|
Report_Id: 151220 Est NO 0056 |
Date:05/13/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151220 | Estimate Number | 0056 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Logan, Decaris L. | ||||||
| Contractor | ROAD BUILDERS LLC | ADDR SN 0 VC Code KY0036477 | |||||
| CONSTRUCTION LLC | |||||||
| PO BOX 388 | |||||||
| GREENVILLE , KY , 42345 | |||||||
| Pay Period | 04/19/2019 TO 05/02/2019 | ||||||
| Date Approved | 05/10/2019 | ||||||
| Primary Proj Number | DE05490041520 | ||||||
| Project No. | NHPP 0411 (022) | ||||||
| Primary County | HOPKINS | ||||||
| Name of Road | MORTON'S GAP INTERCHANGE (9004) | ||||||
| Description | MORTON'S GAP INTERCHANGE (9004) | ||||||
| Date Let | 05/29/2015 | Formal Acceptance | |||||
| Date Awarded | 06/11/2015 | Date Work Began | 07/20/2015 | ||||
| Date Contract Executed | 06/29/2015 | Open To Traffic | |||||
| Date NTP Issued | 06/29/2015 | Actual Completion Date | 10/13/2017 | ||||
| Current Contract Amount | $14,339,246.55 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $14,042,963.01 |
Total Earnings | $13,653,395.77 |
$13,650,575.27 |
$2,820.50 |
|
| Percent Complete | 95.22 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $685,850.78 |
Gross Earnings | $13,653,395.77 |
$13,650,575.27 |
$2,820.50 |
|
| Total Change Orders | $296,283.54 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,653,395.77 |
$13,650,575.27 |
$2,820.50 |
|||
| Contract Id | 151220 | Change Order Summary |
County | HOPKINS | ||||||
| Estimate Nbr | 0056 | Project Number | NHPP 0411 (022) | |||||||
| Contractor | ROAD BUILDERS LLC | Period | 04/19/2019 TO 05/02/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Utility Issues and Embankment | Approved | 11/02/2017 | $252,174.14 | 21.0 | |||||
| 002 | Utility Issues | Approved | 10/31/2017 | $22,026.60 | 114.0 | |||||
| 004 | Lot Pay Override | Approved | 05/30/2018 | $0.00 | 0.0 | |||||
| 005 | Claim Settlement | Approved | 04/11/2019 | $22,082.80 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 151220 | COMMONWEALTH OF KENTUCKY |
County | HOPKINS | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE05490041520 | ||||||
| Estimate Nbr | 0056 | Period | 04/19/2019 TO 05/02/2019 | |||||||
| Contractor | ROAD BUILDERS LLC | |||||||||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | 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 | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 14,566.00 | 14,566.000 | 18,947.720 | 18,947.720 | 18.60 | 352,427.59 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 1,298.00 | 1,298.000 | 0.000 | 0.000 | 18.60 | 0.00 | |||
| 0015 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 9,396.00 | 9,396.000 | 4,964.960 | 4,964.960 | 42.40 | 210,514.30 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 131.00 | 131.000 | 136.860 | 136.860 | 98.00 | 13,412.28 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 16.00 | 16.000 | 16.420 | 16.420 | 990.00 | 16,255.80 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 9,384.00 | 9,384.000 | 2,189.980 | 2,189.980 | 55.66 | 121,894.28 | |||
| 0035 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 10,095.00 | 10,095.000 | 50.000 | 19,413.690 | 19,463.690 | 56.41 | 2,820.50 | 1,097,946.75 | |
| 0040 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 4,752.00 | 4,752.000 | 4,891.320 | 4,891.320 | 63.68 | 311,479.25 | |||
| 0045 | ASPHALT MIX FOR PAVEMENT WEDGE | 00263 | TON | 16,955.00 | 21,442.000 | 21,964.900 | 21,964.900 | 56.00 | 1,230,034.40 | |||
| 0050 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 1,438.00 | 1,438.000 | 2,021.670 | 2,021.670 | 69.00 | 139,495.23 | |||
| 0055 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 3,259.00 | 3,259.000 | 3,489.350 | 3,489.350 | 82.96 | 289,476.47 | |||
| 8006 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -2,891.490 | -2,891.490 | 1.00 | -2,891.49 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0002 ROADWAY | |||||||
| 0060 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 933.00 | 933.000 | 52.420 | 52.420 | 25.00 | 1,310.50 | |||
| 0065 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 32,413.00 | 8,268.000 | 28,032.176 | 28,032.176 | 17.60 | 493,366.29 | |||
| 0070 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 70.00 | 3,500.00 | |||
| 0075 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 23.00 | 23.000 | 33.000 | 33.000 | 5.67 | 187.11 | |||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 5.67 | 0.00 | |||
| 0085 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 12.00 | 12.000 | 7.000 | 7.000 | 5.67 | 39.69 | |||
| 0090 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 0095 | REMOVE PAVEMENT | 02091 | SQYD | 1,275.00 | 1,275.000 | 1,275.000 | 1,275.000 | 5.00 | 6,375.00 | |||
| 0100 | TEMP DITCH | 02159 | LF | 4,000.00 | 4,000.000 | 980.000 | 980.000 | 0.38 | 372.40 | |||
| 0105 | CLEAN TEMP DITCH | 02160 | LF | 4,000.00 | 4,000.000 | 682.000 | 682.000 | 0.11 | 75.02 | |||
| 0110 | EMBANKMENT IN PLACE | 02230 | CUYD | 133,174.00 | 133,174.000 | 135,001.900 | 135,001.900 | 8.18 | 1,104,315.54 | |||
| 0115 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 594.00 | 594.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0120 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,743.00 | 4,743.000 | 7,478.000 | 7,478.000 | 5.46 | 40,829.88 | |||
| 0125 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,849.50 | 4,849.500 | 5,677.500 | 5,677.500 | 15.45 | 87,717.37 | |||
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 51.50 | 51.50 | |||
| 0135 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 2,266.00 | 22,660.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 1,957.00 | 15,656.00 | |||
| 0145 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 618.00 | 3,090.00 | |||
| 0150 | REMOVE GUARDRAIL | 02381 | LF | 4,725.00 | 4,725.000 | 5,478.750 | 5,478.750 | 1.85 | 10,135.68 | |||
| 0155 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 412.00 | 1,648.00 | |||
| 0160 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0165 | WITNESS POST | 02432 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0170 | CLEARING AND GRUBBING (APPROXIMATELY 54.6 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 168,500.00 | 168,500.00 | |||
| 0175 | TEMPORARY SIGNS | 02562 | SQFT | 900.00 | 900.000 | 724.000 | 724.000 | 6.00 | 4,344.00 | |||
| 0180 | EDGE KEY | 02585 | LF | 284.00 | 284.000 | 576.000 | 576.000 | 40.00 | 23,040.00 | |||
| 0185 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 56,190.00 | 56,190.000 | 40,342.540 | 40,342.540 | 1.35 | 54,462.42 | |||
| 0190 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,370.00 | 4,370.000 | 2,043.784 | 2,043.784 | 2.00 | 4,087.56 | |||
| 0195 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 0200 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0205 | LANE CLOSURE | 02653 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 750.00 | 4,500.00 | |||
| 0210 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0215 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,575.00 | 2,575.00 | |||
| 0220 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,226.00 | 1,226.000 | 1,014.760 | 1,014.760 | 19.06 | 19,341.32 | |||
| 0225 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 22,363.00 | 22,363.000 | 25,497.000 | 25,497.000 | 0.46 | 11,728.62 | |||
| 0230 | TEMP SILT FENCE | 02701 | LF | 10,000.00 | 10,000.000 | 2,481.000 | 2,481.000 | 1.68 | 4,168.08 | |||
| 0235 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0240 | SILT TRAP TYPE B | 02704 | EACH | 50.00 | 50.000 | 65.000 | 65.000 | 140.00 | 9,100.00 | |||
| 0245 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0250 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0255 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 150.00 | 150.000 | 21.000 | 21.000 | 10.00 | 210.00 | |||
| 0260 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 60.00 | 60.000 | 41.000 | 41.000 | 10.00 | 410.00 | |||
| 0265 | CLEAN TEMP SILT FENCE | 02709 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0270 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0275 | REMOVE STRUCTURE (EXISTING BRIDGE CR 1152, TRUCK STOP ENT | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0280 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0285 | CRASH CUSHION TYPE IX | 02929 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,356.00 | 16,068.00 | |||
| 0290 | EROSION CONTROL BLANKET | 05950 | SQYD | 20,400.00 | 20,400.000 | 20,293.330 | 20,293.330 | 1.15 | 23,337.32 | |||
| 0295 | TEMP MULCH | 05952 | SQYD | 100,000.00 | 100,000.000 | 53,555.551 | 53,555.551 | 0.16 | 8,568.88 | |||
| 0300 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 100,000.00 | 100,000.000 | 124,000.990 | 124,000.990 | 0.20 | 24,800.19 | |||
| 0305 | INITIAL FERTILIZER | 05963 | TON | 7.00 | 7.000 | 7.000 | 7.000 | 800.00 | 5,600.00 | |||
| 0310 | 20-10-10 FERTILIZER | 05964 | TON | 1.30 | 1.300 | 1.300 | 1.300 | 950.00 | 1,235.00 | |||
| 0315 | SEEDING AND PROTECTION | 05985 | SQYD | 199,400.00 | 199,400.000 | 187,207.450 | 187,207.450 | 0.31 | 58,034.30 | |||
| 0320 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 20,400.00 | 20,400.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0325 | AGRICULTURAL LIMESTONE | 05992 | TON | 139.00 | 139.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0330 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 136.00 | 136.000 | 136.000 | 136.000 | 28.00 | 3,808.00 | |||
| 0335 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 45.00 | 45.000 | 45.000 | 45.000 | 28.00 | 1,260.00 | |||
| 0340 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 27,500.00 | 27,500.000 | 66,602.000 | 66,602.000 | 0.20 | 13,320.40 | |||
| 0345 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 14,929.00 | 14,929.000 | 14,788.000 | 14,788.000 | 0.23 | 3,401.24 | |||
| 0350 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 15,067.00 | 15,067.000 | 5,437.000 | 5,437.000 | 0.34 | 1,848.58 | |||
| 0355 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,049.00 | 1,049.000 | 578.000 | 578.000 | 6.13 | 3,543.14 | |||
| 0360 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.49 | 0.00 | |||
| 0365 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.49 | 0.00 | |||
| 0370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 343.00 | 343.000 | 177.000 | 177.000 | 11.28 | 1,996.56 | |||
| 0375 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 113.30 | 793.10 | |||
| 0380 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 23.18 | 0.00 | |||
| 0385 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 139.00 | 139.000 | 0.000 | 0.000 | 23.18 | 0.00 | |||
| 0390 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 23.18 | 0.00 | |||
| 0395 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 51.00 | 51.000 | 29.000 | 29.000 | 15.00 | 435.00 | |||
| 0400 | CONCRETE-CLASS A | 08100 | CUYD | 112.00 | 112.000 | 97.000 | 97.000 | 450.00 | 43,650.00 | |||
| 0405 | STEEL REINFORCEMENT | 08150 | LB | 784.00 | 784.000 | 784.000 | 784.000 | 1.00 | 784.00 | |||
| 0410 | FUEL ADJUSTMENT | 10020NS | DOLL | 96,943.00 | 96,943.000 | -69,250.420 | -69,250.420 | 1.00 | -69,250.42 | |||
| 0415 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 104,583.00 | 104,583.000 | -191,345.270 | -191,345.270 | 1.00 | -191,345.27 | |||
| 0420 | JOINT ADHESIVE | 20071EC | LF | 3,831.00 | 3,831.000 | 8,020.000 | 8,020.000 | 1.03 | 8,260.60 | |||
| 0425 | COHESIVE PILE CORE | 20210EN | CUYD | 224.00 | 224.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0430 | SAWCUT PAVEMENT | 20550ND | LF | 6,423.00 | 6,423.000 | 5,959.000 | 5,959.000 | 2.00 | 11,918.00 | |||
| 0435 | LONGITUDINAL EDGE KEY | 21289ED | LF | 3,831.00 | 3,831.000 | 3,273.000 | 3,273.000 | 6.00 | 19,638.00 | |||
| 0440 | DURABLE WATERBORNE MARKING-6 IN W | 23140EN | MILE | 1.61 | 1.619 | 0.000 | 0.000 | 2,406.00 | 0.00 | |||
| 0445 | DURABLE WATERBORNE MARKING-6 IN Y | 23141EN | MILE | 0.76 | 0.767 | 0.000 | 0.000 | 2,406.00 | 0.00 | |||
| 0450 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 732.00 | 732.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0455 | RELOCATE (CIVIL DEFENSE SIREN) | 24605ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,718.00 | 1,718.00 | |||
| 8000 | GRANULAR EMBANKMENT | 20072ES805 | TON | 0.00 | 24,145.000 | 0.000 | 0.000 | 16.60 | 0.00 | |||
| 8003 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 20,998.070 | 20,998.070 | 20,998.070 | 1.00 | 20,998.07 | |||
| 8008 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0003 DRAINAGE | |||||||
| 0460 | ENTRANCE PIPE-18 IN | 00441 | LF | 78.00 | 78.000 | 88.000 | 88.000 | 40.00 | 3,520.00 | |||
| 0465 | CULVERT PIPE-15 IN | 00461 | LF | 74.00 | 74.000 | 77.000 | 77.000 | 72.00 | 5,544.00 | |||
| 0470 | CULVERT PIPE-18 IN | 00462 | LF | 254.00 | 254.000 | 254.000 | 254.000 | 78.00 | 19,812.00 | |||
| 0475 | CULVERT PIPE-24 IN | 00464 | LF | 108.00 | 108.000 | 108.000 | 108.000 | 82.00 | 8,856.00 | |||
| 0480 | CULVERT PIPE-30 IN | 00466 | LF | 314.00 | 314.000 | 306.000 | 306.000 | 89.00 | 27,234.00 | |||
| 0485 | CULVERT PIPE-42 IN | 00469 | LF | 62.00 | 62.000 | 54.000 | 54.000 | 160.00 | 8,640.00 | |||
| 0490 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 51.00 | 51.000 | 51.000 | 51.000 | 160.00 | 8,160.00 | |||
| 0495 | PERFORATED PIPE-4 IN | 01000 | LF | 13,163.00 | 13,163.000 | 8,489.000 | 8,489.000 | 5.15 | 43,718.35 | |||
| 0500 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 917.00 | 917.000 | 402.000 | 402.000 | 22.00 | 8,844.00 | |||
| 0505 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 850.00 | 3,400.00 | |||
| 0510 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 43.00 | 43.000 | 22.000 | 22.000 | 638.00 | 14,036.00 | |||
| 0515 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 0520 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,350.00 | 5,400.00 | |||
| 0525 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,450.00 | 2,900.00 | |||
| 0530 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0535 | PIPE CULVERT HEADWALL-36 IN EQUIV | 01213 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,900.00 | 7,800.00 | |||
| 0540 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 0545 | DROP BOX INLET TYPE 11 (ADDED: 5-2615) | 01544 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 0550 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0555 | CHANNEL LINING CLASS II | 02483 | TON | 159.00 | 159.000 | 188.220 | 188.220 | 33.00 | 6,211.26 | |||
| 0560 | CHANNEL LINING CLASS III | 02484 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0565 | SAFELOADING | 02690 | CUYD | 28.00 | 28.000 | 17.000 | 17.000 | 225.00 | 3,825.00 | |||
| 0570 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0575 | ENTRANCE PIPE-36 IN | 22581EN | LF | 38.00 | 38.000 | 38.000 | 38.000 | 85.00 | 3,230.00 | |||
| 0580 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 332.00 | 332.000 | 322.000 | 322.000 | 6.25 | 2,012.50 | |||
| 0585 | CLEAN (EXISTING PIPE) | 24543EC | LF | 544.00 | 544.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0004 BRIDGE - RAMP B OVER FLAT CREEK @ KY 813 - DWG. 27184 | |||||||
| 0590 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 211.00 | 211.000 | 217.480 | 217.480 | 46.00 | 10,004.08 | |||
| 0595 | MASONRY COATING | 02998 | SQYD | 3,003.00 | 3,003.000 | 3,003.000 | 3,003.000 | 9.00 | 27,027.00 | |||
| 0600 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.80 | 60.800 | 60.800 | 60.800 | 65.00 | 3,952.00 | |||
| 0605 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 331.00 | 331.000 | 331.000 | 331.000 | 16.00 | 5,296.00 | |||
| 0610 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 814.00 | 814.000 | 748.760 | 748.760 | 28.00 | 20,965.28 | |||
| 0615 | TEST PILES | 08033 | LF | 425.00 | 425.000 | 425.000 | 425.000 | 220.00 | 93,500.00 | |||
| 0620 | PILES-STEEL HP12X53 | 08046 | LF | 473.00 | 473.000 | 495.480 | 495.480 | 43.50 | 21,553.38 | |||
| 0625 | PILES-STEEL HP14X89 | 08051 | LF | 1,942.00 | 1,942.000 | 2,012.450 | 2,012.450 | 55.00 | 110,684.75 | |||
| 0630 | PILE POINTS-12 IN | 08094 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 125.00 | 1,625.00 | |||
| 0635 | PILE POINTS-14 IN | 08095 | EACH | 51.00 | 51.000 | 51.000 | 51.000 | 135.00 | 6,885.00 | |||
| 0640 | CONCRETE-CLASS A | 08100 | CUYD | 354.10 | 354.100 | 354.100 | 354.100 | 475.00 | 168,197.50 | |||
| 0645 | CONCRETE-CLASS AA | 08104 | CUYD | 715.50 | 715.500 | 716.290 | 716.290 | 550.00 | 393,959.50 | |||
| 0650 | STEEL REINFORCEMENT | 08150 | LB | 21,895.00 | 21,895.000 | 21,895.000 | 21,895.000 | 0.94 | 20,581.30 | |||
| 0655 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 214,023.00 | 214,023.000 | 214,220.000 | 214,220.000 | 1.09 | 233,499.80 | |||
| 0660 | EXPANSION DAM-NEOPRENE | 08473 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 215.00 | 6,020.00 | |||
| 0665 | APPROACH SLAB | 08500 | SQYD | 184.00 | 184.000 | 296.960 | 296.960 | 225.00 | 66,816.00 | |||
| 0670 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,291.00 | 1,291.000 | 1,291.000 | 1,291.000 | 95.00 | 122,645.00 | |||
| 0675 | PPC I-BEAM TYPE HN36-49 | 23963EC | LF | 2,544.60 | 2,544.600 | 2,544.600 | 2,544.600 | 260.00 | 661,596.00 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0005 BRIDGE - RAMP C - OVER FLAT CREEK - DWG. 27185 | |||||||
| 0680 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 339.00 | 339.000 | 412.710 | 412.710 | 46.00 | 18,984.66 | |||
| 0685 | MASONRY COATING | 02998 | SQYD | 2,928.00 | 2,928.000 | 3,332.710 | 3,332.710 | 1.00 | 3,332.71 | |||
| 0690 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 172.80 | 172.800 | 172.800 | 172.800 | 65.00 | 11,232.00 | |||
| 0695 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 228.00 | 228.000 | 228.000 | 228.000 | 16.00 | 3,648.00 | |||
| 0700 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 898.00 | 898.000 | 767.980 | 767.980 | 28.00 | 21,503.44 | |||
| 0705 | TEST PILES | 08033 | LF | 264.00 | 264.000 | 264.000 | 264.000 | 220.00 | 58,080.00 | |||
| 0710 | PILES-STEEL HP12X53 | 08046 | LF | 1,344.00 | 1,344.000 | 1,379.250 | 1,379.250 | 43.50 | 59,997.37 | |||
| 0715 | PILES-STEEL HP14X89 | 08051 | LF | 1,144.00 | 1,144.000 | 1,132.370 | 1,132.370 | 55.00 | 62,280.35 | |||
| 0720 | PILE POINTS-12 IN | 08094 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 125.00 | 3,750.00 | |||
| 0725 | PILE POINTS-14 IN | 08095 | EACH | 27.00 | 27.000 | 27.000 | 27.000 | 135.00 | 3,645.00 | |||
| 0730 | CONCRETE-CLASS A | 08100 | CUYD | 316.00 | 316.000 | 316.600 | 316.600 | 495.00 | 156,717.00 | |||
| 0735 | CONCRETE-CLASS AA | 08104 | CUYD | 609.90 | 609.900 | 609.900 | 609.900 | 570.00 | 347,643.00 | |||
| 0740 | STEEL REINFORCEMENT | 08150 | LB | 23,304.00 | 23,304.000 | 23,324.500 | 23,324.500 | 0.94 | 21,925.03 | |||
| 0745 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 177,587.00 | 177,587.000 | 177,587.000 | 177,587.000 | 1.09 | 193,569.83 | |||
| 0750 | APPROACH SLAB | 08500 | SQYD | 307.00 | 307.000 | 307.000 | 307.000 | 225.00 | 69,075.00 | |||
| 0755 | RAIL SYSTEM TYPE III | 21532ED | LF | 598.80 | 598.800 | 598.000 | 598.000 | 95.00 | 56,810.00 | |||
| 0760 | PPC I-BEAM TYPE HN36-49 | 23963EC | LF | 1,713.30 | 1,713.300 | 1,713.300 | 1,713.300 | 260.00 | 445,458.00 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0006 BRIDGE - CR 1152 OVER FLAT CREEK - DWG. 27186 | |||||||
| 0765 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 263.00 | 263.000 | 249.680 | 249.680 | 46.00 | 11,485.28 | |||
| 0770 | MASONRY COATING | 02998 | SQYD | 1,369.00 | 1,369.000 | 1,369.000 | 1,369.000 | 9.00 | 12,321.00 | |||
| 0775 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 100.80 | 100.800 | 100.800 | 100.800 | 65.00 | 6,552.00 | |||
| 0780 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 121.00 | 121.000 | 121.000 | 121.000 | 16.00 | 1,936.00 | |||
| 0785 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 748.00 | 748.000 | 692.550 | 692.550 | 28.00 | 19,391.40 | |||
| 0790 | TEST PILES | 08033 | LF | 217.00 | 217.000 | 217.000 | 217.000 | 220.00 | 47,740.00 | |||
| 0795 | PILES-STEEL HP12X53 | 08046 | LF | 489.00 | 489.000 | 502.110 | 502.110 | 43.50 | 21,841.78 | |||
| 0800 | PILES-STEEL HP14X89 | 08051 | LF | 958.00 | 958.000 | 988.660 | 988.660 | 55.00 | 54,376.30 | |||
| 0805 | PILE POINTS-12 IN | 08094 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 125.00 | 2,000.00 | |||
| 0810 | PILE POINTS-14 IN | 08095 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 135.00 | 3,510.00 | |||
| 0815 | CONCRETE-CLASS A | 08100 | CUYD | 205.10 | 205.100 | 205.100 | 205.100 | 515.00 | 105,626.50 | |||
| 0820 | CONCRETE-CLASS AA | 08104 | CUYD | 425.50 | 425.500 | 425.000 | 425.000 | 595.00 | 252,875.00 | |||
| 0825 | STEEL REINFORCEMENT | 08150 | LB | 13,203.00 | 13,203.000 | 13,203.000 | 13,203.000 | 0.94 | 12,410.82 | |||
| 0830 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 132,137.00 | 132,137.000 | 132,137.000 | 132,137.000 | 1.09 | 144,029.33 | |||
| 0835 | APPROACH SLAB | 08500 | SQYD | 296.00 | 296.000 | 296.000 | 296.000 | 225.00 | 66,600.00 | |||
| 0840 | RAIL SYSTEM TYPE III | 21532ED | LF | 586.00 | 586.000 | 586.000 | 586.000 | 95.00 | 55,670.00 | |||
| 0845 | PPC I-BEAM TYPE HN36-49 | 23963EC | LF | 1,430.30 | 1,430.300 | 1,430.000 | 1,430.000 | 260.00 | 371,800.00 | |||
| 8002 | STEEL REINFORCEMENT | 08150 | LB | 0.00 | 2,453.000 | 2,453.000 | 2,453.000 | 1.19 | 2,919.07 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0007 BRIDGE - RAMP C DOUBLE 10' X 5' RCBC EXTENSION - DWG. 271 | |||||||
| 0850 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 17.50 | 17.500 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0855 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0860 | CONCRETE-CLASS A | 08100 | CUYD | 48.20 | 48.200 | 48.200 | 48.200 | 795.00 | 38,319.00 | |||
| 0865 | STEEL REINFORCEMENT | 08150 | LB | 5,286.00 | 5,286.000 | 5,286.000 | 5,286.000 | 0.94 | 4,968.84 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0008 BRIDGE - SOIL NAIL WALL - DWG. 27188 | |||||||
| 0870 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0875 | MASONRY COATING | 02998 | SQYD | 434.00 | 434.000 | 434.000 | 434.000 | 9.00 | 3,906.00 | |||
| 0880 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0885 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,065.00 | 1,065.000 | 1,245.620 | 1,245.620 | 28.00 | 34,877.36 | |||
| 0890 | SOIL NAIL WALL | 20603ED | SQFT | 3,701.00 | 3,701.000 | 3,701.000 | 3,701.000 | 85.00 | 314,585.00 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0009 SEWER | |||||||
| 0895 | STEEL ENCASEMENT PIPE-BORE&JACK-12 IN | 01083 | LF | 200.00 | 200.000 | 390.000 | 390.000 | 142.17 | 55,446.30 | |||
| 0900 | STEEL ENCASEMENT PIPE-OPEN CUT-12 IN | 01084 | LF | 500.00 | 500.000 | 330.000 | 330.000 | 99.91 | 32,970.30 | |||
| 0905 | SAFELOADING (SAFELOAD ABANDONED CASING PIPES) | 02690 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 397.58 | 0.00 | |||
| 0910 | BEND 22.50 DEG 4 IN | 03544 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 417.15 | 0.00 | |||
| 0915 | BEND 45 DEG 4 IN | 03553 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 406.85 | 1,220.55 | |||
| 0920 | BEND 90 DEG 4 IN | 03559 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 434.60 | 434.60 | |||
| 0925 | SOLID SLEEVE 4IN (DIMJ) | 20826ED | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 196.10 | 196.10 | |||
| 0930 | AIR RELEASE VALVE ASSEMBLY (FORCE MAIN) | 22082NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,941.55 | 0.00 | |||
| 0935 | CONNECT TO FORCE MAIN-4 IN | 22131NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,286.60 | 4,573.20 | |||
| 0940 | CONNECT TO SEWER MAIN (TRANSFER 1" FM SERVICE TO NEW 4" SERVIC | 22139NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,446.25 | 0.00 | |||
| 0945 | PVC FORCE MAIN-4 IN (SDR 21 PIPE) | 23599EC | LF | 2,208.00 | 2,208.000 | 2,315.840 | 2,315.840 | 30.90 | 71,559.45 | |||
| 0950 | CUT AND PLUG-4 IN | 24203EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 113.30 | 113.30 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0010 SIGNING | |||||||
| 0955 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 0960 | BARRIER MOUNTING BRACKET | 04904 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 154.50 | 772.50 | |||
| 0965 | GMSS GALV STEEL TYPE A | 06400 | LB | 3,835.00 | 3,835.000 | 3,720.000 | 3,720.000 | 2.63 | 9,783.60 | |||
| 0970 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,664.00 | 1,664.000 | 1,729.200 | 1,729.200 | 18.54 | 32,059.36 | |||
| 0975 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 210.00 | 210.000 | 210.000 | 210.000 | 12.88 | 2,704.80 | |||
| 0980 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 650.00 | 650.000 | 684.800 | 684.800 | 13.91 | 9,525.56 | |||
| 0985 | STEEL POST TYPE 1 | 06410 | LF | 1,332.00 | 1,332.000 | 1,520.000 | 1,520.000 | 7.73 | 11,749.60 | |||
| 0990 | GMSS GALV STEEL TYPE C | 06441 | LB | 7,281.00 | 7,281.000 | 7,904.500 | 7,904.500 | 6.18 | 48,849.81 | |||
| 0995 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 103.00 | 2,060.00 | |||
| 1000 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 38.00 | 38.000 | 40.860 | 40.860 | 412.00 | 16,834.32 | |||
| 1005 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,370.00 | 1,370.000 | 1,607.000 | 1,607.000 | 1.65 | 2,651.55 | |||
| 1010 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 477.00 | 1,908.00 | |||
| 1015 | ROADWAY CROSS SECTION | 20419ND | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 25.75 | 0.00 | |||
| 1020 | BARRIER WALL POST | 20912ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 592.25 | 2,961.25 | |||
| 1025 | REMOVE SIGN | 21373ND | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 0.01 | 0.06 | |||
| 1030 | GMSS TYPE D | 21596ND | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 412.00 | 5,356.00 | |||
| 1035 | BARCODE SIGN INVENTORY | 24631EC | EACH | 120.00 | 120.000 | 0.000 | 0.000 | 5.15 | 0.00 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0011 LIGHTING | |||||||
| 1040 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 34,735.72 | 277,885.76 | |||
| 1045 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 28,971.84 | 28,971.84 | |||
| 1050 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 1,326.64 | 63,678.72 | |||
| 1055 | CONDUIT-3 IN | 04797 | LF | 1,660.00 | 1,660.000 | 1,510.000 | 1,510.000 | 51.50 | 77,765.00 | |||
| 1060 | MARKER | 04800 | EACH | 12.00 | 12.000 | 20.000 | 20.000 | 515.00 | 10,300.00 | |||
| 1065 | TRENCHING AND BACKFILLING | 04820 | LF | 10,275.00 | 10,275.000 | 10,778.000 | 10,778.000 | 1.03 | 11,101.34 | |||
| 1070 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 1,650.00 | 1,650.000 | 1,788.000 | 1,788.000 | 3.61 | 6,454.68 | |||
| 1075 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 2,300.00 | 2,300.000 | 2,401.000 | 2,401.000 | 4.12 | 9,892.12 | |||
| 1080 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 6,325.00 | 6,325.000 | 6,589.000 | 6,589.000 | 5.15 | 33,933.35 | |||
| 1085 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,720.00 | 24,720.00 | |||
| 1090 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 11.00 | 11.000 | 12.000 | 12.000 | 2,060.00 | 24,720.00 | |||
| 1095 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 46,350.00 | 46,350.00 | |||
| 1100 | BORE AND JACK CONDUIT | 21543EN | LF | 1,660.00 | 1,660.000 | 1,437.000 | 1,437.000 | 5.15 | 7,400.55 | |||
| 1105 | POLE BASE-HIGH MAST | 23161EN | CUYD | 78.00 | 78.000 | 78.000 | 78.000 | 515.00 | 40,170.00 | |||
| 8007 | ADMINISTRATIVE SETTLEMENT Lighting Claim | 10104NX | DOLL | 0.00 | 22,082.800 | 22,082.800 | 22,082.800 | 1.00 | 22,082.80 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0012 WATERLINE | |||||||
| 1110 | STEEL ENCASEMENT PIPE-BORE&JACK-12 IN | 01083 | LF | 200.00 | 200.000 | 330.000 | 330.000 | 143.17 | 47,246.10 | |||
| 1115 | STEEL ENCASEMENT PIPE-OPEN CUT-12 IN | 01084 | LF | 655.00 | 655.000 | 545.000 | 545.000 | 99.91 | 54,450.95 | |||
| 1120 | DUCTILE IRON PIPE-4 IN (WATER - CL 350 PIPE) | 01091 | LF | 599.00 | 599.000 | 580.000 | 580.000 | 64.89 | 37,636.20 | |||
| 1125 | SAFELOADING (SAFELOAD ABANDONED CASING PIPES) | 02690 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 397.58 | 0.00 | |||
| 1130 | PVC PIPE-3 IN (WATER - DR 18 PIPE) | 03382 | LF | 10.00 | 10.000 | 16.000 | 16.000 | 30.90 | 494.40 | |||
| 1135 | PVC PIPE-4 IN (WATER - DR 18 PIPE) | 03383 | LF | 557.00 | 557.000 | 564.000 | 564.000 | 84.46 | 47,635.44 | |||
| 1140 | PVC PIPE-6 IN (WATER DR 18 PIPE) | 03385 | LF | 2,835.00 | 2,835.000 | 2,855.500 | 2,855.500 | 36.05 | 102,940.77 | |||
| 1145 | GATE VALVE-3 IN (DIMJ) | 03523 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,194.80 | 1,194.80 | |||
| 1150 | GATE VALVE-4 IN (DIMJ) | 03524 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,303.80 | 1,303.80 | |||
| 1155 | GATE VALVE-6 IN (DIMJ) | 03526 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,462.60 | 8,775.60 | |||
| 1160 | BEND 22.50 DEG 4 IN (DIMJ) | 03544 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 406.85 | 406.85 | |||
| 1165 | BEND 22.50 DEG 6 IN | 03545 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 468.65 | 937.30 | |||
| 1170 | BEND 45 DEG 4 IN (DIMJ) | 03553 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 412.00 | 2,472.00 | |||
| 1175 | BEND 45 DEG 6 IN | 03554 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 478.95 | 2,873.70 | |||
| 1180 | BEND 90 DEG 6 IN | 03560 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 484.10 | 968.20 | |||
| 1185 | REDUCER (DIMJ 6" X 3") | 20056NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 437.75 | 437.75 | |||
| 1190 | CONNECT TO WATER MAIN (TWO 6" CONNECTS, TWO 3" CONNECTS) | 20081NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,291.75 | 9,167.00 | |||
| 1195 | CONNECT TO SERVICE (RECONNECT 4" WATER SERVICE) | 20083NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,291.75 | 2,291.75 | |||
| 1200 | SOLID SLEEVE-6 IN | 20120EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 257.50 | 515.00 | |||
| 1205 | TEE AND BLOCK 6 IN X 6 IN X 6 IN (DIMJ) | 20644ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 633.45 | 1,266.90 | |||
| 1210 | SOLID SLEEVE 4IN (DIMJ) | 20826ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 190.55 | 190.55 | |||
| 1215 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,237.55 | 5,237.55 | |||
| 1220 | CUT AND PLUG 6 IN | 21114ND | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 623.15 | 3,115.75 | |||
| 1225 | AIR RELEASE VALVE ASSEMBLY (WATER MAIN) | 22082NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,369.90 | 1,369.90 | |||
| 1230 | CAP AND BLOCK-6 IN | 22605NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 144.20 | 0.00 | |||
| 1235 | CONC/STEEL ENCASED CREEK CROSSING (CREEK CROSSING INCLUDES 12" STEEL ENCAS | 23014EN | LF | 40.00 | 40.000 | 80.000 | 80.000 | 522.21 | 41,776.80 | |||
| 1240 | BEND 45 DEG-3 IN (DIMJ) | 23831EC | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 406.85 | 406.85 | |||
| 1245 | CUT AND PLUG-4 IN | 24203EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 114.45 | 114.45 | |||
| 1250 | TEE AND BLOCK-6 X 6 X 4 IN (DIMJ) | 24206EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 602.55 | 602.55 | |||
| 1255 | CUT AND PLUG 3 IN | 24237ND | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 113.30 | 113.30 | |||
| 1260 | METER AND BOX (FOR 3" & 4" METERS) | 24483ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,905.00 | 27,810.00 | |||
| 1265 | SOLID SLEEVE (3" DIAMETER DIMJ) | 24600EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 175.10 | 175.10 | |||
| 8001 | WATER METER | 22866NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,130.00 | 1,130.00 | |||
| 8004 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 22,026.600 | 22,026.600 | 22,026.600 | 1.00 | 22,026.60 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0013 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1270 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 649,000.00 | 649,000.00 | |||
| 1275 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 199,500.00 | 0.00 | |||
| Project | DE05490041520 | Fed/State Project Number | NHPP 0411 (022) | Category | 0014 TRAINEE | |||||||
| 1280 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $2,820.50 |
$13,653,395.72 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0650-1-0I |
STEEL REINUN 615GR60 | LB |
27,539.00 | 0002 | $0.434310 | $11,960.46 | ||||||
0655-1-0I |
STL REINEXCO 615GR60 | LB |
6,217.00 | 0002 | $0.588560 | $3,659.07 | ||||||
0715-1-0I |
PILES | LF |
1,000.00 | 0002 | $32.224000 | $32,224.00 | ||||||
0650-2-0I |
STEEL REINUN 615GR60 | LB |
19,139.00 | 0004 | $0.457200 | $8,312.42 | ||||||
0655-2-0I |
STL REINEXCO 615GR60 | LB |
4,869.00 | 0004 | $0.644800 | $3,139.53 | ||||||
0650-3-0I |
STEEL REINUN 615GR60 | LB |
21,895.00 | 0007 | $0.457200 | $9,509.87 | ||||||
0740-1-0I |
STEEL REINUN 615GR60 | LB |
18,531.00 | 0007 | $0.457200 | $8,048.75 | ||||||
0830-2-0I |
STL REINEXCO 615GR60 | LB |
9,988.00 | 0007 | $0.540200 | $2,046.51 | ||||||
0830-1-0I |
STL REINEXCO 615GR60 | LB |
119,138.00 | 0007 | $0.540200 | $61,137.73 | ||||||
0655-3-0I |
STEEL, REINEPCOATED | LB |
135,224.00 | 0011 | $0.513190 | $69,395.60 | ||||||
0655-4-0I |
STL REINEXCO 615GR60 | LB |
40,118.00 | 0020 | $0.540200 | $21,671.74 | ||||||
1040-1-0I |
STEEL REINUN 615GR60 | EACH |
8.00 | 0021 | $23123.460800 | $184,987.68 | ||||||
1040-2-0I |
STEEL REINUN 615GR60 | EACH |
3.00 | 0034 | $23123.460800 | $69,370.38 | ||||||
0650-1-0A |
STEEL REINUN 615GR60 | LB |
5,993.00 | 0004 | $0.434310 | $-2,602.82 | ||||||
0650-2-0A |
STEEL REINUN 615GR60 | LB |
5,693.35 | 0004 | $0.457200 | $-2,472.73 | ||||||
0650-2-0A |
STEEL REINUN 615GR60 | LB |
5,588.85 | 0005 | $0.457200 | $-2,427.34 | ||||||
0650-1-0A |
STEEL REINUN 615GR60 | LB |
5,883.00 | 0005 | $0.434310 | $-2,555.05 | ||||||
0655-1-0A |
STL REINEXCO 615GR60 | LB |
1,492.00 | 0005 | $0.588560 | $-878.13 | ||||||
0655-2-0A |
STL REINEXCO 615GR60 | LB |
1,492.00 | 0005 | $0.644800 | $-962.04 | ||||||
0650-2-0A |
STEEL REINUN 615GR60 | LB |
7,856.80 | 0006 | $0.457200 | $-3,412.35 | ||||||
0650-1-0A |
STEEL REINUN 615GR60 | LB |
10,019.00 | 0006 | $0.434310 | $-4,351.35 | ||||||
0655-3-0A |
STEEL, REINEPCOATED | LB |
110,000.00 | 0017 | $0.513190 | $-56,450.90 | ||||||
0655-2-0A |
STL REINEXCO 615GR60 | LB |
3,377.00 | 0017 | $0.644800 | $-2,177.49 | ||||||
0655-1-0A |
STL REINEXCO 615GR60 | LB |
4,725.00 | 0017 | $0.588560 | $-2,780.94 | ||||||
0655-3-0A |
STEEL, REINEPCOATED | LB |
25,224.00 | 0018 | $0.513190 | $-12,944.70 | ||||||
0655-4-0A |
STL REINEXCO 615GR60 | LB |
197.00 | 0021 | $0.540200 | $-106.42 | ||||||
0830-2-0A |
STL REINEXCO 615GR60 | LB |
9,988.00 | 0022 | $0.540200 | $-2,046.51 | ||||||
0830-1-0A |
STL REINEXCO 615GR60 | LB |
119,138.00 | 0022 | $0.540200 | $-61,137.73 | ||||||
1040-1-0A |
STEEL REINUN 615GR60 | EACH |
5.00 | 0031 | $23123.460800 | $-115,617.30 | ||||||
1040-2-0A |
STEEL REINUN 615GR60 | EACH |
3.00 | 0048 | $23123.460800 | $-69,370.38 | ||||||
0650-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0034 | $0.434310 | $-2,451.24 | ||||||
0650-30C |
STEEL REINUN 615GR60 | LB |
0.00 | 0034 | $0.434340 | $-9,509.87 | ||||||
0655-40C |
STL REINEXCO 615GR60 | LB |
0.00 | 0034 | $0.540200 | $-21,565.32 | ||||||
0715-10C |
PILES | LF |
0.00 | 0034 | $32.224000 | $-32,224.00 | ||||||
0740-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0034 | $0.434340 | $-8,048.75 | ||||||
1040-10C |
STEEL REINUN 615GR60 | EACH |
0.00 | 0034 | $23123.460000 | $-69,370.38 | ||||||
| SUBTOT | $0.00 |
|||||||||||