|
Report_Id: 211336 Est NO 0025 |
Date:01/10/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211336 | Estimate Number | 0025 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06300) Johnson, Tyler A. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 12/03/2022 TO 12/16/2022 | ||||||
| Date Approved | 12/29/2022 | ||||||
| Primary Proj Number | DE05905362136 | ||||||
| Project No. | STP 8206 (008), STP 8206 (008) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | MOUNT ZION ROAD (KY 536) | ||||||
| Description | RECONSTRUCTION FROM BOONE COUNTY LINE TO KY1303. | ||||||
| Date Let | 09/24/2021 | Formal Acceptance | |||||
| Date Awarded | 10/06/2021 | Date Work Began | 12/08/2021 | ||||
| Date Contract Executed | 11/01/2021 | Open To Traffic | |||||
| Date NTP Issued | 11/01/2021 | Actual Completion Date | |||||
| Current Contract Amount | $17,082,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $17,082,000.00 |
Total Earnings | $7,424,826.24 |
$7,304,596.77 |
$120,229.47 |
|
| Percent Complete | 46.77 |
Stockpiled Materials | $564,259.41 |
$565,792.35 |
$-1,532.94 |
|
| Funds Available | $9,092,914.35 |
Gross Earnings | $7,989,085.65 |
$7,870,389.12 |
$118,696.53 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,989,085.65 |
$7,870,389.12 |
$118,696.53 |
|||
| Contract Id | 211336 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0025 | Project Number | STP 8206 (008), STP 8206 (008) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 12/03/2022 TO 12/16/2022 | |||||||
| 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 | 211336 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE05905362136 | ||||||
| Estimate Nbr | 0025 | Period | 12/03/2022 TO 12/16/2022 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE00805362136 | Fed/State Project Number | STP 8206 (008) | 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 | |
| 0940 | DGA BASE | 00001 | TON | 4,816.00 | 4,816.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0945 | LIME STABILIZED ROADBED | 00013 | SQYD | 15,089.00 | 15,089.000 | 0.000 | 0.000 | 5.45 | 0.00 | |||
| 0950 | LIME | 00014 | TON | 299.00 | 299.000 | 0.000 | 0.000 | 172.00 | 0.00 | |||
| 0955 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 2,842.00 | 2,842.000 | 0.000 | 0.000 | 65.50 | 0.00 | |||
| 0960 | LEVELING & WEDGING PG64-22 | 00190 | TON | 509.00 | 509.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0965 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,165.00 | 5,165.000 | 0.000 | 0.000 | 69.95 | 0.00 | |||
| 0970 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 532.00 | 532.000 | 0.000 | 0.000 | 77.50 | 0.00 | |||
| 0975 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 325.00 | 325.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0980 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0985 | ASPHALT CURING SEAL | 00358 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0990 | ASPHALT CURING SEAL | 00358 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0995 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,443.00 | 1,443.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1000 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 70.00 | 70.000 | 0.000 | 0.000 | 75.99 | 0.00 | |||
| 1005 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 81.00 | 81.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1010 | SAND FOR BLOTTER | 02702 | TON | 75.00 | 75.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| Project | DE00805362136 | Fed/State Project Number | STP 8206 (008) | Category | 0002 ROADWAY | |||||||
| 1015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 788.00 | 788.000 | 238.260 | 238.260 | 28.00 | 6,671.28 | |||
| 1020 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (BOONE COUNTY) | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1025 | STANDARD CURB AND GUTTER | 01810 | LF | 3,625.00 | 3,625.000 | 0.000 | 0.000 | 22.06 | 0.00 | |||
| 1030 | ISLAND CURB AND GUTTER | 01825 | LF | 490.00 | 490.000 | 0.000 | 0.000 | 20.74 | 0.00 | |||
| 1035 | STANDARD HEADER CURB | 01875 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 59.23 | 0.00 | |||
| 1040 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 273.00 | 273.000 | 0.000 | 0.000 | 88.60 | 0.00 | |||
| 1045 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1050 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1060 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,439.17 | 0.00 | |||
| 1065 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1070 | TEMP DITCH | 02159 | LF | 1,568.00 | 1,568.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1075 | CLEAN TEMP DITCH | 02160 | LF | 784.00 | 784.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1080 | EMBANKMENT IN PLACE | 02230 | CUYD | 46,581.00 | 46,581.000 | 1,416.000 | 27,751.000 | 29,167.000 | 10.25 | 14,514.00 | 298,961.75 | |
| 1085 | WATER | 02242 | MGAL | 50.00 | 50.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1090 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,863.50 | 2,863.500 | 62.500 | 62.500 | 29.85 | 1,865.62 | |||
| 1095 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1100 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 1105 | REMOVE GUARDRAIL | 02381 | LF | 2,949.00 | 2,949.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 1110 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 685.00 | 0.00 | |||
| 1115 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 1120 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1125 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 1130 | CHANNEL LINING CLASS II | 02483 | TON | 329.00 | 329.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1135 | CLEARING AND GRUBBING (BOONE COUNTY) | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
| 1140 | TEMPORARY SIGNS | 02562 | SQFT | 433.00 | 433.000 | 175.000 | 175.000 | 8.00 | 1,400.00 | |||
| 1145 | EDGE KEY | 02585 | LF | 19.20 | 19.200 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1150 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,900.00 | 1,900.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 1155 | MAINTAIN & CONTROL TRAFFIC (BOONE COUNTY) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 1160 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 19,500.00 | 0.00 | |||
| 1165 | MOBILIZATION FOR MILL & TEXT (BOONE COUNTY) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1170 | TEMP SILT FENCE | 02701 | LF | 1,568.00 | 1,568.000 | 724.500 | 724.500 | 2.50 | 1,811.25 | |||
| 1175 | SILT TRAP TYPE A | 02703 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1180 | SILT TRAP TYPE B | 02704 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1185 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| 1190 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1195 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1200 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 40.00 | 40.000 | 3.000 | 3.000 | 1.00 | 3.00 | |||
| 1205 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 182.00 | 182.000 | 0.000 | 0.000 | 52.76 | 0.00 | |||
| 1210 | STAKING (BOONE COUNTY) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 1215 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,350.00 | 0.00 | |||
| 1220 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,775.00 | 2,775.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 1225 | TEMP MULCH | 05952 | SQYD | 64,500.00 | 64,500.000 | 9,680.000 | 12,100.000 | 21,780.000 | 0.21 | 2,032.80 | 4,573.80 | |
| 1230 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 48,370.00 | 48,370.000 | 6,196.550 | 6,196.550 | 0.22 | 1,363.24 | |||
| 1235 | INITIAL FERTILIZER | 05963 | TON | 2.20 | 2.200 | 0.180 | 0.180 | 950.00 | 171.00 | |||
| 1240 | MAINTENANCE FERTILIZER | 05964 | TON | 3.70 | 3.700 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 1245 | SEEDING AND PROTECTION | 05985 | SQYD | 67,200.00 | 67,200.000 | 3,082.650 | 3,082.650 | 0.39 | 1,202.23 | |||
| 1250 | SODDING | 05990 | SQYD | 4,292.00 | 4,292.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 1255 | AGRICULTURAL LIMESTONE | 05992 | TON | 60.00 | 60.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1260 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 123.69 | 123.690 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 1265 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 70.09 | 70.090 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 1270 | STEEL POST TYPE 1 | 06410 | LF | 214.30 | 214.300 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 1275 | STEEL POST TYPE 2 | 06411 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 1280 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 2.30 | 2.300 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1285 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 8,505.00 | 8,505.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 1290 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 3,049.00 | 3,049.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 1295 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 7,472.00 | 7,472.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 1300 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 1305 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1310 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 5,092.00 | 5,092.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1315 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1320 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 1325 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1330 | CRASH CUSHION TY VI CLASS B TL3 | 08902 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 32,000.00 | 0.00 | |||
| 1335 | FUEL ADJUSTMENT | 10020NS | DOLL | 34,317.00 | 34,317.000 | 3,761.500 | 3,761.500 | 1.00 | 3,761.50 | |||
| 1340 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 26,700.00 | 26,700.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1345 | JOINT ADHESIVE | 20071EC | LF | 7,650.00 | 7,650.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 1350 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1355 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1360 | SAWCUT PAVEMENT | 20550ND | LF | 1,002.00 | 1,002.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 1365 | LONGITUDINAL EDGE KEY | 21289ED | LF | 977.00 | 977.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1370 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 77.00 | 77.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 1375 | GMSS TYPE D | 21596ND | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 1380 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 433.00 | 433.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1385 | CONC MEDIAN BARRIER TY 9T | 23007EN | LF | 800.00 | 800.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1390 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 96.00 | 96.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1395 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 262.00 | 262.000 | 0.000 | 0.000 | 38.38 | 0.00 | |||
| 1400 | INLAID PAVEMENT MARKER | 24489EC | EACH | 192.00 | 192.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1405 | R/W MONUMENT TYPE 3 | 24540 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1410 | BARCODE SIGN INVENTORY | 24631EC | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1415 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,575.00 | 1,575.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 1420 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 526.00 | 526.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 1425 | PIPELINE INSPECTION | 24814EC | LF | 862.00 | 862.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 1430 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,850.00 | 0.00 | |||
| Project | DE00805362136 | Fed/State Project Number | STP 8206 (008) | Category | 0003 DRAINAGE | |||||||
| 1435 | STORM SEWER PIPE-15 IN | 00521 | LF | 754.00 | 754.000 | 20.000 | 20.000 | 74.00 | 1,480.00 | |||
| 1440 | STORM SEWER PIPE-18 IN | 00522 | LF | 69.00 | 69.000 | 225.000 | 225.000 | 76.00 | 17,100.00 | |||
| 1445 | STORM SEWER PIPE-24 IN | 00524 | LF | 39.00 | 39.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1450 | PERFORATED PIPE-4 IN | 01000 | LF | 3,564.00 | 3,564.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 1455 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 66.00 | 66.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 1460 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 1465 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1470 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 1475 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 1480 | CURB BOX INLET TYPE A | 01456 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 6,800.00 | 0.00 | |||
| 1485 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 1490 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 1495 | DROP BOX INLET TYPE 13G | 01559 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 1500 | CAP DROP BOX INLET | 01584 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1505 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 1510 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1515 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 2,331.00 | 2,331.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1520 | CONCRETE-CLASS A | 08100 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1525 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1530 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| Project | DE00805362136 | Fed/State Project Number | STP 8206 (008) | Category | 0004 BRIDGE - #28186 OVER NORFOLK SOUTHERN RAILWAY | |||||||
| 1535 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 148.20 | 148.200 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1540 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 53.00 | 53.000 | 0.000 | 0.000 | 1,004.00 | 0.00 | |||
| 1545 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.50 | 48.500 | 0.000 | 0.000 | 84.00 | 0.00 | |||
| 1550 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 328.00 | 328.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 1555 | TEST PILES | 08033 | LF | 79.00 | 79.000 | 0.000 | 0.000 | 92.45 | 0.00 | |||
| 1560 | PILES-STEEL HP12X53 | 08046 | LF | 288.00 | 288.000 | 0.000 | 0.000 | 92.45 | 0.00 | |||
| 1565 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 141.00 | 0.00 | |||
| 1570 | CONCRETE-CLASS A | 08100 | CUYD | 79.10 | 79.100 | 0.000 | 0.000 | 1,084.39 | 0.00 | |||
| 1575 | CONCRETE-CLASS AA | 08104 | CUYD | 222.30 | 222.300 | 0.000 | 0.000 | 880.00 | 0.00 | |||
| 1580 | STEEL REINFORCEMENT | 08150 | LB | 20,386.00 | 20,386.000 | 0.000 | 0.000 | 1.32 | 0.00 | |||
| 1585 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 57,824.00 | 57,824.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 1590 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 643.00 | 643.000 | 0.000 | 0.000 | 453.65 | 0.00 | |||
| 1595 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | LF | 436.20 | 436.200 | 0.000 | 0.000 | 257.46 | 0.00 | |||
| 1600 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 40.00 | 40.000 | 0.000 | 0.000 | 1,631.00 | 0.00 | |||
| 1605 | ROCK SOUNDINGS | 20745ED | LF | 90.00 | 90.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 1610 | ROCK CORINGS | 20746ED | LF | 88.00 | 88.000 | 0.000 | 0.000 | 91.00 | 0.00 | |||
| 1615 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 45.00 | 45.000 | 0.000 | 0.000 | 1,356.00 | 0.00 | |||
| 1620 | CONCRETE SEALING | 23378EC | SQFT | 10,662.00 | 10,662.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1625 | BICYCLE RAIL | 23849EC | LF | 218.10 | 218.100 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 1630 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | LF | 218.10 | 218.100 | 0.000 | 0.000 | 177.00 | 0.00 | |||
| Project | DE00805362136 | Fed/State Project Number | STP 8206 (008) | Category | 0005 SIGNALS | |||||||
| 1635 | CONDUIT-1 IN | 04792 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 8.40 | 0.00 | |||
| 1640 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 645.00 | 0.00 | |||
| 1645 | TRENCHING AND BACKFILLING | 04820 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 1650 | LOOP WIRE | 04830 | LF | 950.00 | 950.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
| 1655 | CABLE-NO. 14/5C | 04844 | LF | 1,520.00 | 1,520.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 1660 | CABLE-NO. 14/7C | 04845 | LF | 108.00 | 108.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 1665 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,022.00 | 1,022.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 1670 | MESSENGER-10800 LB | 04885 | LF | 361.00 | 361.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 1675 | LOOP SAW SLOT AND FILL | 04895 | LF | 358.00 | 358.000 | 0.000 | 0.000 | 10.75 | 0.00 | |||
| 1680 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,075.00 | 0.00 | |||
| 1685 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1690 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 1695 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 1700 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 730.00 | 0.00 | |||
| 1705 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 230.00 | 0.00 | |||
| 1710 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 1715 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 17.20 | 17.200 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1720 | INSTALL PEDESTAL POST | 23235EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,155.00 | 0.00 | |||
| 1725 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 112.00 | 112.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 1730 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 40.00 | 40.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| 1735 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,405.00 | 0.00 | |||
| 1740 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| Project | DE00805362136 | Fed/State Project Number | STP 8206 (008) | Category | 0006 UTILITY | |||||||
| 1745 | W FIRE HYDRANT RELOCATE | 14020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 1750 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 320.00 | 320.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 1755 | W TIE-IN 08 INCH | 14095 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1760 | W VALVE 08 INCH | 14106 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 1765 | S ENCASEMENT STEEL BORED RANGE 6 | 15019 | LF | 248.00 | 248.000 | 250.000 | 250.000 | 975.00 | 243,750.00 | |||
| 1770 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 1775 | S FORCE MAIN AIR RLS/VAC VLV 02 IN | 15026 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 24,250.00 | 0.00 | |||
| 1785 | S LATERAL SHORT SIDE 06 INCH | 15090 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 1790 | S MANHOLE | 15092 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 1795 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1800 | S PIPE PVC 08 INCH | 15112 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 1805 | S LINE MARKER | 15123 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
| 1810 | S ENCASEMENT SPECIAL INST | 15500 | LF | 1.00 | 1.000 | 0.000 | 0.000 | 472.00 | 0.00 | |||
| 1815 | ROCK EXCAVATION | 40027 | CUYD | 100.00 | 100.000 | 100.000 | 100.000 | 100.00 | 10,000.00 | |||
| 1830 | S FORCE MAIN DCTL IRON RSTRND 18 IN (REVISED 9-22-2021) | 15142 | LF | 2,004.00 | 2,004.000 | 2,050.000 | 2,050.000 | 250.00 | 512,500.00 | |||
| Project | DE00805362136 | Fed/State Project Number | STP 8206 (008) | Category | 0009 MOBILIZATION & DEMOBILIZATION | |||||||
| 1820 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 395,000.01 | 395,000.01 | |||
| 1825 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 120,821.48 | 0.00 | |||
| SUBTOT | $16,546.80 |
$1,509,964.68 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1590-1-0I |
PRECAST PC BOX BEAM SB42 | LF |
643.00 | 0009 | $294.124560 | $189,122.09 | ||||||
1750-1-0I |
W PIPE DUCTILE IRON 08 INCH | LF |
320.00 | 0010 | $31.312360 | $10,019.95 | ||||||
1745-1-0I |
W FIRE HYDRANT RELOCATE | EACH |
1.00 | 0011 | $2850.000000 | $2,850.00 | ||||||
1750-2-0I |
W PIPE DUCTILE IRON 08 INCH INCIDENTAL | LF |
320.00 | 0011 | $14.650340 | $4,688.10 | ||||||
1760-1-0I |
W VALVE 08 INCH | EACH |
1.00 | 0011 | $1650.000000 | $1,650.00 | ||||||
1830-1-0I |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
2,004.00 | 0017 | $171.563370 | $343,812.99 | ||||||
1830-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
592.00 | 0017 | $171.563370 | $-101,565.51 | ||||||
1830-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
666.00 | 0018 | $171.563370 | $-114,261.20 | ||||||
1830-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
738.00 | 0020 | $171.563370 | $-126,613.77 | ||||||
1760-1-0A |
W VALVE 08 INCH | EACH |
1.00 | 0021 | $1650.000000 | $-1,650.00 | ||||||
1830-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
8.00 | 0023 | $171.563370 | $-1,372.51 | ||||||
| SUBTOT | $206,680.14 |
|||||||||||
| Project | DE05905362136 | Fed/State Project Number | STP 8206 (008) | 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 | DGA BASE | 00001 | TON | 12,203.00 | 12,203.000 | 190.540 | 5,766.640 | 5,957.180 | 28.50 | 5,430.39 | 169,779.63 | |
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 32,171.00 | 32,171.000 | 15,000.000 | 15,000.000 | 5.45 | 81,750.00 | |||
| 0015 | LIME | 00014 | TON | 1,097.00 | 1,097.000 | 295.710 | 295.710 | 172.00 | 50,862.12 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 6,335.00 | 6,335.000 | 2,422.730 | 2,422.730 | 65.50 | 158,688.81 | |||
| 0025 | TRAFFIC BOUND BASE | 00020 | TON | 318.00 | 318.000 | 202.610 | 202.610 | 28.50 | 5,774.38 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0035 | ASPHALT SEAL COAT | 00103 | TON | 1.50 | 1.500 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 119.00 | 119.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 10,488.00 | 10,488.000 | 298.380 | 3,699.130 | 3,997.510 | 69.95 | 20,871.68 | 279,625.82 | |
| 0050 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 2,561.00 | 2,561.000 | 568.150 | 568.150 | 82.00 | 46,588.30 | |||
| 0055 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 916.00 | 916.000 | 282.890 | 282.890 | 77.50 | 21,923.97 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,164.00 | 1,164.000 | 419.690 | 419.690 | 105.00 | 44,067.45 | |||
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 21.00 | 21.000 | 4.230 | 4.230 | 800.00 | 3,384.00 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 26.00 | 26.000 | 11.700 | 11.700 | 700.00 | 8,190.00 | |||
| 0075 | ASPHALT CURING SEAL | 00358 | TON | 32.00 | 32.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0080 | CL3 ASPH SURF 0.38B PG76-22 | 00387 | TON | 1,280.00 | 1,280.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0085 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,087.00 | 1,087.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0090 | JPC PAVEMENT-12 IN | 02070 | SQYD | 952.00 | 952.000 | 0.000 | 0.000 | 110.99 | 0.00 | |||
| 0095 | JPC PAVEMENT-8 IN | 02084 | SQYD | 802.00 | 802.000 | 0.000 | 0.000 | 81.68 | 0.00 | |||
| 0100 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 635.00 | 635.000 | 0.000 | 0.000 | 75.99 | 0.00 | |||
| 0105 | SAND FOR BLOTTER | 02702 | TON | 161.00 | 161.000 | 143.980 | 143.980 | 30.00 | 4,319.40 | |||
| Project | DE05905362136 | Fed/State Project Number | STP 8206 (008) | Category | 0002 ROADWAY | |||||||
| 0115 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4,503.00 | 4,503.000 | 503.520 | 503.520 | 28.00 | 14,098.56 | |||
| 0120 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (KENTON COUNTY) | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0125 | REMOVE PIPE | 01310 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0130 | STANDARD CURB AND GUTTER | 01810 | LF | 8,584.00 | 8,584.000 | 255.000 | 6,608.930 | 6,863.930 | 22.06 | 5,625.30 | 151,418.29 | |
| 0135 | ISLAND CURB AND GUTTER | 01825 | LF | 8,449.00 | 8,449.000 | 175.000 | 772.670 | 947.670 | 20.74 | 3,629.50 | 19,654.67 | |
| 0140 | STANDARD INTEGRAL CURB | 01830 | LF | 680.00 | 680.000 | 0.000 | 0.000 | 18.19 | 0.00 | |||
| 0145 | STANDARD HEADER CURB | 01875 | LF | 472.00 | 472.000 | 0.000 | 0.000 | 59.23 | 0.00 | |||
| 0150 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 415.00 | 415.000 | 0.000 | 0.000 | 32.56 | 0.00 | |||
| 0155 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 15.00 | 15.000 | 28.000 | 28.000 | 12.00 | 336.00 | |||
| 0160 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 55.00 | 55.000 | 8.000 | 8.000 | 12.00 | 96.00 | |||
| 0165 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0170 | REMOVE PAVEMENT | 02091 | SQYD | 1,255.00 | 1,255.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0175 | TEMP DITCH | 02159 | LF | 2,052.00 | 2,052.000 | 953.000 | 953.000 | 2.00 | 1,906.00 | |||
| 0180 | CLEAN TEMP DITCH | 02160 | LF | 1,026.00 | 1,026.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0185 | GRANULAR EMBANKMENT | 02223 | CUYD | 834.00 | 834.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0190 | EMBANKMENT IN PLACE | 02230 | CUYD | 204,295.00 | 204,295.000 | 2,184.000 | 135,956.250 | 138,140.250 | 10.25 | 22,386.00 | 1,415,937.56 | |
| 0195 | WATER | 02242 | MGAL | 200.00 | 200.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0200 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,986.50 | 1,986.500 | 691.500 | 691.500 | 29.85 | 20,641.27 | |||
| 0205 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 60.00 | 120.00 | |||
| 0210 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0215 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0220 | REMOVE GUARDRAIL | 02381 | LF | 700.00 | 700.000 | 609.500 | 609.500 | 1.80 | 1,097.10 | |||
| 0225 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 2,800.00 | 8,400.00 | |||
| 0230 | TEMP GUARDRAIL | 02397 | LF | 2,362.50 | 2,362.500 | 1,152.000 | 1,152.000 | 9.50 | 10,944.00 | |||
| 0235 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0240 | WITNESS POST | 02432 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0245 | CHANNEL LINING CLASS IA | 02482 | TON | 140.00 | 140.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0250 | CHANNEL LINING CLASS II | 02483 | TON | 415.00 | 415.000 | 96.420 | 241.320 | 337.740 | 50.00 | 4,821.00 | 16,887.00 | |
| 0255 | CHANNEL LINING CLASS III | 02484 | TON | 1,363.00 | 1,363.000 | 697.710 | 697.710 | 50.00 | 34,885.50 | |||
| 0260 | CLEARING AND GRUBBING (KENTON COUNTY) | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 185,000.00 | 166,500.00 | |||
| 0265 | TEMPORARY SIGNS | 02562 | SQFT | 567.00 | 567.000 | 216.820 | 216.820 | 8.00 | 1,734.56 | |||
| 0270 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 8,750.00 | 8,750.000 | 1,721.490 | 1,721.490 | 2.30 | 3,959.42 | |||
| 0275 | MAINTAIN & CONTROL TRAFFIC (KENTON COUNTY) | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 185,000.00 | 37,000.00 | |||
| 0280 | DIVERSIONS (BY-PASS DETOURS) (KENTON COUNTY-3 LOCATIONS) | 02651 | LS | 1.00 | 1.000 | 0.330 | 0.330 | 65,000.00 | 21,450.00 | |||
| 0285 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 19,500.00 | 39,000.00 | |||
| 0290 | PRECAST VEHICLE STOP | 02673 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0295 | TEMP SILT FENCE | 02701 | LF | 2,052.00 | 2,052.000 | 994.000 | 4,622.860 | 5,616.860 | 2.50 | 2,485.00 | 14,042.15 | |
| 0300 | SILT TRAP TYPE A | 02703 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0305 | SILT TRAP TYPE B | 02704 | EACH | 26.00 | 26.000 | 4.000 | 23.000 | 27.000 | 200.00 | 800.00 | 5,400.00 | |
| 0310 | SILT TRAP TYPE C | 02705 | EACH | 26.00 | 26.000 | 1.000 | 41.000 | 42.000 | 250.00 | 250.00 | 10,500.00 | |
| 0315 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0320 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 52.00 | 52.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 0325 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 802.00 | 802.000 | 0.000 | 0.000 | 52.76 | 0.00 | |||
| 0335 | STAKING (KENTON COUNTY) | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 100,000.00 | 10,000.00 | |||
| 0340 | REMOVE STRUCTURE (KENTON COUNTY - ALL 6 PARCELS) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 94,900.00 | 94,900.00 | |||
| 0345 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,350.00 | 0.00 | |||
| 0350 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,011.00 | 6,011.000 | 400.000 | 191.380 | 591.380 | 1.65 | 660.00 | 975.77 | |
| 0355 | TEMP MULCH | 05952 | SQYD | 84,443.00 | 84,443.000 | 9,680.000 | 39,887.810 | 49,567.810 | 0.21 | 2,032.80 | 10,409.24 | |
| 0360 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 63,337.00 | 63,337.000 | 6,353.960 | 6,353.960 | 0.22 | 1,397.87 | |||
| 0365 | INITIAL FERTILIZER | 05963 | TON | 3.00 | 3.000 | 0.820 | 0.820 | 950.00 | 779.00 | |||
| 0370 | MAINTENANCE FERTILIZER | 05964 | TON | 4.90 | 4.900 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0375 | SEEDING AND PROTECTION | 05985 | SQYD | 87,995.00 | 87,995.000 | 14,643.650 | 14,643.650 | 0.39 | 5,711.02 | |||
| 0380 | SODDING | 05990 | SQYD | 12,316.00 | 12,316.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0385 | AGRICULTURAL LIMESTONE | 05992 | TON | 79.00 | 79.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0390 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 513.38 | 513.380 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0395 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 134.00 | 134.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0400 | STEEL POST TYPE 1 | 06410 | LF | 909.37 | 909.370 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0405 | STEEL POST TYPE 2 | 06411 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0410 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 19.95 | 19.950 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0415 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 46,695.00 | 46,695.000 | 7,071.000 | 7,071.000 | 0.23 | 1,626.33 | |||
| 0420 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 5,276.00 | 5,276.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0425 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 11,116.00 | 11,116.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0430 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 389.00 | 389.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0435 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0440 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,103.00 | 3,103.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0445 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0450 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0455 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0460 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0465 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0470 | FUEL ADJUSTMENT | 10020NS | DOLL | 44,937.00 | 44,937.000 | 61,526.920 | 61,526.920 | 1.00 | 61,526.92 | |||
| 0475 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 34,946.00 | 34,946.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0480 | JOINT ADHESIVE | 20071EC | LF | 10,010.00 | 10,010.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0485 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0490 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0495 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 44.00 | 44.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0500 | GMSS TYPE D | 21596ND | EACH | 80.00 | 80.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0505 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 174.00 | 174.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0510 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 567.00 | 567.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0515 | PAVEMENT MARKING-THERMO LETTERS | 22692NS714 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0520 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 855.00 | 855.000 | 0.000 | 0.000 | 38.38 | 0.00 | |||
| 0525 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 257.00 | 257.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0530 | STAMPED CONCRETE | 23379EC | SQYD | 952.00 | 952.000 | 0.000 | 0.000 | 99.06 | 0.00 | |||
| 0535 | DRAIN POND (KENTON COUNTY) | 23649EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0540 | ROUNDABOUT ARROW | 24115EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0545 | INLAID PAVEMENT MARKER | 24489EC | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0550 | R/W MONUMENT TYPE 3 | 24540 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0555 | BARCODE SIGN INVENTORY | 24631EC | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0560 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 316.00 | 316.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0565 | PIPELINE INSPECTION | 24814EC | LF | 3,498.00 | 3,498.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| Project | DE05905362136 | Fed/State Project Number | STP 8206 (008) | Category | 0003 DRAINAGE | |||||||
| 0570 | ENTRANCE PIPE-18 IN | 00441 | LF | 496.00 | 496.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0575 | ENTRANCE PIPE-24 IN | 00443 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0580 | CULVERT PIPE-30 IN | 00466 | LF | 177.00 | 177.000 | 160.000 | 160.000 | 125.00 | 20,000.00 | |||
| 0585 | STORM SEWER PIPE-15 IN | 00521 | LF | 958.00 | 958.000 | 317.000 | 317.000 | 74.00 | 23,458.00 | |||
| 0590 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,926.00 | 1,926.000 | 91.000 | 1,083.000 | 1,174.000 | 76.00 | 6,916.00 | 89,224.00 | |
| 0595 | PERFORATED PIPE-4 IN | 01000 | LF | 8,139.00 | 8,139.000 | 4,078.000 | 4,078.000 | 7.50 | 30,585.00 | |||
| 0600 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0605 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 0610 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0615 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0620 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 0625 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 12.00 | 12.000 | 6.000 | 6.000 | 2,800.00 | 16,800.00 | |||
| 0630 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
| 0635 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0640 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0645 | CURB BOX INLET TYPE A | 01456 | EACH | 34.00 | 34.000 | 17.500 | 17.500 | 6,800.00 | 119,000.00 | |||
| 0650 | CURB BOX INLET TYPE A B | 01457 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0655 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0660 | DROP BOX INLET TYPE 13G | 01559 | EACH | 9.00 | 9.000 | 1.500 | 1.500 | 5,400.00 | 8,100.00 | |||
| 0665 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 5,600.00 | 11,200.00 | 11,200.00 | |
| 0670 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0675 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0680 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 11,827.00 | 11,827.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE05905362136 | Fed/State Project Number | STP 8206 (008) | Category | 0004 LIGHTING | |||||||
| 0685 | POLE 40 FT MTG HT | 04701 | EACH | 21.00 | 21.000 | 6.000 | 6.000 | 1,695.00 | 10,170.00 | |||
| 0690 | BRACKET 4 FT | 04720 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 330.00 | 990.00 | |||
| 0695 | BRACKET 10 FT | 04723 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 520.00 | 520.00 | |||
| 0700 | BRACKET 15 FT | 04725 | EACH | 14.00 | 14.000 | 2.000 | 2.000 | 590.00 | 1,180.00 | |||
| 0705 | POLE BASE | 04740 | EACH | 21.00 | 21.000 | 6.000 | 6.000 | 1,750.00 | 10,500.00 | |||
| 0710 | TRANSFORMER BASE | 04750 | EACH | 21.00 | 21.000 | 6.000 | 6.000 | 820.00 | 4,920.00 | |||
| 0715 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0720 | FUSED CONNECTOR KIT | 04780 | EACH | 42.00 | 42.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0725 | CONDUIT-3 IN | 04797 | LF | 854.00 | 854.000 | 170.000 | 170.000 | 31.05 | 5,278.50 | |||
| 0730 | TRENCHING AND BACKFILLING | 04820 | LF | 2,710.00 | 2,710.000 | 847.000 | 847.000 | 10.25 | 8,681.75 | |||
| 0735 | OPEN CUT ROADWAY | 04821 | LF | 71.00 | 71.000 | 50.000 | 50.000 | 10.25 | 512.50 | |||
| 0740 | WIRE-NO. 12 | 04832 | LF | 3,306.00 | 3,306.000 | 723.000 | 723.000 | 1.95 | 1,409.85 | |||
| 0745 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 9.00 | 9.000 | 2.000 | 2.000 | 805.00 | 1,610.00 | |||
| 0750 | LED LUMINAIRE | 24589ED | EACH | 21.00 | 21.000 | 6.000 | 6.000 | 565.00 | 3,390.00 | |||
| 0755 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 2,991.00 | 2,991.000 | 790.000 | 790.000 | 5.00 | 3,950.00 | |||
| Project | DE05905362136 | Fed/State Project Number | STP 8206 (008) | Category | 0005 BRIDGE - #28184 CULVERT OVER UNNAMED CREEK | |||||||
| 0760 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 378.00 | 378.000 | 173.000 | 205.000 | 378.000 | 75.00 | 12,975.00 | 28,350.00 | |
| 0765 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.400 | 0.600 | 1.000 | 9,000.00 | 3,600.00 | 9,000.00 | |
| 0770 | CONCRETE-CLASS A | 08100 | CUYD | 294.00 | 294.000 | 184.500 | 184.500 | 785.00 | 144,832.50 | |||
| 0775 | STEEL REINFORCEMENT | 08150 | LB | 34,371.00 | 34,371.000 | 0.000 | 0.000 | 1.47 | 0.00 | |||
| Project | DE05905362136 | Fed/State Project Number | STP 8206 (008) | Category | 0006 BRIDGE - #28185 CULVERT OVER UNNAMED CREEK | |||||||
| 0780 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 183.00 | 183.000 | 183.000 | 183.000 | 75.00 | 13,725.00 | |||
| 0785 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,800.00 | 7,800.00 | |||
| 0790 | CONCRETE-CLASS A | 08100 | CUYD | 131.60 | 131.600 | 131.600 | 131.600 | 842.00 | 110,807.20 | |||
| 0795 | STEEL REINFORCEMENT | 08150 | LB | 12,649.00 | 12,649.000 | 12,649.000 | 12,649.000 | 1.54 | 19,479.46 | |||
| Project | DE05905362136 | Fed/State Project Number | STP 8206 (008) | Category | 0007 UTILITY | |||||||
| 0800 | SAFELOADING | 02690 | CUYD | 60.00 | 60.000 | 0.000 | 0.000 | 188.00 | 0.00 | |||
| 0805 | W AIR RELEASE VALVE 1 INCH | 14000 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0810 | W ENCASEMENT CONCRETE | 14005 | LF | 40.00 | 40.000 | 42.000 | 42.000 | 90.00 | 3,780.00 | |||
| 0815 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0820 | W FIRE HYDRANT RELOCATE | 14020 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0825 | W METER RELOCATE | 14030 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0830 | W METER VAULT | 14031 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 42,535.00 | 0.00 | |||
| 0835 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 3,250.00 | 3,250.000 | 424.000 | 424.000 | 110.00 | 46,640.00 | |||
| 0840 | W PIPE DCTL IRON RSTRND JOINT 08 IN | 14048 | LF | 30.00 | 30.000 | 132.000 | 132.000 | 102.00 | 13,464.00 | |||
| 0845 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 1,100.00 | 1,100.000 | 727.000 | 727.000 | 122.50 | 89,057.50 | |||
| 0850 | W STRUCTURE ABANDONMENT | 14087 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0855 | W TIE-IN 08 INCH | 14095 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 0860 | W VALVE 12 INCH | 14108 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 3,600.00 | 21,600.00 | |||
| 0865 | W SERV COPPER LONG SIDE 1 IN | 14145 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0870 | W SERV COPPER SHORT SIDE 1 IN | 14149 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0875 | S ENCASEMENT CONCRETE | 15012 | LF | 336.00 | 336.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0880 | S FORCE MAIN AIR RLS/VAC VLV 02 IN | 15026 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 24,250.00 | 0.00 | |||
| 0890 | S LINE MARKER | 15123 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
| 0945 | S FORCE MAIN DCTL IRON RSTRND 18 IN (REVISED 9-22-2021) | 15142 | LF | 3,846.00 | 3,846.000 | 3,440.000 | 3,440.000 | 250.00 | 860,000.00 | |||
| Project | DE05905362136 | Fed/State Project Number | STP 8206 (008) | Category | 0008 MOBILIZATION & DEMOBILIZATION | |||||||
| 0895 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 394,999.99 | 394,999.99 | |||
| 0900 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 120,821.47 | 0.00 | |||
| Project | DE05905362136 | Fed/State Project Number | STP 8206 (008) | Category | 0009 GASLINE | |||||||
| 0905 | G SPECIAL ITEM (TEST AND RELIGHT) | 16076 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 654.48 | 0.00 | |||
| 0910 | G PIPE POLYETHYLENE/PLASTIC 08 INCH INST (REVISED 9-17-2021) | 16519 | LF | 64.00 | 64.000 | 32.000 | 32.000 | 100.00 | 3,200.00 | |||
| 0915 | G PIPE POLYETHYLENE/PLASTIC 12 INCH INST (REVISED 9-17-2021) | 16521 | LF | 6,428.00 | 6,428.000 | 4,840.080 | 4,840.080 | 128.65 | 622,676.29 | |||
| 0920 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH INST | 16531 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,505.96 | 7,529.80 | |||
| 0925 | G VALVE POLYETHYLENE/PLASTIC 08 IN INST | 16553 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0930 | G VALVE POLYETHYLENE/PLASTIC 12 IN INST | 16555 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 0935 | GAS UTILITY COORDINATION | 20818ND | LS | 1.00 | 1.000 | 0.500 | 0.500 | 40,000.00 | 20,000.00 | |||
| 0940 | G SERVICE SPECIAL INST (ADDED 9-17-2021) | 16540 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 8001 | COST PLUS WORK GAS LINE REALIGNMENT | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $103,682.67 |
$7,424,826.19 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0775-1-0I |
STEEL REINFORCEMENT | LB |
34,371.00 | 0007 | $0.332380 | $11,424.23 | ||||||
0795-1-0I |
STEEL REINFORCEMENT | LB |
12,649.00 | 0007 | $0.858020 | $10,853.09 | ||||||
0835-1-0I |
W PIPE DUCTILE IRON 12 INCH | LF |
3,250.00 | 0010 | $44.900000 | $145,925.00 | ||||||
0845-1-0I |
W PIPE DCTL IRON RSTRND JOINT 12 IN | LF |
1,100.00 | 0010 | $41.650000 | $45,815.00 | ||||||
0945-1-0I |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
3,846.00 | 0010 | $93.304050 | $358,847.37 | ||||||
0815-1-0I |
W FIRE HYDRANT ASSEMBLY | EACH |
3.00 | 0011 | $3737.106000 | $11,211.31 | ||||||
0820-1-0I |
W FIRE HYDRANT RELOCATE | EACH |
5.00 | 0011 | $2850.000000 | $14,250.00 | ||||||
0835-2-0I |
W PIPE DUCTILE IRON 12 INCH INCIDENTAL | LF |
3,250.00 | 0011 | $8.060390 | $26,196.26 | ||||||
0945-2-0I |
S FORCE MAIN DCTL IRON RSTRND 18 IN INC | LF |
3,846.00 | 0011 | $13.018190 | $50,067.95 | ||||||
0945-3-0I |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
3,846.00 | 0012 | $44.172480 | $169,887.35 | ||||||
0585-1-0I |
STORM SEWER PIPE-15 IN | LF |
911.00 | 0018 | $20.628990 | $18,793.00 | ||||||
0590-1-0I |
STORM SEWER PIPE-18 IN | LF |
1,432.00 | 0018 | $16.845550 | $24,122.82 | ||||||
0645-1-0I |
CURB BOX INLET TYPE A | EACH |
32.00 | 0018 | $3554.117650 | $113,731.76 | ||||||
0660-1-0I |
DROP BOX INLET TYPE 13G | EACH |
8.00 | 0018 | $1812.600000 | $14,500.80 | ||||||
0795-1-0A |
STEEL REINFORCEMENT | LB |
6,324.50 | 0009 | $0.858020 | $-5,426.54 | ||||||
0795-1-0A |
STEEL REINFORCEMENT | LB |
6,324.50 | 0011 | $0.858020 | $-5,426.55 | ||||||
0845-1-0A |
W PIPE DCTL IRON RSTRND JOINT 12 IN | LF |
31.00 | 0014 | $41.650000 | $-1,291.15 | ||||||
0815-1-0A |
W FIRE HYDRANT ASSEMBLY | EACH |
1.00 | 0015 | $3737.106000 | $-3,737.10 | ||||||
0835-2-0A |
W PIPE DUCTILE IRON 12 INCH INCIDENTAL | LF |
69.50 | 0015 | $8.060390 | $-560.20 | ||||||
0835-1-0A |
W PIPE DUCTILE IRON 12 INCH | LF |
69.50 | 0015 | $44.900000 | $-3,120.55 | ||||||
0845-1-0A |
W PIPE DCTL IRON RSTRND JOINT 12 IN | LF |
395.00 | 0015 | $41.650000 | $-16,451.75 | ||||||
0835-2-0A |
W PIPE DUCTILE IRON 12 INCH INCIDENTAL | LF |
162.00 | 0016 | $8.060390 | $-1,305.78 | ||||||
0835-1-0A |
W PIPE DUCTILE IRON 12 INCH | LF |
162.00 | 0016 | $44.900000 | $-7,273.80 | ||||||
0845-1-0A |
W PIPE DCTL IRON RSTRND JOINT 12 IN | LF |
22.00 | 0016 | $41.650000 | $-916.30 | ||||||
0835-2-0A |
W PIPE DUCTILE IRON 12 INCH INCIDENTAL | LF |
192.50 | 0017 | $8.060390 | $-1,551.62 | ||||||
0835-1-0A |
W PIPE DUCTILE IRON 12 INCH | LF |
192.50 | 0017 | $44.900000 | $-8,643.25 | ||||||
0845-1-0A |
W PIPE DCTL IRON RSTRND JOINT 12 IN | LF |
279.00 | 0017 | $41.650000 | $-11,620.35 | ||||||
0585-1-0A |
STORM SEWER PIPE-15 IN | LF |
34.00 | 0018 | $20.628990 | $-701.39 | ||||||
0590-1-0A |
STORM SEWER PIPE-18 IN | LF |
63.00 | 0018 | $16.845550 | $-1,061.27 | ||||||
0645-1-0A |
CURB BOX INLET TYPE A | EACH |
2.00 | 0018 | $3554.117650 | $-7,108.24 | ||||||
0945-3-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
432.00 | 0018 | $44.172480 | $-19,082.51 | ||||||
0945-2-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN INC | LF |
432.00 | 0018 | $13.018190 | $-5,623.86 | ||||||
0945-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
432.00 | 0018 | $93.304050 | $-40,307.35 | ||||||
0585-1-0A |
STORM SEWER PIPE-15 IN | LF |
236.00 | 0019 | $20.628990 | $-4,868.44 | ||||||
0590-1-0A |
STORM SEWER PIPE-18 IN | LF |
320.00 | 0019 | $16.845550 | $-5,390.57 | ||||||
0645-1-0A |
CURB BOX INLET TYPE A | EACH |
4.00 | 0019 | $3554.117650 | $-14,216.47 | ||||||
0660-1-0A |
DROP BOX INLET TYPE 13G | EACH |
0.50 | 0019 | $1812.600000 | $-906.30 | ||||||
0945-3-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
828.00 | 0019 | $44.172480 | $-36,574.81 | ||||||
0945-2-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN INC | LF |
828.00 | 0019 | $13.018190 | $-10,779.06 | ||||||
0945-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
828.00 | 0019 | $93.304050 | $-77,255.75 | ||||||
0590-1-0A |
STORM SEWER PIPE-18 IN | LF |
206.00 | 0020 | $16.845550 | $-3,470.18 | ||||||
0645-1-0A |
CURB BOX INLET TYPE A | EACH |
1.50 | 0020 | $3554.117650 | $-5,331.18 | ||||||
0945-3-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
722.00 | 0020 | $44.172480 | $-31,892.53 | ||||||
0945-2-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN INC | LF |
722.00 | 0020 | $13.018190 | $-9,399.13 | ||||||
0945-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
722.00 | 0020 | $93.304050 | $-67,365.52 | ||||||
0945-3-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
630.00 | 0021 | $44.172480 | $-27,828.66 | ||||||
0945-2-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN INC | LF |
630.00 | 0021 | $13.018190 | $-8,201.46 | ||||||
0945-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
630.00 | 0021 | $93.304050 | $-58,781.55 | ||||||
0645-1-0A |
CURB BOX INLET TYPE A | EACH |
7.50 | 0022 | $3554.117650 | $-26,655.88 | ||||||
0945-3-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
648.00 | 0022 | $44.172480 | $-28,623.77 | ||||||
0945-2-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN INC | LF |
648.00 | 0022 | $13.018190 | $-8,435.79 | ||||||
0945-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
648.00 | 0022 | $93.304050 | $-60,461.02 | ||||||
0945-3-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
180.00 | 0023 | $44.172480 | $-7,951.05 | ||||||
0945-2-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN INC | LF |
180.00 | 0023 | $13.018190 | $-2,343.27 | ||||||
0945-1-0A |
S FORCE MAIN DCTL IRON RSTRND 18 IN | LF |
180.00 | 0023 | $93.304050 | $-16,794.73 | ||||||
0645-1-0A |
CURB BOX INLET TYPE A | EACH |
0.50 | 0024 | $3554.117650 | $-1,777.06 | ||||||
0590-1-0A |
STORM SEWER PIPE-18 IN | LF |
91.00 | 0025 | $16.845550 | -1,532.94 | $-1,532.94 | |||||
| SUBTOT | $357,579.26 |
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