||||
| Estimate Nbr | 0114 | Period | 05/06/2023 TO 05/19/2023 | |||||||
| Contractor | BUSH & BURCHETT INC | |||||||||
| Project | DE09804601719 | Fed/State Project Number | NHPP 0806(044) | Category | ||||||||
| 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 | |
| Project | DE09804601719 | Fed/State Project Number | NHPP 0806(044) | Category | 0001 ROADWAY | |||||||
| 0005 | DGA BASE | 00001 | TON | 413.00 | 413.000 | 445.510 | 445.510 | 46.25 | 20,604.83 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0015 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 650.00 | 650.000 | 184.460 | 184.460 | 130.00 | 23,979.80 | |||
| 0020 | PERFORATED PIPE-8 IN | 01002 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0025 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0030 | PERF PIPE HEADWALL TY 1-8 IN | 01022 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0035 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 10.00 | 50.00 | |||
| 0040 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0045 | TEMP DITCH | 02159 | LF | 550.00 | 550.000 | 740.000 | 740.000 | 0.10 | 74.00 | |||
| 0050 | CLEAN TEMP DITCH | 02160 | LF | 275.00 | 275.000 | 550.000 | 550.000 | 0.10 | 55.00 | |||
| 0055 | ROADWAY EXCAVATION | 02200 | CUYD | 216,100.00 | 216,100.000 | 206,100.000 | 206,100.000 | 11.35 | 2,339,235.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0065 | TEMP GUARDRAIL | 02397 | LF | 200.00 | 200.000 | 162.500 | 162.500 | 15.00 | 2,437.50 | |||
| 0070 | PLUG WATER WELL | 02475 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0075 | CHANNEL LINING CLASS II | 02483 | TON | 83.00 | 83.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0080 | CHANNEL LINING CLASS IV | 02488 | CUYD | 356.00 | 356.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0085 | CEMENT | 02542 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0090 | CLEARING AND GRUBBING 20 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,000.00 | 155,000.00 | |||
| 0095 | TEMPORARY SIGNS | 02562 | SQFT | 87.00 | 87.000 | 118.500 | 118.500 | 20.00 | 2,370.00 | |||
| 0100 | RETAINING WALL-GABION | 02610 | CUYD | 34.00 | 34.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0105 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 23,000.00 | 18,400.00 | |||
| 0110 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0115 | TEMP SILT FENCE | 02701 | LF | 550.00 | 550.000 | 600.000 | 600.000 | 3.00 | 1,800.00 | |||
| 0120 | SILT TRAP TYPE A | 02703 | EACH | 20.00 | 20.000 | 8.000 | 8.000 | 100.00 | 800.00 | |||
| 0125 | SILT TRAP TYPE B | 02704 | EACH | 20.00 | 20.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 0130 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0135 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 20.00 | 20.000 | 13.000 | 13.000 | 25.00 | 325.00 | |||
| 0140 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 20.00 | 20.000 | 1.000 | 1.000 | 20.00 | 20.00 | |||
| 0145 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0150 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 50,000.00 | 40,000.00 | |||
| 0155 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0160 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 3,100.000 | 3,100.000 | 1.15 | 3,565.00 | |||
| 0165 | TEMP MULCH | 05952 | SQYD | 64,500.00 | 64,500.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0170 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 48,400.00 | 48,400.000 | 39,712.000 | 39,712.000 | 0.17 | 6,751.04 | |||
| 0175 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0180 | 20-10-10 FERTILIZER | 05964 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0185 | SEEDING AND PROTECTION | 05985 | SQYD | 78,500.00 | 78,500.000 | 6,682.670 | 6,682.670 | 0.35 | 2,338.93 | |||
| 0190 | AGRICULTURAL LIMESTONE | 05992 | TON | 49.00 | 49.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0195 | FUEL ADJUSTMENT | 10020NS | DOLL | 37,374.00 | 37,374.000 | 28,370.270 | 28,370.270 | 1.00 | 28,370.27 | |||
| 0200 | PNEUMATIC BACKSTOWING | 20667ED | TON | 150.00 | 150.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0205 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 18.00 | 18.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0210 | CONSTRUCTION ACCESS | 24740EC | LS | 1.00 | 1.000 | 0.850 | 0.850 | 180,000.00 | 153,000.00 | |||
| 8008 | VALUE ENGINEERING Pier Revision | 10121NX | DOLL | 0.00 | 165,377.420 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09804601719 | Fed/State Project Number | NHPP 0806(044) | Category | 0002 BRIDGE-27242-EB | |||||||
| 0215 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 287.00 | 287.000 | 90.000 | 117.000 | 207.000 | 60.00 | 5,400.00 | 12,420.00 | |
| 0220 | FENCE-6 FT CHAIN LINK | 02274 | LF | 440.00 | 440.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0225 | MASONRY COATING | 02998 | SQYD | 3,300.00 | 3,300.000 | 606.260 | 606.260 | 10.00 | 6,062.60 | |||
| 0230 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0235 | STRUCTURE EXCAV-SOLID ROCK (REVISED: 5-15-17) | 08002 | CUYD | 548.00 | 548.000 | 934.400 | 934.400 | 50.00 | 46,720.00 | |||
| 0240 | CONCRETE-CLASS A | 08100 | CUYD | 4,692.00 | 2,438.000 | 2,438.000 | 2,438.000 | 700.00 | 1,706,600.00 | |||
| 0245 | CONCRETE-CLASS AA | 08104 | CUYD | 1,612.00 | 1,612.000 | 194.640 | 194.640 | 700.00 | 136,248.00 | |||
| 0250 | STEEL REINFORCEMENT | 08150 | LB | 1,168,458.00 | 950,869.000 | 969,174.780 | 969,174.780 | 1.10 | 1,066,092.25 | |||
| 0255 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 494,461.00 | 494,461.000 | 42,786.470 | 42,786.470 | 1.10 | 47,065.11 | |||
| 0260 | STRUCTURAL STEEL 2,035,944 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,300,000.00 | 4,300,000.00 | |||
| 0265 | SHEAR CONNECTORS 15,660 LBS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0270 | APPROACH SLAB | 08500 | SQYD | 234.00 | 234.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0275 | RAIL SYSTEM TYPE III | 21532ED | LF | 2,106.00 | 2,106.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0280 | FIBERGLASS DRAIN PIPE POND CREEK BRIDGE-EB | 21679EN | LF | 50.00 | 50.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0285 | FINGER EXPANSION JOINT | 23859EC | LF | 84.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 8001 | FINGER EXPANSION JOINT 20 in | 23859EC | LF | 0.00 | 84.000 | 0.000 | 0.000 | 3,005.00 | 0.00 | |||
| 8003 | CONCRETE-CLASS D MOD For EB Pier | 08103 | CUYD | 0.00 | 1,736.000 | 1,740.670 | 1,740.670 | 811.93 | 1,413,302.19 | |||
| 8005 | DESIGN TO REVISE EB PIER | 21512NS | DOLL | 0.00 | 58,000.000 | 58,000.000 | 58,000.000 | 1.00 | 58,000.00 | |||
| 8007 | MASS CONCRETE For Abutment #1 Footer | 10040ES | CUYD | 0.00 | 64.000 | 767.220 | 767.220 | 247.76 | 190,086.42 | |||
| 8009 | CONCRETE-CLASS B East Bound | 02555 | CUYD | 0.00 | 41.000 | 127.000 | 127.000 | 385.00 | 48,895.00 | |||
| 8010 | FOUNDATION PREPARATION East Bound | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,175.00 | 13,175.00 | |||
| 8013 | ADMINISTRATIVE SETTLEMENT Replacement Field Bolts | 10104NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 6,970.00 | 6,970.00 | |||
| Project | DE09804601719 | Fed/State Project Number | NHPP 0806(044) | Category | 0003 BRIDGE- 27242- WB | |||||||
| 0290 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 287.00 | 287.000 | 90.000 | 139.500 | 229.500 | 60.00 | 5,400.00 | 13,770.00 | |
| 0295 | FENCE-6 FT CHAIN LINK | 02274 | LF | 440.00 | 440.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0300 | MASONRY COATING | 02998 | SQYD | 3,300.00 | 3,300.000 | 602.460 | 602.460 | 10.00 | 6,024.60 | |||
| 0305 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 42.000 | 42.000 | 84.000 | 75.00 | 3,150.00 | 6,300.00 | |
| 0310 | STRUCTURE EXCAV-SOLID ROCK (REVISED: 5-15-17) | 08002 | CUYD | 548.00 | 548.000 | 927.390 | 927.390 | 50.00 | 46,369.50 | |||
| 0315 | CONCRETE-CLASS A | 08100 | CUYD | 4,692.00 | 2,438.000 | 2,438.000 | 2,438.000 | 700.00 | 1,706,600.00 | |||
| 0320 | CONCRETE-CLASS AA | 08104 | CUYD | 1,612.00 | 1,612.000 | 7.590 | 1,604.410 | 1,612.000 | 700.00 | 5,313.00 | 1,128,400.00 | |
| 0325 | STEEL REINFORCEMENT | 08150 | LB | 1,168,458.00 | 950,869.000 | 969,122.680 | 969,122.680 | 1.10 | 1,066,034.94 | |||
| 0330 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 494,461.00 | 494,461.000 | 852.020 | 493,563.980 | 494,416.000 | 1.10 | 937.22 | 543,857.60 | |
| 0335 | STRUCTURAL STEEL 2,035,944 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,300,000.00 | 4,300,000.00 | |||
| 0340 | SHEAR CONNECTORS 15,660 LBS | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0345 | APPROACH SLAB | 08500 | SQYD | 234.00 | 234.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0350 | RAIL SYSTEM TYPE III | 21532ED | LF | 2,106.00 | 2,106.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0355 | FIBERGLASS DRAIN PIPE POND CREEK BRIDGE-WB | 21679EN | LF | 50.00 | 50.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0360 | FINGER EXPANSION JOINT | 23859EC | LF | 84.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 8002 | FINGER EXPANSION JOINT 20 in | 23859EC | LF | 0.00 | 84.000 | 42.000 | 42.000 | 3,005.00 | 126,210.00 | |||
| 8004 | CONCRETE-CLASS D MOD For WB Pier | 08103 | CUYD | 0.00 | 1,736.000 | 1,748.930 | 1,748.930 | 811.93 | 1,420,008.73 | |||
| 8006 | DESIGN TO REVISE WB PIER | 21512NS | DOLL | 0.00 | 58,000.000 | 58,000.000 | 58,000.000 | 1.00 | 58,000.00 | |||
| 8011 | CONCRETE-CLASS B West Bound | 02555 | CUYD | 0.00 | 41.000 | 0.000 | 0.000 | 385.00 | 0.00 | |||
| 8012 | FOUNDATION PREPARATION West Bound | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,175.00 | 13,175.00 | |||
| Project | DE09804601719 | Fed/State Project Number | NHPP 0806(044) | Category | 0004 WATERLINE | |||||||
| 0365 | FLOWABLE FILL PAVE REPLACEMENT | 02220 | CUYD | 50.00 | 50.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0370 | W AIR RELEASE VALVE SPECIAL 4 IN | 14002 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 0375 | W CAP EXISTING MAIN INCLUDES CUT OFF WATER MAIN FOR 2 | 14003 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0380 | W ENCASEMENT STEEL OPEN CUT RANGE 2 MIN. 8 IN STEEL CASING | 14013 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0385 | W ENCASEMENT STEEL OPEN CUT RANGE 2 MIN. 8 IN STEEL CASING-UNDER BRIDGE | 14013 | LF | 600.00 | 600.000 | 515.000 | 515.000 | 37.00 | 19,055.00 | |||
| 0390 | W ENCASEMENT STEEL OPEN CUT RANGE 2 MIN. 8 IN STEEL CASING-UNDER ROAD | 14013 | LF | 45.00 | 45.000 | 37.000 | 37.000 | 65.00 | 2,405.00 | |||
| 0395 | W FLUSHING ASSEMBLY | 14023 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0400 | W PIPE DUCTILE IRON 04 INCH | 14035 | LF | 710.00 | 710.000 | 52.500 | 52.500 | 32.00 | 1,680.00 | |||
| 0405 | W PIPE POLYETHYLENE/PLASTIC 04 INCH W INCIDENTAL/FITTNGS, CASING SPACERS, ET | 14068 | LF | 600.00 | 600.000 | 532.000 | 532.000 | 14.00 | 7,448.00 | |||
| 0410 | W TIE-IN 04 INCH | 14093 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0415 | W TIE-IN 04 INCH | 14093 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0420 | W VALVE 04 INCH | 14104 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 700.00 | 3,500.00 | |||
| 0425 | WATER MAIN CREEK CROSSING 4 IN CLASS 350 DI PIPE W/MECH JOINT | 23667EC | LF | 140.00 | 140.000 | 135.000 | 135.000 | 65.00 | 8,775.00 | |||
| Project | DE09804601719 | Fed/State Project Number | NHPP 0806(044) | Category | 0005 MOBILIZATION AND/OR DEMOBILIZATION | |||||||
| 0430 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000,000.00 | 1,000,000.00 | |||
| 0435 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 390,000.00 | 0.00 | |||
| Project | DE09804601719 | Fed/State Project Number | NHPP 0806(044) | Category | 0006 TRAINEE | |||||||
| 0440 | TRAINEE PAYMENT REIMBURSEMENT 1 IRON WORKER | 02742 | HOUR | 1,400.00 | 1,400.000 | 678.000 | 678.000 | 1.00 | 678.00 | |||
| SUBTOT | $20,200.22 |
$23,423,354.36 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0260-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0004 | $879368.160000 | $835,399.75 | ||||||
0335-1-0I |
STEEL, STRUCTURAL | L S |
1.00 | 0004 | $879368.160000 | $835,399.75 | ||||||
0260-3-0I |
STEEL, STRUCTURAL | LB |
1,839.82 | 0054 | $42.448000 | $78,096.67 | ||||||
0260-2-0I |
STEEL, STRUCTURAL | LB |
368.57 | 0054 | $44.200840 | $16,291.10 | ||||||
0260-4-0I |
STAY IN PL FORMS | lsp |
1.00 | 0060 | $52598.130000 | $52,598.13 | ||||||
0335-2-0I |
STAY IN PL FORMS | lsp |
1.00 | 0060 | $52598.130000 | $52,598.13 | ||||||
0260-5-0I |
STEEL, STRUCTURAL | L S |
1.00 | 0064 | $52598.130000 | $52,598.13 | ||||||
0335-3-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0064 | $52598.130000 | $52,598.13 | ||||||
0255-1-0I |
STL REINEXCO 615GR60 | LB |
420,842.00 | 0106 | $0.594730 | $237,773.36 | ||||||
0260-5-0A |
STEEL, STRUCTURAL | L S |
0.20 | 0090 | $52598.130000 | $-10,519.63 | ||||||
0260-4-0A |
STAY IN PL FORMS | lsp |
0.20 | 0090 | $52598.130000 | $-10,519.63 | ||||||
0260-3-0A |
STEEL, STRUCTURAL | LB |
0.20 | 0090 | $42.448000 | $-8.49 | ||||||
0260-2-0A |
STEEL, STRUCTURAL | LB |
0.20 | 0090 | $44.200840 | $-8.84 | ||||||
0260-1-0A |
STEEL, STRUCTURAL | LS |
0.20 | 0090 | $879368.160000 | $-167,079.95 | ||||||
0260-5-0A |
STEEL, STRUCTURAL | L S |
0.20 | 0092 | $52598.130000 | $-10,519.63 | ||||||
0260-4-0A |
STAY IN PL FORMS | lsp |
0.20 | 0092 | $52598.130000 | $-10,519.63 | ||||||
0260-3-0A |
STEEL, STRUCTURAL | LB |
0.20 | 0092 | $42.448000 | $-8.49 | ||||||
0260-2-0A |
STEEL, STRUCTURAL | LB |
0.20 | 0092 | $44.200840 | $-8.84 | ||||||
0260-1-0A |
STEEL, STRUCTURAL | LS |
0.20 | 0092 | $879368.160000 | $-167,079.95 | ||||||
0260-5-0A |
STEEL, STRUCTURAL | L S |
0.20 | 0093 | $52598.130000 | $-10,519.63 | ||||||
0260-4-0A |
STAY IN PL FORMS | lsp |
0.20 | 0093 | $52598.130000 | $-10,519.63 | ||||||
0260-3-0A |
STEEL, STRUCTURAL | LB |
0.20 | 0093 | $42.448000 | $-8.49 | ||||||
0260-2-0A |
STEEL, STRUCTURAL | LB |
0.20 | 0093 | $44.200840 | $-8.84 | ||||||
0260-1-0A |
STEEL, STRUCTURAL | LS |
0.20 | 0093 | $879368.160000 | $-167,079.95 | ||||||
0260-4-0A |
STAY IN PL FORMS | lsp |
0.30 | 0094 | $52598.130000 | $-15,779.44 | ||||||
0260-3-0A |
STEEL, STRUCTURAL | LB |
0.30 | 0094 | $42.448000 | $-12.73 | ||||||
0260-2-0A |
STEEL, STRUCTURAL | LB |
0.30 | 0094 | $44.200840 | $-13.26 | ||||||
0260-5-0A |
STEEL, STRUCTURAL | L S |
0.30 | 0094 | $52598.130000 | $-15,779.44 | ||||||
0260-1-0A |
STEEL, STRUCTURAL | LS |
0.30 | 0094 | $879368.160000 | $-250,619.92 | ||||||
0260-5-0A |
STEEL, STRUCTURAL | L S |
0.04 | 0095 | $52598.130000 | $-2,103.93 | ||||||
0260-4-0A |
STAY IN PL FORMS | lsp |
0.04 | 0095 | $52598.130000 | $-2,103.93 | ||||||
0260-3-0A |
STEEL, STRUCTURAL | LB |
0.04 | 0095 | $42.448000 | $-1.70 | ||||||
0260-2-0A |
STEEL, STRUCTURAL | LB |
0.04 | 0095 | $44.200840 | $-1.77 | ||||||
0260-1-0A |
STEEL, STRUCTURAL | LS |
0.04 | 0095 | $879368.160000 | $-33,415.99 | ||||||
0260-5-0A |
STEEL, STRUCTURAL | L S |
0.06 | 0096 | $52598.130000 | $-3,155.87 | ||||||
0260-4-0A |
STAY IN PL FORMS | lsp |
0.06 | 0096 | $52598.130000 | $-3,155.87 | ||||||
0260-3-0A |
STEEL, STRUCTURAL | LB |
0.06 | 0096 | $42.448000 | $-2.55 | ||||||
0260-2-0A |
STEEL, STRUCTURAL | LB |
0.06 | 0096 | $44.200840 | $-2.65 | ||||||
0260-1-0A |
STEEL, STRUCTURAL | LS |
0.06 | 0096 | $879368.160000 | $-50,123.99 | ||||||
0335-3-0A |
STEEL, STRUCTURAL | LS |
0.20 | 0097 | $52598.130000 | $-10,519.63 | ||||||
0335-2-0A |
STAY IN PL FORMS | lsp |
0.20 | 0097 | $52598.130000 | $-10,519.63 | ||||||
0335-1-0A |
STEEL, STRUCTURAL | L S |
0.20 | 0097 | $879368.160000 | $-167,079.95 | ||||||
0335-3-0A |
STEEL, STRUCTURAL | LS |
0.40 | 0098 | $52598.130000 | $-21,039.25 | ||||||
0335-2-0A |
STAY IN PL FORMS | lsp |
0.40 | 0098 | $52598.130000 | $-21,039.25 | ||||||
0335-1-0A |
STEEL, STRUCTURAL | L S |
0.40 | 0098 | $879368.160000 | $-334,159.90 | ||||||
0335-2-0A |
STAY IN PL FORMS | lsp |
0.30 | 0099 | $52598.130000 | $-15,779.44 | ||||||
0335-3-0A |
STEEL, STRUCTURAL | LS |
0.30 | 0099 | $52598.130000 | $-15,779.44 | ||||||
0335-1-0A |
STEEL, STRUCTURAL | L S |
0.30 | 0099 | $879368.160000 | $-250,619.92 | ||||||
0335-3-0A |
STEEL, STRUCTURAL | LS |
0.04 | 0100 | $52598.130000 | $-2,103.93 | ||||||
0335-2-0A |
STAY IN PL FORMS | lsp |
0.04 | 0100 | $52598.130000 | $-2,103.93 | ||||||
0335-1-0A |
STEEL, STRUCTURAL | L S |
0.04 | 0100 | $879368.160000 | $-33,415.99 | ||||||
0255-1-0A |
STL REINEXCO 615GR60 | LB |
9,889.21 | 0110 | $0.594730 | $-5,587.35 | ||||||
0255-1-0A |
STL REINEXCO 615GR60 | LB |
291.75 | 0113 | $0.594730 | $-164.84 | ||||||
0260-20C |
STEEL, STRUCTURAL | LB |
0.00 | 0106 | $44.200830 | $-16,246.90 | ||||||
0260-30C |
STEEL, STRUCTURAL | LB |
0.00 | 0106 | $42.447995 | $-78,054.22 | ||||||
0335-10C |
STEEL, STRUCTURAL | L S |
0.00 | 0106 | $835399.750000 | $-50,123.99 | ||||||
0335-20C |
STAY IN PL FORMS | lsp |
0.00 | 0106 | $52598.130000 | $-3,155.88 | ||||||
0335-30C |
STEEL, STRUCTURAL | LS |
0.00 | 0106 | $52598.130000 | $-3,155.88 | ||||||
| SUBTOT | $232,021.17 |
|||||||||||