|
Report_Id: 181026 Est NO 0017 |
Date:07/11/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181026 | Estimate Number | 0017 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08300) Jones, James E. | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 06/04/2019 TO 06/17/2019 | ||||||
| Date Approved | 07/01/2019 | ||||||
| Primary Proj Number | DE07400921826 | ||||||
| Project No. | STP 5147(022), STP 5147(023), STP 5147(023) | ||||||
| Primary County | MCCREARY | ||||||
| Name of Road | PINE KNOT-WILLIAMSBURG ROAD(KY-92) | ||||||
| Description | RECONSTRUCT KY-92 FROM 1450 FT. WEST OF KY-592 TO 350 FT. EA ST OF THE WHITLEY-MCCREARY COUNTY LINE | ||||||
| Date Let | 08/24/2018 | Formal Acceptance | |||||
| Date Awarded | 08/31/2018 | Date Work Began | 10/03/2018 | ||||
| Date Contract Executed | 09/26/2018 | Open To Traffic | |||||
| Date NTP Issued | 09/26/2018 | Actual Completion Date | |||||
| Current Contract Amount | $39,249,898.57 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $39,238,153.00 |
Total Earnings | $7,658,310.48 |
$7,249,135.56 |
$409,174.92 |
|
| Percent Complete | 25.07 |
Stockpiled Materials | $2,181,828.66 |
$2,130,685.92 |
$51,142.74 |
|
| Funds Available | $29,409,759.43 |
Gross Earnings | $9,840,139.14 |
$9,379,821.48 |
$460,317.66 |
|
| Total Change Orders | $11,745.57 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,840,139.14 |
$9,379,821.48 |
$460,317.66 |
|||
| Contract Id | 181026 | Change Order Summary |
County | MCCREARY | ||||||
| Estimate Nbr | 0017 | Project Number | STP 5147(022), STP 5147(023), STP 5147(023) | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 06/04/2019 TO 06/17/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cost plus (Pond Muck removal) | Approved | 04/11/2019 | $11,745.57 | 1.0 | |||||
| 002 | Non Spec Material Override | Approved | 03/08/2019 | $0.00 | 0.0 | |||||
| 003 | Mechanical Couplers | Pending | 0 | $34,776.00 | 1.0 | |||||
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 | 181026 | COMMONWEALTH OF KENTUCKY |
County | MCCREARY | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE07400921826 | ||||||
| Estimate Nbr | 0017 | Period | 06/04/2019 TO 06/17/2019 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | DE07400921826 | Fed/State Project Number | STP 5147(022) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | CRUSHED STONE BASE | 00003 | TON | 5,690.00 | 5,690.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 5,000.00 | 5,000.000 | 352.290 | 352.290 | 23.00 | 8,102.67 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 28.00 | 28.000 | 0.000 | 0.000 | 89.75 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 1,030.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,269.00 | 1,269.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,374.00 | 1,374.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 226.00 | 226.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 785.00 | 0.00 | |||
| Project | DE07400921826 | Fed/State Project Number | STP 5147(022) | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 55.00 | 55.000 | 0.000 | 0.000 | 66.20 | 0.00 | |||
| 0050 | PERFORATED PIPE-4 IN | 01000 | LF | 7,310.00 | 7,310.000 | 0.000 | 0.000 | 8.60 | 0.00 | |||
| 0055 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 3,447.00 | 3,447.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 0060 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 0065 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 439.00 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 522.00 | 0.00 | |||
| 0075 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 467.00 | 0.00 | |||
| 0080 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0085 | BARRICADE-TYPE III | 02014 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0090 | REMOVE PAVEMENT | 02091 | SQYD | 1,303.00 | 1,303.000 | 0.000 | 0.000 | 2.65 | 0.00 | |||
| 0095 | TEMP DITCH | 02159 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0100 | ROADWAY EXCAVATION | 02200 | CUYD | 3,111,998.00 | 3,111,998.000 | 65,800.000 | 1,095,092.200 | 1,160,892.200 | 3.34 | 219,772.00 | 3,877,379.94 | |
| 0105 | WATER | 02242 | MGAL | 11.00 | 11.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0110 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 17.90 | 0.00 | |||
| 0115 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0125 | SEPTIC TANK TREATMENT | 02404 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,203.00 | 0.00 | |||
| 0130 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 168.00 | 168.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0135 | WITNESS POST | 02432 | EACH | 158.00 | 158.000 | 0.000 | 0.000 | 91.00 | 0.00 | |||
| 0140 | PLUG WATER WELL | 02475 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 0145 | CHANNEL LINING CLASS II | 02483 | TON | 5,297.00 | 5,297.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS III | 02484 | TON | 10,350.00 | 10,350.000 | 1,456.580 | 1,456.580 | 30.60 | 44,571.34 | |||
| 0155 | CLEARING AND GRUBBING 248 ACRES | 02545 | LS | 1.00 | 1.000 | 0.342 | 0.342 | 462,705.00 | 158,245.11 | |||
| 0160 | CONCRETE-CLASS B | 02555 | CUYD | 185.00 | 185.000 | 7.000 | 7.000 | 169.00 | 1,183.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 504.00 | 504.000 | 201.000 | 201.000 | 12.00 | 2,412.00 | |||
| 0170 | EDGE KEY | 02585 | LF | 37.00 | 37.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0175 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 130,168.00 | 130,168.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0180 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 78,360.00 | 78,360.000 | 1,160.950 | 1,160.950 | 1.20 | 1,393.14 | |||
| 0185 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 10,826.00 | 10,826.000 | 1,532.700 | 1,532.700 | 2.00 | 3,065.40 | |||
| 0190 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0195 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,159.00 | 0.00 | |||
| 0200 | TEMP SILT FENCE | 02701 | LF | 10,755.00 | 10,755.000 | 6,425.000 | 6,425.000 | 2.50 | 16,062.50 | |||
| 0205 | SILT TRAP TYPE A | 02703 | EACH | 228.00 | 228.000 | 8.000 | 8.000 | 0.01 | 0.08 | |||
| 0210 | SILT TRAP TYPE B | 02704 | EACH | 228.00 | 228.000 | 1.000 | 12.000 | 13.000 | 0.01 | 0.01 | 0.13 | |
| 0215 | SILT TRAP TYPE C | 02705 | EACH | 228.00 | 228.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 228.00 | 228.000 | 1.000 | 1.000 | 0.01 | 0.01 | |||
| 0225 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 228.00 | 228.000 | 2.000 | 2.000 | 0.01 | 0.02 | |||
| 0230 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 228.00 | 228.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0235 | SEDIMENTATION BASIN | 02711 | CUYD | 7,992.00 | 7,992.000 | 1,466.700 | 6,251.800 | 7,718.500 | 1.60 | 2,346.72 | 12,349.60 | |
| 0240 | STEEL PIPE-2 1/2 IN | 03340 | LF | 73.50 | 73.500 | 0.000 | 0.000 | 50.50 | 0.00 | |||
| 0245 | STEEL PIPE-4 IN | 03343 | LF | 73.50 | 73.500 | 0.000 | 0.000 | 58.65 | 0.00 | |||
| 0250 | EROSION CONTROL BLANKET | 05950 | SQYD | 17,533.00 | 17,533.000 | 370.889 | 47,964.776 | 48,335.665 | 1.05 | 389.43 | 50,752.44 | |
| 0255 | TEMP MULCH | 05952 | SQYD | 734,924.00 | 734,924.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 551,193.00 | 551,193.000 | 305,662.678 | 305,662.678 | 0.14 | 42,792.77 | |||
| 0265 | INITIAL FERTILIZER | 05963 | TON | 34.00 | 34.000 | 0.000 | 0.000 | 680.00 | 0.00 | |||
| 0270 | 20-10-10 FERTILIZER | 05964 | TON | 57.00 | 57.000 | 0.000 | 0.000 | 845.00 | 0.00 | |||
| 0275 | SEEDING AND PROTECTION | 05985 | SQYD | 1,102,386.00 | 1,102,386.000 | 30,218.116 | 30,218.116 | 0.31 | 9,367.61 | |||
| 0280 | AGRICULTURAL LIMESTONE | 05992 | TON | 683.00 | 683.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0285 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,380.00 | 5,380.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0290 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 9,908.00 | 9,908.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0295 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0300 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,148.00 | 1,148.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0305 | CONCRETE-CLASS A | 08100 | CUYD | 9.30 | 9.300 | 0.000 | 0.000 | 1,736.00 | 0.00 | |||
| 0310 | SPECIAL SEEDING GRASS SWALES | 22768ED | SQYD | 230.00 | 230.000 | 51.110 | 508.600 | 559.710 | 10.00 | 511.10 | 5,597.10 | |
| 0320 | FUEL ADJUSTMENT | 10020NS | DOLL | 539,328.00 | 539,328.000 | -33,578.970 | -33,578.970 | 1.00 | -33,578.97 | |||
| 0325 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,009.00 | 2,009.000 | 51.110 | 791.250 | 842.360 | 4.95 | 252.99 | 4,169.68 | |
| 0330 | PIPELINE INSPECTION | 24814EC | LF | 4,948.00 | 4,948.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0660 | MAINTAIN & CONTROL TRAFFIC (MCCREARY 8-261.3) (REVISED: 8-22-18) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 78,605.00 | 0.00 | |||
| 0665 | STAKING (MCCREARY 8-261.3) (REVISED: 8-22-18) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 39,000.00 | 0.00 | |||
| 8000 | COST PLUS WORK COST PLUS (POND MUCK REMOVAL) 418+00 RT | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 11,745.57 | 11,745.57 | |||
| Project | DE07400921826 | Fed/State Project Number | STP 5147(022) | Category | 0003 DRAINAGE | |||||||
| 0335 | ENTRANCE PIPE-15 IN | 00440 | LF | 113.00 | 113.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0340 | ENTRANCE PIPE-18 IN | 00441 | LF | 316.00 | 316.000 | 66.000 | 66.000 | 47.80 | 3,154.80 | |||
| 0345 | ENTRANCE PIPE-24 IN | 00443 | LF | 276.00 | 276.000 | 0.000 | 0.000 | 61.50 | 0.00 | |||
| 0350 | ENTRANCE PIPE-30 IN | 00445 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 70.90 | 0.00 | |||
| 0355 | CULVERT PIPE-18 IN | 00462 | LF | 1,316.00 | 1,316.000 | 369.000 | 369.000 | 57.00 | 21,033.00 | |||
| 0360 | CULVERT PIPE-24 IN | 00464 | LF | 621.00 | 621.000 | 0.000 | 0.000 | 62.85 | 0.00 | |||
| 0365 | CULVERT PIPE-30 IN | 00466 | LF | 950.00 | 950.000 | 0.000 | 0.000 | 77.70 | 0.00 | |||
| 0370 | CULVERT PIPE-36 IN | 00468 | LF | 450.00 | 450.000 | 0.000 | 0.000 | 107.00 | 0.00 | |||
| 0375 | CULVERT PIPE-42 IN | 00469 | LF | 158.00 | 158.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
| 0380 | CULVERT PIPE-54 IN | 00471 | LF | 1,083.00 | 1,083.000 | 709.000 | 709.000 | 213.50 | 151,371.50 | |||
| 0385 | CULVERT PIPE-60 IN | 00472 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 226.50 | 0.00 | |||
| 0390 | CULVERT PIPE-66 IN | 00473 | LF | 101.00 | 101.000 | 0.000 | 0.000 | 321.00 | 0.00 | |||
| 0395 | CULVERT PIPE-72 IN | 00474 | LF | 121.00 | 121.000 | 0.000 | 0.000 | 268.00 | 0.00 | |||
| 0400 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 18.00 | 18.000 | 2.000 | 2.000 | 1,302.00 | 2,604.00 | |||
| 0405 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,409.00 | 0.00 | |||
| 0410 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,578.00 | 0.00 | |||
| 0415 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,793.00 | 0.00 | |||
| 0420 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,293.00 | 0.00 | |||
| 0425 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,210.00 | 0.00 | |||
| 0430 | PIPE CULVERT HEADWALL-66 IN | 01222 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| 0435 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,185.00 | 4,370.00 | 4,370.00 | |
| 0440 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,860.00 | 0.00 | |||
| 0445 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,078.00 | 0.00 | |||
| 0450 | PVC PIPE-10 IN | 03389 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
| 0455 | TEMPORARY PIPE (REVISED: 8-22-18) | 20166ES810 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0460 | PIPE CULVERT HEADWALL-72 IN | 24025EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,940.00 | 0.00 | |||
| 0465 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 6,185.00 | 12,370.00 | |||
| Project | DE07400921826 | Fed/State Project Number | STP 5147(022) | Category | 0004 BRIDGE-CULVERT--STA 99+30 | |||||||
| 0470 | CONCRETE-CLASS A | 08100 | CUYD | 145.00 | 145.000 | 145.000 | 145.000 | 591.00 | 85,695.00 | |||
| 0475 | STEEL REINFORCEMENT | 08150 | LB | 13,095.00 | 13,095.000 | 13,095.000 | 13,095.000 | 1.00 | 13,095.00 | |||
| 0480 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,500.00 | 2,750.00 | |||
| 0485 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 33.00 | 33.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 8002 | NON-SPEC MATERIAL Concrete Aggregare 57's | 10070NS | DOLL | 0.00 | 0.001 | -1,342.790 | -1,342.790 | 1.00 | -1,342.79 | |||
| Project | DE07400921826 | Fed/State Project Number | STP 5147(022) | Category | 0005 BRIDGE-STA 389+65 | |||||||
| 0490 | CONCRETE-CLASS A | 08100 | CUYD | 266.70 | 266.700 | 0.000 | 0.000 | 785.00 | 0.00 | |||
| 0495 | CONCRETE-CLASS AA | 08104 | CUYD | 489.70 | 489.700 | 0.000 | 0.000 | 660.00 | 0.00 | |||
| 0500 | STEEL REINFORCEMENT | 08150 | LB | 43,785.00 | 43,785.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0505 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 163,421.00 | 163,421.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0510 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 473.00 | 473.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0515 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 408.00 | 408.000 | 0.000 | 0.000 | 45.50 | 0.00 | |||
| 0520 | MASONRY COATING | 02998 | SQYD | 766.00 | 766.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0525 | PILES-STEEL HP12X53 | 08046 | LF | 822.00 | 822.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0530 | PRE-DRILLING FOR PILES | 08039 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 264.50 | 0.00 | |||
| 0535 | PILE POINTS-12 IN | 08094 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0540 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 125.40 | 125.400 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0545 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,396.70 | 1,396.700 | 0.000 | 0.000 | 299.00 | 0.00 | |||
| 0550 | RAIL SYSTEM TYPE III | 21532ED | LF | 568.00 | 568.000 | 0.000 | 0.000 | 121.00 | 0.00 | |||
| 0555 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 141.00 | 141.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0560 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 312.00 | 312.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| Project | DE07400921826 | Fed/State Project Number | STP 5147(022) | Category | 0006 BRIDGE- STA 336+50 | |||||||
| 0565 | CONCRETE-CLASS A | 08100 | CUYD | 368.00 | 368.000 | 0.000 | 0.000 | 829.00 | 0.00 | |||
| 0570 | CONCRETE-CLASS AA | 08104 | CUYD | 763.00 | 763.000 | 0.000 | 0.000 | 661.00 | 0.00 | |||
| 0575 | STEEL REINFORCEMENT | 08150 | LB | 49,751.00 | 49,751.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0580 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 262,980.00 | 262,980.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0585 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 32.40 | 0.00 | |||
| 0590 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 326.00 | 326.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0595 | MASONRY COATING | 02998 | SQYD | 1,165.00 | 1,165.000 | 0.000 | 0.000 | 9.70 | 0.00 | |||
| 0600 | PILES-STEEL HP12X53 | 08046 | LF | 1,444.00 | 1,444.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0605 | TEST PILES | 08033 | LF | 149.00 | 149.000 | 0.000 | 0.000 | 47.20 | 0.00 | |||
| 0610 | PILE POINTS-12 IN (REVISED: 8-22-18) | 08094 | EACH | 102.00 | 102.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0615 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 59.50 | 0.00 | |||
| 0620 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,394.00 | 2,394.000 | 0.000 | 0.000 | 284.00 | 0.00 | |||
| 0625 | RAIL SYSTEM TYPE III | 21532ED | LF | 966.00 | 966.000 | 0.000 | 0.000 | 119.00 | 0.00 | |||
| 0630 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 326.00 | 326.000 | 0.000 | 0.000 | 16.90 | 0.00 | |||
| 0635 | APPROACH SLAB | 08500 | SQYD | 266.00 | 266.000 | 0.000 | 0.000 | 219.00 | 0.00 | |||
| 0640 | STRUCTURAL STEEL 125 LB | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 633.00 | 0.00 | |||
| Project | DE07400921826 | Fed/State Project Number | STP 5147(022) | Category | 0007 TRAINEE | |||||||
| 0655 | TRAINEE PAYMENT REIMBURSEMENT (1-GROUP 2, 3 OR 4 OPERATOR) | 02742 | HOUR | 1,400.00 | 1,400.000 | 91.000 | 487.500 | 578.500 | 1.00 | 91.00 | 578.50 | |
| Project | DE07400921826 | Fed/State Project Number | STP 5147(022) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0645 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 432,308.33 | 432,308.33 | |||
| 0650 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 187,133.34 | 0.00 | |||
| SUBTOT | $227,733.25 |
$4,953,598.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0545-1-0I |
I BEAM, TYPE 4 | LF |
1,396.70 | 0003 | $193.892660 | $270,809.88 | ||||||
0620-1-0I |
I BEAM, TYPE 4 | FT |
2,394.00 | 0004 | $190.762290 | $456,684.90 | ||||||
0525-1-0I |
PILES | LF |
822.00 | 0010 | $23.920000 | $19,662.24 | ||||||
0535-1-0I |
PILE POINTS | EACH |
39.00 | 0010 | $75.000000 | $2,925.00 | ||||||
0600-1-1I |
PILES | LF |
540.00 | 0010 | $23.920000 | $34,540.48 | ||||||
0600-1-0I |
PILES | LF |
1,444.00 | 0010 | $23.920000 | $34,540.48 | ||||||
0605-1-0I |
PILES | LF |
149.00 | 0010 | $23.920000 | $3,564.08 | ||||||
0610-1-0I |
PILE POINTS | EACH |
102.00 | 0010 | $75.000000 | $7,650.00 | ||||||
| SUBTOT | $830,377.06 |
|||||||||||
| Project | DE07400921827 | Fed/State Project Number | STP 5147(023) | Category | 0001 PAVING | |||||||
| 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 | |
| 1525 | CRUSHED STONE BASE | 00003 | TON | 981.00 | 981.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 1530 | ASPHALT SEAL AGGREGATE | 00100 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 89.75 | 0.00 | |||
| 1535 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,030.00 | 0.00 | |||
| 1540 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 124.00 | 124.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 1545 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 116.00 | 116.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1550 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 109.00 | 109.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 1555 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 785.00 | 0.00 | |||
| Project | DE07400921827 | Fed/State Project Number | STP 5147(023) | Category | 0002 ROADWAY | |||||||
| 1560 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1565 | ROADWAY EXCAVATION | 02200 | CUYD | 23,654.00 | 23,654.000 | 0.000 | 0.000 | 3.34 | 0.00 | |||
| 1570 | WATER | 02242 | MGAL | 5.00 | 5.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1575 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 212.50 | 212.500 | 0.000 | 0.000 | 17.90 | 0.00 | |||
| 1580 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 1585 | CLEARING AND GRUBBING (APPROX. 8 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.375 | 0.375 | 17,520.00 | 6,570.00 | |||
| 1590 | TEMPORARY SIGNS | 02562 | SQFT | 36.00 | 36.000 | 16.000 | 16.000 | 12.00 | 192.00 | |||
| 1595 | EDGE KEY | 02585 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1600 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,238.00 | 2,238.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 1605 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 93.00 | 93.000 | 275.000 | 275.000 | 2.00 | 550.00 | |||
| 1610 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1615 | TEMP SILT FENCE | 02701 | LF | 400.00 | 400.000 | 2,750.000 | 2,750.000 | 2.50 | 6,875.00 | |||
| 1620 | SILT TRAP TYPE A | 02703 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1625 | SILT TRAP TYPE B | 02704 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 0.01 | 0.01 | |||
| 1630 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1635 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1640 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1645 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1650 | EROSION CONTROL BLANKET | 05950 | SQYD | 203.00 | 203.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 1655 | TEMP MULCH | 05952 | SQYD | 47,044.00 | 47,044.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 1660 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 23,522.00 | 23,522.000 | 3,871.000 | 3,871.000 | 0.14 | 541.94 | |||
| 1665 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 680.00 | 0.00 | |||
| 1670 | 20-10-10 FERTILIZER | 05964 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 845.00 | 0.00 | |||
| 1675 | SEEDING AND PROTECTION | 05985 | SQYD | 48,644.00 | 48,644.000 | 3,347.220 | 3,347.220 | 0.31 | 1,037.63 | |||
| 1680 | AGRICULTURAL LIMESTONE | 05992 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1685 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,715.00 | 1,715.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 1690 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,715.00 | 1,715.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1695 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1700 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 4,568.00 | 4,568.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1705 | CONCRETE-CLASS A | 08100 | CUYD | 1.13 | 1.130 | 0.000 | 0.000 | 1,736.00 | 0.00 | |||
| 1710 | FUEL ADJUSTMENT | 10020NS | DOLL | 19,242.00 | 19,242.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1715 | PIPELINE INSPECTION | 24814EC | LF | 60.00 | 60.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1740 | MAINTAIN & CONTROL TRAFFIC (MCCREARY 11-184.1) (REVISED: 8-22-18) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 1745 | STAKING (MCCREARY 11-184.1) (REVISED: 8-22-18) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,315.00 | 0.00 | |||
| Project | DE07400921827 | Fed/State Project Number | STP 5147(023) | Category | 0003 DRAINAGE | |||||||
| 1720 | CULVERT PIPE-18 IN | 00462 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 1725 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,302.00 | 0.00 | |||
| Project | DE07400921827 | Fed/State Project Number | STP 5147(023) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1730 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 432,308.34 | 432,308.34 | |||
| 1735 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 187,133.33 | 0.00 | |||
| SUBTOT | $0.00 |
$5,401,673.44 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE11800921826 | Fed/State Project Number | STP 5147(023) | Category | 0001 PAVING | |||||||
| 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 | |
| 0670 | CRUSHED STONE BASE | 00003 | TON | 55,746.00 | 55,746.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0675 | TRAFFIC BOUND BASE | 00020 | TON | 5,000.00 | 5,000.000 | 273.330 | 595.470 | 868.800 | 23.00 | 6,286.59 | 19,982.40 | |
| 0680 | ASPHALT SEAL AGGREGATE | 00100 | TON | 680.00 | 680.000 | 0.000 | 0.000 | 89.75 | 0.00 | |||
| 0685 | ASPHALT SEAL COAT | 00103 | TON | 90.00 | 90.000 | 0.000 | 0.000 | 1,030.00 | 0.00 | |||
| 0690 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,859.00 | 9,859.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0695 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 9,138.00 | 9,138.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0700 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 128.00 | 128.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0705 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 26.00 | 26.000 | 0.000 | 0.000 | 785.00 | 0.00 | |||
| Project | DE11800921826 | Fed/State Project Number | STP 5147(023) | Category | 0002 ROADWAY | |||||||
| 0710 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 66.20 | 0.00 | |||
| 0715 | PERFORATED PIPE-4 IN | 01000 | LF | 3,486.00 | 3,486.000 | 0.000 | 0.000 | 8.60 | 0.00 | |||
| 0720 | PERFORATED PIPE-8 IN | 01002 | LF | 2,127.00 | 2,127.000 | 0.000 | 0.000 | 12.25 | 0.00 | |||
| 0725 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,697.00 | 1,697.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 0730 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 264.00 | 264.000 | 0.000 | 0.000 | 11.10 | 0.00 | |||
| 0735 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 0740 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 439.00 | 0.00 | |||
| 0745 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 522.00 | 0.00 | |||
| 0750 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 467.00 | 0.00 | |||
| 0755 | PERF PIPE HEADWALL TY 4-8 IN | 01034 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 467.00 | 0.00 | |||
| 0760 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 0765 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 261.25 | 261.250 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0770 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 500.00 | 500.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0775 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 127.00 | 127.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0780 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0785 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0790 | REMOVE PAVEMENT | 02091 | SQYD | 7,829.00 | 7,829.000 | 0.000 | 0.000 | 2.65 | 0.00 | |||
| 0795 | TEMP DITCH | 02159 | LF | 10,019.00 | 10,019.000 | 230.000 | 230.000 | 0.01 | 2.30 | |||
| 0800 | ROADWAY EXCAVATION | 02200 | CUYD | 1,541,598.00 | 1,541,598.000 | 51,822.000 | 285,606.000 | 337,428.000 | 3.34 | 173,085.48 | 1,127,009.52 | |
| 0805 | WATER | 02242 | MGAL | 95.00 | 95.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0810 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 7,987.50 | 7,987.500 | 0.000 | 0.000 | 17.90 | 0.00 | |||
| 0815 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0820 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0825 | REMOVE GUARDRAIL | 02381 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0830 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0835 | SEPTIC TANK TREATMENT | 02404 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,203.00 | 0.00 | |||
| 0840 | RIGHT-OF-WAY MONUMENT TYPE 1 (REVISED: 8-22-18) | 02429 | EACH | 145.00 | 145.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0845 | WITNESS POST | 02432 | EACH | 135.00 | 135.000 | 0.000 | 0.000 | 91.00 | 0.00 | |||
| 0850 | PLUG WATER WELL | 02475 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 0855 | CHANNEL LINING CLASS II | 02483 | TON | 1,513.00 | 1,513.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0860 | CHANNEL LINING CLASS III | 02484 | TON | 9,321.00 | 9,321.000 | 4,215.980 | 4,215.980 | 30.60 | 129,008.98 | |||
| 0865 | CLEARING AND GRUBBING APPROX. 154 ACRES | 02545 | LS | 1.00 | 1.000 | 0.328 | 0.328 | 233,415.00 | 76,560.12 | |||
| 0870 | CONCRETE-CLASS B | 02555 | CUYD | 222.00 | 222.000 | 0.000 | 0.000 | 169.00 | 0.00 | |||
| 0875 | TEMPORARY SIGNS | 02562 | SQFT | 1,406.00 | 1,406.000 | 132.500 | 132.500 | 12.00 | 1,590.00 | |||
| 0880 | EDGE KEY | 02585 | LF | 122.00 | 122.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0885 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 144,463.00 | 144,463.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0890 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 7,133.00 | 7,133.000 | 1,492.310 | 1,492.310 | 2.00 | 2,984.62 | |||
| 0895 | DIVERSIONS (BY-PASS DETOURS) DIVERSION #1 - CAMPBELL RD | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,150.00 | 0.00 | |||
| 0900 | DIVERSIONS (BY-PASS DETOURS) DIVERSION #2 - JELLICO CREEK CHURCH RD | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,980.00 | 0.00 | |||
| 0905 | DIVERSIONS (BY-PASS DETOURS) DIVERSION #3 - FRONTAGE RD | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,320.00 | 0.00 | |||
| 0910 | DIVERSIONS (BY-PASS DETOURS) DIVERSION #4 - TEMP KY 92 CONNECTOR | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 665.00 | 0.00 | |||
| 0915 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0920 | SETTLEMENT PLATFORM | 02692 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,159.00 | 2,159.00 | |||
| 0925 | TEMP SILT FENCE | 02701 | LF | 9,619.00 | 9,619.000 | 8,711.000 | 8,711.000 | 2.50 | 21,777.50 | |||
| 0930 | SILT TRAP TYPE A | 02703 | EACH | 155.00 | 155.000 | 4.000 | 4.000 | 0.01 | 0.04 | |||
| 0935 | SILT TRAP TYPE B | 02704 | EACH | 155.00 | 155.000 | 29.000 | 29.000 | 0.01 | 0.29 | |||
| 0940 | SILT TRAP TYPE C | 02705 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0945 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 155.00 | 155.000 | 2.000 | 2.000 | 0.01 | 0.02 | |||
| 0950 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 155.00 | 155.000 | 5.000 | 5.000 | 0.01 | 0.05 | |||
| 0955 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0960 | REMOVE STRUCTURE KY 92 OVER PLEASANT RUN CR. 150+60 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0965 | REMOVE STRUCTURE KY 92 OVER PLEASANT RUN CR. 217+50 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 24,700.00 | 0.00 | |||
| 0970 | REMOVE STRUCTURE KY 92 OVER JELLICO CR. 294+50 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 67,500.00 | 0.00 | |||
| 0975 | REMOVE STRUCTURE 5 X 3 RCBC STA. 172+95 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0980 | REMOVE STRUCTURE 2.5 X 2.5 RCBC STA. 177+30 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0985 | REMOVE STRUCTURE 3 X 3 RCBC STA. 188+55 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0990 | REMOVE STRUCTURE 4 X 3 RCBC STA. 208+76 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0995 | REMOVE STRUCTURE 3 X 3 RCBC STA. 227+50 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 1000 | REMOVE STRUCTURE 2.5 X 2.5 RCBC STA. 230+30 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 1005 | REMOVE STRUCTURE 2.5 X 2.5 RCBC STA. 243+45 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 1010 | REMOVE STRUCTURE 3 X 3 RCBC STA. 107+15 FRONTAGE D | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 1015 | REMOVE STRUCTURE DBL 8 X 5 RCBC STA. 49+10 FRONT RD CONN | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 1020 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 1025 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 1030 | STEEL PIPE-2 1/2 IN | 03340 | LF | 89.25 | 89.250 | 0.000 | 0.000 | 50.50 | 0.00 | |||
| 1035 | STEEL PIPE-4 IN | 03343 | LF | 89.25 | 89.250 | 0.000 | 0.000 | 58.65 | 0.00 | |||
| 1040 | EROSION CONTROL BLANKET | 05950 | SQYD | 73,761.00 | 73,761.000 | 15,402.160 | 15,402.160 | 1.05 | 16,172.26 | |||
| 1045 | AGRICULTURAL LIMESTONE | 05992 | TON | 462.00 | 462.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1050 | TEMP MULCH | 05952 | SQYD | 736,036.00 | 736,036.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 1055 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 368,518.00 | 368,518.000 | 137,403.370 | 137,403.370 | 0.14 | 19,236.47 | |||
| 1060 | INITIAL FERTILIZER | 05963 | TON | 23.00 | 23.000 | 0.000 | 0.000 | 680.00 | 0.00 | |||
| 1065 | 20-10-10 FERTILIZER | 05964 | TON | 39.00 | 39.000 | 0.000 | 0.000 | 845.00 | 0.00 | |||
| 1070 | SEEDING AND PROTECTION | 05985 | SQYD | 761,036.00 | 761,036.000 | 5,681.080 | 5,681.080 | 0.31 | 1,761.13 | |||
| 1075 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 73,364.00 | 73,364.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 1080 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 73,364.00 | 73,364.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1085 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,522.00 | 2,522.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1090 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,522.00 | 2,522.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1095 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 1100 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 9,514.00 | 9,514.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1105 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1110 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 71.00 | 71.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1115 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 7,872.00 | 7,872.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 1120 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1125 | PNEUMATIC BACKSTOWING | 20667ED | TON | 72.00 | 72.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1130 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 71,568.00 | 71,568.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1135 | FUEL ADJUSTMENT | 10020NS | DOLL | 301,467.00 | 301,467.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1140 | PIPELINE INSPECTION | 24814EC | LF | 3,415.00 | 3,415.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1515 | MAINTAIN & CONTROL TRAFFIC (WHITLEY 11-184.1) (REVISED: 8-22-18) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 174,000.00 | 0.00 | |||
| 1520 | STAKING (WHITLEY 11-184.1) (REVISED: 8-22-18) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,100.00 | 0.00 | |||
| Project | DE11800921826 | Fed/State Project Number | STP 5147(023) | Category | 0003 DRAINAGE | |||||||
| 1145 | ENTRANCE PIPE-15 IN | 00440 | LF | 389.00 | 389.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 1150 | ENTRANCE PIPE-18 IN | 00441 | LF | 214.00 | 214.000 | 0.000 | 0.000 | 47.80 | 0.00 | |||
| 1155 | ENTRANCE PIPE-24 IN | 00443 | LF | 422.00 | 422.000 | 0.000 | 0.000 | 61.50 | 0.00 | |||
| 1160 | CULVERT PIPE-18 IN | 00462 | LF | 751.00 | 751.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 1165 | CULVERT PIPE-24 IN | 00464 | LF | 423.00 | 423.000 | 163.000 | 163.000 | 62.85 | 10,244.55 | |||
| 1170 | CULVERT PIPE-30 IN | 00466 | LF | 444.00 | 444.000 | 0.000 | 0.000 | 77.70 | 0.00 | |||
| 1175 | CULVERT PIPE-36 IN | 00468 | LF | 1,076.00 | 1,076.000 | 714.000 | 714.000 | 107.00 | 76,398.00 | |||
| 1180 | CULVERT PIPE-42 IN | 00469 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
| 1185 | CULVERT PIPE-48 IN | 00470 | LF | 521.00 | 521.000 | 100.000 | 100.000 | 151.00 | 15,100.00 | |||
| 1190 | CULVERT PIPE-54 IN | 00471 | LF | 123.00 | 123.000 | 0.000 | 0.000 | 213.50 | 0.00 | |||
| 1195 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 1,302.00 | 0.00 | |||
| 1200 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 2,026.00 | 4,052.00 | |||
| 1205 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,578.00 | 0.00 | |||
| 1210 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 1,793.00 | 8,965.00 | |||
| 1215 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,293.00 | 0.00 | |||
| 1220 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 8.00 | 8.000 | 1.000 | 1.000 | 2,565.00 | 2,565.00 | |||
| 1225 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,185.00 | 0.00 | |||
| 1230 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,950.00 | 0.00 | |||
| 1235 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,860.00 | 0.00 | |||
| 1240 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,078.00 | 0.00 | |||
| 1245 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,185.00 | 0.00 | |||
| 1505 | SAFELOADING (ADDED: 8-22-18) | 02690 | CUYD | 24.00 | 24.000 | 0.000 | 0.000 | 167.00 | 0.00 | |||
| 1510 | TEMPORARY PIPE (REVISED: 8-22-18) | 20166ES810 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| Project | DE11800921826 | Fed/State Project Number | STP 5147(023) | Category | 0004 BRIDGE- STA. 143+23 | |||||||
| 1250 | CONCRETE-CLASS A | 08100 | CUYD | 192.60 | 192.600 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1255 | CONCRETE-CLASS AA | 08104 | CUYD | 443.40 | 443.400 | 0.000 | 0.000 | 680.00 | 0.00 | |||
| 1260 | STEEL REINFORCEMENT | 08150 | LB | 28,829.00 | 28,829.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 1265 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 134,232.00 | 134,232.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 1270 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 82.00 | 82.000 | 0.000 | 0.000 | 657.00 | 0.00 | |||
| 1275 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 138.90 | 138.900 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1280 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 412.00 | 412.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1285 | MASONRY COATING | 02998 | SQYD | 1,112.00 | 1,112.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1290 | PILES-STEEL HP12X53 | 08046 | LF | 616.00 | 616.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1295 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1300 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 72.00 | 72.000 | 0.000 | 0.000 | 867.00 | 0.00 | |||
| 1305 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,235.10 | 1,235.100 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1310 | RAIL SYSTEM TYPE III | 21532ED | LF | 420.00 | 420.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1315 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 283.00 | 283.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1320 | SOUNDINGS | 21084ED | LF | 82.00 | 82.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1325 | ROCK CORINGS | 20746ED | LF | 132.00 | 132.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| Project | DE11800921826 | Fed/State Project Number | STP 5147(023) | Category | 0005 BRIDGE- STA. 217+92 | |||||||
| 1330 | CONCRETE-CLASS A | 08100 | CUYD | 249.50 | 249.500 | 150.700 | 150.700 | 700.00 | 105,490.00 | |||
| 1335 | CONCRETE-CLASS AA | 08104 | CUYD | 299.20 | 299.200 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 1340 | STEEL REINFORCEMENT | 08150 | LB | 33,642.00 | 33,642.000 | 24,202.360 | 24,202.360 | 1.10 | 26,622.59 | |||
| 1345 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 84,225.00 | 84,225.000 | 96.000 | 96.000 | 1.20 | 115.20 | |||
| 1350 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 119.00 | 119.000 | 79.540 | 79.540 | 30.00 | 2,386.20 | |||
| 1355 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 136.00 | 136.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1360 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 899.00 | 899.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1365 | MASONRY COATING | 02998 | SQYD | 869.00 | 869.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1370 | PILES-STEEL HP12X53 | 08046 | LF | 403.00 | 403.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1375 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1380 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 161.00 | 161.000 | 100.310 | 100.310 | 30.00 | 3,009.30 | |||
| 1385 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 802.10 | 802.100 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 1390 | RAIL SYSTEM TYPE III | 21532ED | LF | 330.00 | 330.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1395 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 196.00 | 196.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| Project | DE11800921826 | Fed/State Project Number | STP 5147(023) | Category | 0006 BRIDGE- STA. 290+95 | |||||||
| 1400 | CONCRETE-CLASS A | 08100 | CUYD | 1,856.70 | 1,856.700 | 0.000 | 0.000 | 605.00 | 0.00 | |||
| 1405 | CONCRETE-CLASS AA | 08104 | CUYD | 1,316.30 | 1,316.300 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1410 | STEEL REINFORCEMENT | 08150 | LB | 306,597.00 | 306,597.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 1415 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 373,108.00 | 373,108.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 1420 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,456.00 | 1,456.000 | 130.000 | 0.000 | 130.000 | 15.00 | 1,950.00 | 1,950.00 | |
| 1425 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 1,078.00 | 1,078.000 | 26.000 | 0.000 | 26.000 | 4.60 | 119.60 | 119.60 | |
| 1430 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,876.00 | 2,876.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1435 | MASONRY COATING | 02998 | SQYD | 1,902.00 | 1,902.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1440 | PILES-STEEL HP12X53 | 08046 | LF | 3,449.00 | 3,449.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1445 | PILE POINTS-12 IN | 08094 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1450 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1455 | PRECAST PC I BEAM-HN 72-49 | 24582EN | LF | 3,640.00 | 3,640.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1460 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,542.00 | 1,542.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 1465 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 505.00 | 505.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1470 | STRUCTURAL STEEL 1200 LB | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 8001 | MECHANICAL REINF COUPLER #11 Mechanical coupler #11 | 08136 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 120.75 | 0.00 | |||
| Project | DE11800921826 | Fed/State Project Number | STP 5147(023) | Category | 0007 BRIDGE-CULVERT- STA. 47+08.91 | |||||||
| 1475 | CONCRETE-CLASS A | 08100 | CUYD | 184.30 | 184.300 | 184.300 | 184.300 | 516.00 | 95,098.80 | |||
| 1480 | STEEL REINFORCEMENT | 08150 | LB | 26,325.00 | 26,325.000 | 26,325.000 | 26,325.000 | 1.00 | 26,325.00 | |||
| 1485 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,855.00 | 10,855.00 | |||
| 1490 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 965.00 | 965.000 | 659.000 | 659.000 | 10.30 | 6,787.70 | |||
| Project | DE11800921826 | Fed/State Project Number | STP 5147(023) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1495 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 432,308.33 | 432,308.33 | |||
| 1500 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 187,133.33 | 0.00 | |||
| SUBTOT | $181,441.67 |
$7,658,310.44 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1290-1-0I |
PILES | LF |
616.00 | 0007 | $23.341500 | $14,378.36 | ||||||
1305-1-0I |
I BEAM, TYPE 3 | LF |
1,235.10 | 0007 | $151.811180 | $187,501.99 | ||||||
1370-1-0I |
PILES | LF |
403.00 | 0007 | $23.341500 | $9,406.62 | ||||||
1385-1-0I |
I BEAM, TYPE 2 | LF |
802.10 | 0007 | $141.620000 | $113,590.30 | ||||||
1440-1-0I |
PILES | LF |
3,449.00 | 0007 | $23.341500 | $80,504.83 | ||||||
1455-1-0I |
I BEAM, TYPE 7 | LF |
3,640.00 | 0012 | $245.859000 | $894,926.76 | ||||||
1340-1-0I |
STEEL REINUN 615GR60 | LB |
73,847.00 | 0017 | $0.729000 | 51,142.74 | $51,142.74 | |||||
| SUBTOT | $1,351,451.60 |
|||||||||||