|
Report_Id: 241305 Est NO 0003 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241305 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06300) Johnson, Tyler A | ||||||
| Contractor | EATON ASPHALT PAVING CO INC | ADDR SN 0 VC Code KY0028332 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 06/01/2024 TO 06/14/2024 | ||||||
| Date Approved | 06/24/2024 | ||||||
| Primary Proj Number | DE05905362335 | ||||||
| Project No. | STP 8206 (007) | ||||||
| Primary County | KENTON | ||||||
| Name of Road | MOUNT ZION ROAD (KY 536) | ||||||
| Description | FROM KY 1303 TO WILLIAMSWOOD | ||||||
| Date Let | 02/22/2024 | Formal Acceptance | |||||
| Date Awarded | 03/05/2024 | Date Work Began | 04/29/2024 | ||||
| Date Contract Executed | 03/28/2024 | Open To Traffic | |||||
| Date NTP Issued | 03/28/2024 | Actual Completion Date | |||||
| Current Contract Amount | $30,750,724.98 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $30,750,724.98 |
Total Earnings | $653,032.12 |
$60,000.00 |
$593,032.12 |
|
| Percent Complete | 2.12 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $30,097,692.86 |
Gross Earnings | $653,032.12 |
$60,000.00 |
$593,032.12 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $653,032.12 |
$60,000.00 |
$593,032.12 |
|||
| Contract Id | 241305 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0003 | Project Number | STP 8206 (007) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC | Period | 06/01/2024 TO 06/14/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 241305 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05905362335 | ||||||
| Estimate Nbr | 0003 | Period | 06/01/2024 TO 06/14/2024 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC | |||||||||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | 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 | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 22,471.00 | 22,471.000 | 0.000 | 0.000 | 60.50 | 0.00 | |||
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 59,983.00 | 59,983.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0015 | LIME | 00014 | TON | 1,134.00 | 1,134.000 | 0.000 | 0.000 | 259.00 | 0.00 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 13,867.00 | 13,867.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0025 | TRAFFIC BOUND BASE | 00020 | TON | 345.00 | 345.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,250.00 | 2,250.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0035 | ASPHALT SEAL AGGREGATE | 00100 | TON | 33.00 | 33.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0040 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,210.00 | 0.00 | |||
| 0045 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,865.00 | 2,865.000 | 0.000 | 0.000 | 116.00 | 0.00 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 317.00 | 317.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0055 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 20,048.00 | 20,048.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,110.00 | 2,110.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0065 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,634.00 | 1,634.000 | 0.000 | 0.000 | 186.00 | 0.00 | |||
| 0070 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 64.00 | 64.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0075 | ASPHALT CURING SEAL | 00358 | TON | 108.00 | 108.000 | 0.000 | 0.000 | 879.00 | 0.00 | |||
| 0080 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 4,963.00 | 4,963.000 | 0.000 | 0.000 | 132.50 | 0.00 | |||
| 0085 | JPC PAVEMENT-12 IN | 02070 | SQYD | 996.00 | 996.000 | 0.000 | 0.000 | 139.50 | 0.00 | |||
| 0090 | JPC PAVEMENT-8 IN | 02084 | SQYD | 441.00 | 441.000 | 0.000 | 0.000 | 141.00 | 0.00 | |||
| 0095 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 547.00 | 547.000 | 0.000 | 0.000 | 146.00 | 0.00 | |||
| 0100 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 7,500.00 | 7,500.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0105 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 111.00 | 111.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0110 | SAND FOR BLOTTER | 02702 | TON | 300.00 | 300.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0115 | LONGITUDINAL EDGE KEY | 21289ED | LF | 6,075.00 | 6,075.000 | 0.000 | 0.000 | 5.40 | 0.00 | |||
| 0120 | STAMPED CONCRETE | 23379EC | SQYD | 996.00 | 996.000 | 0.000 | 0.000 | 57.25 | 0.00 | |||
| 0125 | LONGITUDINAL SAW CUT | 24969ED | LF | 9,345.00 | 9,345.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0002 ROADWAY | |||||||
| 0130 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,261.00 | 2,261.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0135 | ENTRANCE PIPE-18 IN | 00441 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 76.50 | 0.00 | |||
| 0140 | PERFORATED PIPE-4 IN | 01000 | LF | 21,911.00 | 21,911.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0145 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 325.00 | 325.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0150 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,900.00 | 0.00 | |||
| 0155 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 0160 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 0165 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0170 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0175 | STANDARD CURB AND GUTTER | 01810 | LF | 29,346.00 | 29,346.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0180 | ISLAND CURB AND GUTTER | 01825 | LF | 4,354.00 | 4,354.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0185 | STANDARD INTEGRAL CURB | 01830 | LF | 670.00 | 670.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0190 | ISLAND INTEGRAL CURB | 01845 | LF | 109.00 | 109.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0195 | STANDARD HEADER CURB | 01875 | LF | 484.00 | 484.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0200 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 830.00 | 830.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 0205 | STANDARD BARRIER MEDIAN TYPE 3 | 01919 | SQYD | 194.00 | 194.000 | 0.000 | 0.000 | 169.00 | 0.00 | |||
| 0210 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 108.00 | 108.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0215 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0220 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,240.00 | 0.00 | |||
| 0225 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0230 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0235 | REMOVE PAVEMENT | 02091 | SQYD | 3,783.00 | 3,783.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0240 | TEMP DITCH | 02159 | LF | 5,392.00 | 5,392.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0245 | CLEAN TEMP DITCH | 02160 | LF | 2,696.00 | 2,696.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0250 | ROADWAY EXCAVATION | 02200 | CUYD | 250,360.00 | 250,360.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0255 | WATER | 02242 | MGAL | 250.00 | 250.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0260 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 6,444.00 | 6,444.000 | 0.000 | 0.000 | 34.25 | 0.00 | |||
| 0265 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 132.50 | 0.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,240.00 | 0.00 | |||
| 0275 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,378.00 | 0.00 | |||
| 0280 | REMOVE GUARDRAIL | 02381 | LF | 4,112.00 | 4,112.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0285 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,346.00 | 0.00 | |||
| 0290 | TEMP GUARDRAIL | 02397 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0295 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 229.00 | 0.00 | |||
| 0300 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 229.00 | 0.00 | |||
| 0305 | WITNESS POST | 02432 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 211.50 | 0.00 | |||
| 0310 | CHANNEL LINING CLASS IA | 02482 | TON | 34.00 | 34.000 | 0.000 | 0.000 | 73.50 | 0.00 | |||
| 0315 | CHANNEL LINING CLASS II | 02483 | TON | 2,925.00 | 2,925.000 | 0.000 | 0.000 | 56.50 | 0.00 | |||
| 0320 | CHANNEL LINING CLASS III | 02484 | TON | 5,707.00 | 5,707.000 | 0.000 | 0.000 | 70.75 | 0.00 | |||
| 0325 | CLEARING AND GRUBBING -44 ACRES | 02545 | LS | 1.00 | 1.000 | 0.450 | 0.400 | 0.850 | 150,000.00 | 67,500.00 | 127,500.00 | |
| 0330 | TEMPORARY SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 232.000 | 0.000 | 232.000 | 5.25 | 1,218.00 | 1,218.00 | |
| 0335 | EDGE KEY | 02585 | LF | 229.00 | 229.000 | 0.000 | 0.000 | 22.75 | 0.00 | |||
| 0340 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 29,314.00 | 29,314.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0345 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.030 | 0.000 | 0.030 | 400,000.00 | 12,000.00 | 12,000.00 | |
| 0350 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0355 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0360 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,900.00 | 0.00 | |||
| 0365 | SAFELOADING | 02690 | CUYD | 534.40 | 534.400 | 0.000 | 0.000 | 246.00 | 0.00 | |||
| 0370 | TEMP SILT FENCE | 02701 | LF | 5,392.00 | 5,392.000 | 2,685.000 | 0.000 | 2,685.000 | 4.00 | 10,740.00 | 10,740.00 | |
| 0375 | SILT TRAP TYPE A | 02703 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| 0380 | SILT TRAP TYPE B | 02704 | EACH | 56.00 | 56.000 | 24.000 | 0.000 | 24.000 | 310.00 | 7,440.00 | 7,440.00 | |
| 0385 | SILT TRAP TYPE C | 02705 | EACH | 56.00 | 56.000 | 2.000 | 0.000 | 2.000 | 310.00 | 620.00 | 620.00 | |
| 0390 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0395 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0400 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0405 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,123.00 | 1,123.000 | 0.000 | 0.000 | 92.50 | 0.00 | |||
| 0410 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 300,000.00 | 75,000.00 | 75,000.00 | |
| 0415 | REMOVE STRUCTURE - CONCRETE SLAB BRIDGE 1 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,300.00 | 0.00 | |||
| 0420 | REMOVE STRUCTURE -CONCRETE SLAB BRIDGE 2 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,300.00 | 0.00 | |||
| 0425 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 203.00 | 0.00 | |||
| 0430 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,710.00 | 0.00 | |||
| 0435 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0440 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,165.00 | 11,165.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| 0445 | TEMP MULCH | 05952 | SQYD | 180,145.00 | 180,145.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0450 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 135,109.00 | 135,109.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0455 | INITIAL FERTILIZER | 05963 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,802.00 | 0.00 | |||
| 0460 | MAINTENANCE FERTILIZER | 05964 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 1,802.00 | 0.00 | |||
| 0465 | SEEDING AND PROTECTION | 05985 | SQYD | 154,057.00 | 154,057.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0470 | SODDING | 05990 | SQYD | 22,900.00 | 22,900.000 | 0.000 | 0.000 | 13.25 | 0.00 | |||
| 0475 | AGRICULTURAL LIMESTONE | 05992 | TON | 168.00 | 168.000 | 0.000 | 0.000 | 101.00 | 0.00 | |||
| 0480 | CONCRETE-CLASS A | 08100 | CUYD | 19.00 | 19.000 | 0.000 | 0.000 | 1,857.00 | 0.00 | |||
| 0485 | STEEL REINFORCEMENT | 08150 | LB | 1,112.00 | 1,112.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0490 | CRASH CUSHION TY VI CLASS B TL3 | 08902 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 38,160.00 | 0.00 | |||
| 0495 | FUEL ADJUSTMENT | 10020NS | DOLL | 158,850.00 | 158,850.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0500 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 123,512.00 | 123,512.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0505 | JOINT ADHESIVE | 20071EC | LF | 22,001.00 | 22,001.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0510 | TEMPORARY PIPE | 20166ES810 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 293.00 | 0.00 | |||
| 0515 | OBJECT MARKER TY 3 | 20191ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 132.50 | 0.00 | |||
| 0520 | TEMP CRASH CUSHION | 20738NS112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,360.00 | 0.00 | |||
| 0525 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 1,133.00 | 1,133.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0530 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 122.00 | 122.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0535 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 590.00 | 0.00 | |||
| 0540 | OBJECT MARKER TYPE 4 | 24805ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 632.00 | 0.00 | |||
| 0545 | PIPELINE INSPECTION | 24814EC | LF | 8,800.00 | 8,800.000 | 0.000 | 0.000 | 3.20 | 0.00 | |||
| 0550 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,074.00 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0003 DRAINAGE | |||||||
| 0555 | CULVERT PIPE-15 IN | 00461 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0560 | CULVERT PIPE-72 IN | 00474 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 653.00 | 0.00 | |||
| 0565 | STORM SEWER PIPE-15 IN | 00521 | LF | 4,948.00 | 4,948.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0570 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,791.00 | 2,791.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0575 | STORM SEWER PIPE-24 IN | 00524 | LF | 549.00 | 549.000 | 0.000 | 0.000 | 111.00 | 0.00 | |||
| 0580 | STORM SEWER PIPE-30 IN | 00526 | LF | 488.00 | 488.000 | 0.000 | 0.000 | 179.00 | 0.00 | |||
| 0585 | STORM SEWER PIPE-36 IN | 00528 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 198.00 | 0.00 | |||
| 0590 | STORM SEWER PIPE-42 IN | 00529 | LF | 154.00 | 154.000 | 0.000 | 0.000 | 218.00 | 0.00 | |||
| 0595 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,645.00 | 0.00 | |||
| 0600 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 2,681.00 | 0.00 | |||
| 0605 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,345.00 | 0.00 | |||
| 0610 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,141.00 | 0.00 | |||
| 0615 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,694.00 | 0.00 | |||
| 0620 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,060.00 | 0.00 | |||
| 0625 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,095.00 | 0.00 | |||
| 0630 | CURB BOX INLET TYPE A | 01456 | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 5,700.00 | 0.00 | |||
| 0635 | CURB BOX INLET TYPE A T | 01458 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,369.00 | 0.00 | |||
| 0640 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,340.00 | 0.00 | |||
| 0645 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,418.00 | 0.00 | |||
| 0650 | DROP BOX INLET TYPE 2 | 01493 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,050.00 | 0.00 | |||
| 0655 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,785.00 | 0.00 | |||
| 0660 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,051.00 | 0.00 | |||
| 0665 | DROP BOX INLET TYPE 13G | 01559 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 2,945.00 | 0.00 | |||
| 0670 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,823.00 | 0.00 | |||
| 0675 | MANHOLE TYPE A | 01756 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,947.00 | 0.00 | |||
| 0680 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,607.00 | 0.00 | |||
| 0685 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,616.00 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0004 BRIDGE - 28631 | |||||||
| 0690 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 340.00 | 340.000 | 0.000 | 0.000 | 95.50 | 0.00 | |||
| 0695 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 164.30 | 164.300 | 0.000 | 0.000 | 1,961.00 | 0.00 | |||
| 0700 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 81.80 | 81.800 | 0.000 | 0.000 | 100.75 | 0.00 | |||
| 0705 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 79,500.00 | 0.00 | |||
| 0710 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 887.00 | 887.000 | 329.240 | 0.000 | 329.240 | 79.50 | 26,174.58 | 26,174.58 | |
| 0715 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 473.00 | 473.000 | 0.000 | 0.000 | 63.50 | 0.00 | |||
| 0720 | TEST PILES | 08033 | LF | 57.00 | 57.000 | 0.000 | 0.000 | 371.00 | 0.00 | |||
| 0725 | PILES-STEEL HP14X89 | 08051 | LF | 269.00 | 269.000 | 0.000 | 0.000 | 185.50 | 0.00 | |||
| 0730 | PILE POINTS-14 IN | 08095 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 238.50 | 0.00 | |||
| 0735 | CONCRETE-CLASS A | 08100 | CUYD | 274.10 | 274.100 | 0.000 | 0.000 | 1,638.00 | 0.00 | |||
| 0740 | CONCRETE-CLASS AA | 08104 | CUYD | 820.30 | 820.300 | 0.000 | 0.000 | 1,399.00 | 0.00 | |||
| 0745 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 1,734.00 | 1,734.000 | 0.000 | 0.000 | 69.00 | 0.00 | |||
| 0750 | STEEL REINFORCEMENT | 08150 | LB | 50,869.00 | 50,869.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0755 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 243,106.00 | 243,106.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0760 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 2,578.00 | 2,578.000 | 0.000 | 0.000 | 546.00 | 0.00 | |||
| 0765 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | LF | 870.90 | 870.900 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 0770 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 54.00 | 54.000 | 0.000 | 0.000 | 2,650.00 | 0.00 | |||
| 0775 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 60.00 | 60.000 | 0.000 | 0.000 | 1,961.00 | 0.00 | |||
| 0780 | ROCK SOUNDINGS | 20745ED | LF | 42.00 | 42.000 | 72.400 | 0.000 | 72.400 | 31.80 | 2,302.32 | 2,302.32 | |
| 0785 | ROCK CORINGS | 20746ED | LF | 232.00 | 232.000 | 204.400 | 0.000 | 204.400 | 111.30 | 22,749.72 | 22,749.72 | |
| 0790 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 26.00 | 26.000 | 0.000 | 0.000 | 2,650.00 | 0.00 | |||
| 0795 | CONCRETE SEALING | 23378EC | SQFT | 60,131.00 | 60,131.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0800 | DECK DRAIN | 23813EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 1,325.00 | 0.00 | |||
| 0805 | BICYCLE RAIL | 23849EC | LF | 870.90 | 870.900 | 0.000 | 0.000 | 196.00 | 0.00 | |||
| 0810 | MECHANICAL REINF COUPLER-#7 EPOXY COATED | 24404EC | EACH | 868.00 | 868.000 | 0.000 | 0.000 | 122.00 | 0.00 | |||
| 0815 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | LF | 870.90 | 870.900 | 0.000 | 0.000 | 206.75 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0005 BRIDGE - 28774 - RCBC | |||||||
| 0820 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 125.00 | 125.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
| 0825 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 44,520.00 | 0.00 | |||
| 0830 | CONCRETE-CLASS A | 08100 | CUYD | 331.40 | 331.400 | 0.000 | 0.000 | 1,007.00 | 0.00 | |||
| 0835 | STEEL REINFORCEMENT | 08150 | LB | 56,121.00 | 56,121.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0006 BRIDGE - 28775 - RCBC | |||||||
| 0840 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 120.00 | 120.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
| 0845 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 37,100.00 | 0.00 | |||
| 0850 | CONCRETE-CLASS A | 08100 | CUYD | 242.00 | 242.000 | 0.000 | 0.000 | 980.50 | 0.00 | |||
| 0855 | STEEL REINFORCEMENT | 08150 | LB | 41,434.00 | 41,434.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0007 SEWER | |||||||
| 0860 | S MANHOLE | 15092 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 6,576.00 | 0.00 | |||
| 0865 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0870 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,912.00 | 0.00 | |||
| 0875 | S MANHOLE TAP EXISTING | 15099 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0880 | S PIPE DUCTILE IRON 08 INCH | 15104 | LF | 7.00 | 7.000 | 0.000 | 0.000 | 478.00 | 0.00 | |||
| 0885 | S PIPE DUCTILE IRON 12 INCH | 15106 | LF | 26.00 | 26.000 | 0.000 | 0.000 | 328.00 | 0.00 | |||
| 0890 | S PIPE PVC 08 INCH | 15112 | LF | 302.00 | 302.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 0895 | S PIPE PVC 10 INCH | 15113 | LF | 556.00 | 556.000 | 0.000 | 0.000 | 137.00 | 0.00 | |||
| 0900 | S PIPE PVC 12 INCH | 15114 | LF | 478.00 | 478.000 | 0.000 | 0.000 | 144.00 | 0.00 | |||
| 0905 | S FORCE MAIN DCTL IRON RSTRND 18 IN | 15142 | LF | 4,940.00 | 4,940.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0008 SIGNING/STRIPING | |||||||
| 0910 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,077.00 | 1,077.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0915 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 483.00 | 483.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 0920 | STEEL POST TYPE 1 | 06410 | LF | 1,839.00 | 1,839.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 0925 | STEEL POST TYPE 2 | 06411 | LF | 119.00 | 119.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0930 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 35.10 | 35.100 | 0.000 | 0.000 | 2,695.00 | 0.00 | |||
| 0935 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 47,200.00 | 47,200.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0940 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 12,291.00 | 12,291.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0945 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 25,271.00 | 25,271.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0950 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 851.00 | 851.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0955 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 218.00 | 218.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0960 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 1,007.00 | 1,007.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0965 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 1,851.00 | 1,851.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0970 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 10.75 | 0.00 | |||
| 0975 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,373.00 | 1,373.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0980 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 117.00 | 0.00 | |||
| 0985 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 138.00 | 0.00 | |||
| 0990 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 0995 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 292.00 | 0.00 | |||
| 1000 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 371.00 | 0.00 | |||
| 1005 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 245.00 | 245.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 1010 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 142.00 | 142.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 1015 | REMOVE & RESET TRAFFIC SIGN | 20194ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 695.00 | 0.00 | |||
| 1020 | GMSS TYPE D | 21596ND | EACH | 158.00 | 158.000 | 0.000 | 0.000 | 705.00 | 0.00 | |||
| 1025 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 130.00 | 130.000 | 0.000 | 0.000 | 26.50 | 0.00 | |||
| 1030 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 371.00 | 0.00 | |||
| 1035 | ROUNDABOUT ARROW | 24115EC | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 530.00 | 0.00 | |||
| 1040 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 1045 | BARCODE SIGN INVENTORY | 24631EC | EACH | 267.00 | 267.000 | 0.000 | 0.000 | 53.00 | 0.00 | |||
| 1050 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0009 LIGHTING | |||||||
| 1055 | POLE 40 FT MTG HT | 04701 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 1,865.60 | 0.00 | |||
| 1060 | BRACKET 4 FT | 04720 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 1065 | BRACKET 10 FT | 04723 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 535.00 | 0.00 | |||
| 1070 | BRACKET 15 FT | 04725 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 610.00 | 0.00 | |||
| 1075 | POLE BASE | 04740 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 2,650.00 | 0.00 | |||
| 1080 | TRANSFORMER BASE | 04750 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 1,166.00 | 0.00 | |||
| 1085 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 15,900.00 | 0.00 | |||
| 1090 | FUSED CONNECTOR KIT | 04780 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 111.00 | 0.00 | |||
| 1095 | CONDUIT-3 IN | 04797 | LF | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 1100 | TRENCHING AND BACKFILLING | 04820 | LF | 2,831.00 | 2,831.000 | 0.000 | 0.000 | 12.75 | 0.00 | |||
| 1105 | OPEN CUT ROADWAY | 04821 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 26.50 | 0.00 | |||
| 1110 | WIRE-NO. 12 | 04832 | LF | 3,384.00 | 3,384.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 1115 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,145.00 | 0.00 | |||
| 1120 | LED LUMINAIRE | 24589ED | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 540.00 | 0.00 | |||
| 1125 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 3,755.00 | 3,755.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0010 WATERLINE | |||||||
| 1130 | W AIR RELEASE VALVE 1 INCH | 14000 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 5,275.00 | 0.00 | |||
| 1135 | W ENCASEMENT CONCRETE | 14005 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 163.00 | 0.00 | |||
| 1140 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 9,050.00 | 0.00 | |||
| 1145 | W METER RELOCATE | 14030 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 1150 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 5,600.00 | 5,600.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 1155 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 262.00 | 0.00 | |||
| 1160 | W PIPE DUCTILE IRON 24 INCH | 14042 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1165 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 980.00 | 980.000 | 0.000 | 0.000 | 231.00 | 0.00 | |||
| 1170 | W PIPE DCTL IRON RSTRND JOINT 16 IN | 14051 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 332.00 | 0.00 | |||
| 1175 | W PIPE DCTL IRON RSTRND JOINT 24 IN | 14053 | LF | 620.00 | 620.000 | 0.000 | 0.000 | 645.00 | 0.00 | |||
| 1180 | W TIE-IN 08 INCH | 14095 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,755.00 | 0.00 | |||
| 1185 | W TIE-IN 12 INCH | 14097 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,865.00 | 0.00 | |||
| 1190 | W TIE-IN 24 INCH | 14100 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 13,915.00 | 0.00 | |||
| 1195 | W VALVE 08 INCH | 14106 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,655.00 | 0.00 | |||
| 1200 | W VALVE 12 INCH | 14108 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 5,110.00 | 0.00 | |||
| 1205 | W VALVE 16 INCH | 14109 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 14,918.00 | 0.00 | |||
| 1210 | W VALVE 24 INCH | 14111 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 52,645.00 | 0.00 | |||
| 1215 | W SERV COPPER LONG SIDE 1 IN | 14145 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,910.00 | 0.00 | |||
| 1220 | W SERV COPPER SHORT SIDE 1 IN | 14149 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,635.00 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0011 TRAINEES | |||||||
| 1225 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3, 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| Project | DE05905362335 | Fed/State Project Number | STP 8206 (007) | Category | 0012 DEMOBILIZATION/MOBILIZATION | |||||||
| 1230 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 734,575.00 | 367,287.50 | 367,287.50 | |
| 1235 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 457,050.00 | 0.00 | |||
| SUBTOT | $593,032.12 |
$653,032.12 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||