|
Report_Id: 191238 Est NO 0062 |
Date:07/22/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191238 | Estimate Number | 0062 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04320) Jewell, William Chaz | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 05/18/2024 TO 06/30/2024 | ||||||
| Date Approved | 07/10/2024 | ||||||
| Primary Proj Number | DE10905551938 | ||||||
| Project No. | NHPP 6000 (143), NHPP 6000 (143) | ||||||
| Primary County | TAYLOR | ||||||
| Name of Road | CAMPBELLSVILLE BYPASS (KY 555) | ||||||
| Description | HEARTLAND PARKWAY: IMPROVE MOBILITY AND CONNECTIVITY VIA NEW CAMPBELLSVILLE BYPASS FROM KY 55 SOUTH OF CAMPBELLSVILLE TO | ||||||
| Date Let | 09/20/2019 | Formal Acceptance | |||||
| Date Awarded | 10/02/2019 | Date Work Began | 02/25/2020 | ||||
| Date Contract Executed | 10/29/2019 | Open To Traffic | |||||
| Date NTP Issued | 10/29/2019 | Actual Completion Date | 05/18/2022 | ||||
| Current Contract Amount | $16,770,508.59 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $16,824,718.46 |
Total Earnings | $15,908,008.92 |
$15,891,510.42 |
$16,498.50 |
|
| Percent Complete | 94.86 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
| Funds Available | $862,499.66 |
Gross Earnings | $15,908,008.93 |
$15,891,510.43 |
$16,498.50 |
|
| Total Change Orders | $-54,209.87 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $15,908,008.93 |
$15,891,510.43 |
$16,498.50 |
|||
| Contract Id | 191238 | Change Order Summary |
County | TAYLOR | ||||||
| Estimate Nbr | 0062 | Project Number | NHPP 6000 (143), NHPP 6000 (143) | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 05/18/2024 TO 06/30/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | VE Grade Raise | Approved | 12/01/2020 | $-143,795.39 | 0.0 | |||||
| 002 | Fuel Adjustment Override | Approved | 11/12/2020 | $0.00 | 0.0 | |||||
| 003 | Asphalt Adjustment Override | Approved | 11/12/2020 | $0.00 | 0.0 | |||||
| 004 | Spring box removal, Abutment 1 redesign, Mass Concrete | Approved | 07/08/2021 | $28,585.52 | 8.0 | |||||
| 005 | Undercut/Granular Embankment Time extension Cement Stabilize | Approved | 08/23/2022 | $61,000.00 | 15.0 | |||||
| 006 | Non-Spec Material Override | Approved | 03/08/2022 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 191238 | COMMONWEALTH OF KENTUCKY |
County | TAYLOR | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE10905551938 | ||||||
| Estimate Nbr | 0062 | Period | 05/18/2024 TO 06/30/2024 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | DE10905551938 | Fed/State Project Number | NHPP 6000 (143) | 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 | DE10905551938 | Fed/State Project Number | NHPP 6000 (143) | Category | 0001 PAVING - ASPHALT ALTERNATE | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 57,786.00 | 57,786.000 | 54,488.270 | 54,488.270 | 18.80 | 1,024,379.47 | |||
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 105,619.00 | 105,619.000 | 108,435.220 | 108,435.220 | 2.52 | 273,256.75 | |||
| 0015 | LIME | 00014 | TON | 1,872.00 | 1,272.000 | 1,214.530 | 1,214.530 | 189.00 | 229,546.17 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 303.00 | 303.000 | 0.000 | 0.000 | 21.50 | 0.00 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 425.00 | 425.000 | 319.030 | 319.030 | 80.00 | 25,522.40 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 51.00 | 51.000 | 39.430 | 39.430 | 825.00 | 32,529.75 | |||
| 0035 | LEVELING & WEDGING PG64-22 | 00190 | TON | 847.00 | 847.000 | 982.570 | 982.570 | 80.75 | 79,342.52 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,702.00 | 3,702.000 | 3,249.660 | 3,249.660 | 69.99 | 227,443.70 | |||
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 29,989.00 | 29,989.000 | 31,606.070 | 31,606.070 | 67.50 | 2,133,409.72 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,233.00 | 1,233.000 | 1,587.970 | 1,587.970 | 80.75 | 128,228.57 | |||
| 0055 | ASPHALT CURING SEAL | 00358 | TON | 106.00 | 106.000 | 113.940 | 113.940 | 675.00 | 76,909.50 | |||
| 0060 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 8,046.00 | 8,046.000 | 8,486.170 | 8,486.170 | 82.99 | 704,267.24 | |||
| 0065 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 308.00 | 308.000 | 308.000 | 308.000 | 101.00 | 31,108.00 | |||
| 0070 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0075 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 38.00 | 38.000 | 108.450 | 108.450 | 160.00 | 17,352.00 | |||
| 0080 | SAND FOR BLOTTER | 02702 | TON | 264.00 | 264.000 | 47.330 | 47.330 | 50.00 | 2,366.50 | |||
| 0085 | PAVEMENT ADJUSTMENT (ASPHALT) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 648,812.54 | 0.00 | |||
| 0090 | JOINT ADHESIVE | 20071EC | LF | 32,597.00 | 32,597.000 | 29,637.000 | 29,637.000 | 0.75 | 22,227.75 | |||
| 0095 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 47.00 | 47.000 | 68.990 | 68.990 | 750.00 | 51,742.50 | |||
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | -39.310 | -39.310 | 1.00 | -39.31 | |||
| 8007 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | -0.280 | -0.280 | 1.00 | -0.28 | |||
| 8010 | NON-SPEC MATERIAL SS-1H | 10070NS | DOLL | 0.00 | 0.001 | -1,206.110 | -1,206.110 | 1.00 | -1,206.11 | |||
| Project | DE10905551938 | Fed/State Project Number | NHPP 6000 (143) | Category | 0003 ROADWAY - ASPHALT ALTERNATE | |||||||
| 0205 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 908.00 | 908.000 | 408.000 | 408.000 | 33.00 | 13,464.00 | |||
| 0210 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4,690.00 | 4,690.000 | 1,420.140 | 1,420.140 | 18.50 | 26,272.59 | |||
| 0215 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 92.00 | 92.000 | 92.000 | 92.000 | 60.00 | 5,520.00 | |||
| 0220 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 146.00 | 146.000 | 142.000 | 142.000 | 8.00 | 1,136.00 | |||
| 0225 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 8.00 | 192.00 | |||
| 0230 | BARRICADE-TYPE III | 02014 | EACH | 31.00 | 31.000 | 8.000 | 8.000 | 179.50 | 1,436.00 | |||
| 0235 | REMOVE PAVEMENT | 02091 | SQYD | 144.00 | 144.000 | 0.000 | 0.000 | 4.30 | 0.00 | |||
| 0240 | TEMP DITCH | 02159 | LF | 12,141.00 | 12,141.000 | 5,100.000 | 5,100.000 | 0.01 | 51.00 | |||
| 0245 | CLEAN TEMP DITCH | 02160 | LF | 6,071.00 | 6,071.000 | 200.000 | 200.000 | 0.01 | 2.00 | |||
| 0250 | ROADWAY EXCAVATION | 02200 | CUYD | 707,431.00 | 624,620.000 | 644,135.000 | 644,135.000 | 3.87 | 2,492,802.45 | |||
| 0255 | GRANULAR EMBANKMENT | 02223 | CUYD | 3,778.00 | 3,778.000 | 7,218.480 | 7,218.480 | 18.50 | 133,541.88 | |||
| 0260 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 270.00 | 270.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0265 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 33,234.00 | 33,234.000 | 35,389.000 | 35,389.000 | 4.64 | 164,204.96 | |||
| 0270 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 10,400.00 | 10,400.000 | 9,865.000 | 9,865.000 | 13.60 | 134,164.00 | |||
| 0275 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 50.00 | 400.00 | |||
| 0280 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0285 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 20.00 | 20.000 | 19.000 | 19.000 | 2,500.00 | 47,500.00 | |||
| 0290 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0295 | REMOVE GUARDRAIL | 02381 | LF | 1,194.00 | 1,194.000 | 1,362.500 | 1,362.500 | 2.00 | 2,725.00 | |||
| 0300 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 170.00 | 170.000 | 170.000 | 170.000 | 142.00 | 24,140.00 | |||
| 0305 | WITNESS POST | 02432 | EACH | 27.00 | 27.000 | 27.000 | 27.000 | 66.50 | 1,795.50 | |||
| 0310 | CLEAN SINKHOLE | 02469 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 1,654.00 | 9,924.00 | |||
| 0315 | CHANNEL LINING CLASS II | 02483 | TON | 1,559.00 | 1,559.000 | 1,758.800 | 1,758.800 | 24.50 | 43,090.60 | |||
| 0320 | CHANNEL LINING CLASS IV | 02488 | CUYD | 5,246.00 | 5,246.000 | 5,012.250 | 5,012.250 | 7.50 | 37,591.87 | |||
| 0325 | CLEARING AND GRUBBING (APPROXIMATELY 134 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 255,000.00 | 255,000.00 | |||
| 0330 | CONCRETE-CLASS B | 02555 | CUYD | 58.24 | 58.240 | 99.550 | 99.550 | 600.00 | 59,730.00 | |||
| 0335 | TEMPORARY SIGNS | 02562 | SQFT | 753.00 | 753.000 | 716.000 | 716.000 | 6.00 | 4,296.00 | |||
| 0340 | EDGE KEY | 02585 | LF | 38.00 | 38.000 | 38.000 | 38.000 | 150.00 | 5,700.00 | |||
| 0345 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 10,365.00 | 10,365.000 | 8,962.970 | 8,962.970 | 1.48 | 13,265.19 | |||
| 0350 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 15,211.00 | 15,211.000 | 8,827.890 | 8,827.890 | 1.05 | 9,269.28 | |||
| 0355 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 143,000.00 | 143,000.00 | |||
| 0360 | DIVERSIONS (BY-PASS DETOURS) (KY 372) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0365 | DIVERSIONS (BY-PASS DETOURS) (KY 70) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0370 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7,000.00 | 42,000.00 | |||
| 0375 | SHOULDER RUMBLE STRIPS | 02696 | LF | 37,453.00 | 37,453.000 | 35,654.000 | 35,654.000 | 0.22 | 7,843.88 | |||
| 0380 | TEMP SILT FENCE | 02701 | LF | 12,141.00 | 12,141.000 | 8,983.000 | 8,983.000 | 3.00 | 26,949.00 | |||
| 0385 | SILT TRAP TYPE A | 02703 | EACH | 134.00 | 134.000 | 30.000 | 30.000 | 0.01 | 0.30 | |||
| 0390 | SILT TRAP TYPE B | 02704 | EACH | 134.00 | 134.000 | 229.000 | 229.000 | 235.00 | 53,815.00 | |||
| 0395 | SILT TRAP TYPE C | 02705 | EACH | 134.00 | 134.000 | 5.000 | 5.000 | 0.01 | 0.05 | |||
| 0400 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 134.00 | 134.000 | 145.000 | 145.000 | 0.01 | 1.45 | |||
| 0405 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 134.00 | 134.000 | 608.000 | 608.000 | 0.01 | 6.08 | |||
| 0410 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 134.00 | 134.000 | 6.000 | 6.000 | 0.01 | 0.06 | |||
| 0415 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 96,000.00 | 96,000.00 | |||
| 0420 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 0425 | EROSION CONTROL BLANKET | 05950 | SQYD | 13,683.00 | 13,683.000 | 35,185.317 | 35,185.317 | 1.50 | 52,777.97 | |||
| 0430 | TEMP MULCH | 05952 | SQYD | 321,156.00 | 321,156.000 | 6,855.556 | 6,855.556 | 0.10 | 685.55 | |||
| 0435 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 243,562.00 | 243,562.000 | 226,542.442 | 226,542.442 | 0.10 | 22,654.24 | |||
| 0440 | INITIAL FERTILIZER | 05963 | TON | 24.50 | 24.500 | 24.500 | 24.500 | 750.00 | 18,375.00 | |||
| 0445 | MAINTENANCE FERTILIZER | 05964 | TON | 24.50 | 24.500 | 1.462 | 10.000 | 11.462 | 750.00 | 1,096.50 | 8,596.50 | |
| 0450 | SEEDING AND PROTECTION | 05985 | SQYD | 433,791.00 | 433,791.000 | 307,634.375 | 307,634.375 | 0.40 | 123,053.75 | |||
| 0455 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 43,441.00 | 43,441.000 | 31,796.429 | 31,796.429 | 0.15 | 4,769.46 | |||
| 0460 | SODDING | 05990 | SQYD | 7,957.00 | 7,957.000 | 3,520.000 | 3,520.000 | 6.00 | 21,120.00 | |||
| 0465 | AGRICULTURAL LIMESTONE | 05992 | TON | 292.30 | 292.300 | 205.360 | 71.140 | 276.500 | 75.00 | 15,402.00 | 20,737.50 | |
| 0470 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 37,290.00 | 37,290.000 | 39,488.000 | 39,488.000 | 0.20 | 7,897.60 | |||
| 0475 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 25,261.00 | 25,261.000 | 17,456.000 | 17,456.000 | 0.22 | 3,840.32 | |||
| 0480 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 37,381.00 | 37,381.000 | 38,386.000 | 38,386.000 | 0.80 | 30,708.80 | |||
| 0485 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 19,898.00 | 19,898.000 | 21,024.000 | 21,024.000 | 0.80 | 16,819.20 | |||
| 0490 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,166.00 | 1,166.000 | 1,164.000 | 1,164.000 | 5.50 | 6,402.00 | |||
| 0495 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 146.00 | 146.000 | 150.000 | 150.000 | 5.50 | 825.00 | |||
| 0500 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 129.00 | 129.000 | 315.000 | 315.000 | 8.00 | 2,520.00 | |||
| 0505 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 6,714.00 | 6,714.000 | 400.000 | 400.000 | 4.00 | 1,600.00 | |||
| 0510 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 156.00 | 156.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0515 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 35.00 | 35.000 | 61.000 | 61.000 | 80.00 | 4,880.00 | |||
| 0520 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 293.00 | 293.000 | 48.000 | 48.000 | 6.00 | 288.00 | |||
| 0525 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 102.00 | 102.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0530 | OBJECT MARKER TY 3 | 20191ED | EACH | 20.00 | 20.000 | 18.000 | 18.000 | 30.00 | 540.00 | |||
| 0535 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 18,067.00 | 18,067.000 | 18,226.000 | 18,226.000 | 0.22 | 4,009.72 | |||
| 0540 | SAWCUT PAVEMENT | 20550ND | LF | 4,498.00 | 4,498.000 | 3,680.000 | 3,680.000 | 1.25 | 4,600.00 | |||
| 0545 | LONGITUDINAL EDGE KEY | 21289ED | LF | 4,316.00 | 4,316.000 | 3,011.000 | 3,011.000 | 5.00 | 15,055.00 | |||
| 0550 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 203.00 | 203.000 | 87.000 | 87.000 | 4.00 | 348.00 | |||
| 0555 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 1,770.00 | 1,770.000 | 7,255.000 | 7,255.000 | 1.50 | 10,882.50 | |||
| 0560 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 8,667.00 | 8,667.000 | 2,508.850 | 2,508.850 | 2.50 | 6,272.12 | |||
| 0565 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 15,916.00 | 15,916.000 | 4,562.660 | 4,562.660 | 4.50 | 20,531.97 | |||
| 0570 | THERMO RUMBLE STRIPS TY 2 | 24097EC | LF | 480.00 | 480.000 | 432.000 | 432.000 | 10.00 | 4,320.00 | |||
| 0575 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 6,857.00 | 6,857.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0580 | PIPELINE INSPECTION | 24814EC | LF | 2,914.00 | 2,914.000 | 2,961.900 | 2,961.900 | 2.30 | 6,812.37 | |||
| 0585 | VIBRATING WIRE PIEZOMETER | 24843EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,950.00 | 2,950.00 | |||
| 8001 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 143,795.380 | 143,795.380 | 143,795.380 | 1.00 | 143,795.38 | |||
| 8006 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 15,947.810 | 15,947.810 | 1.00 | 15,947.81 | |||
| 8008 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 54,337.320 | 54,337.320 | 1.00 | 54,337.32 | |||
| 8009 | CEMENT | 02542 | TON | 0.00 | 800.000 | 787.160 | 787.160 | 218.00 | 171,600.88 | |||
| Project | DE10905551938 | Fed/State Project Number | NHPP 6000 (143) | Category | 0005 DRAINAGE | |||||||
| 0985 | ENTRANCE PIPE-15 IN | 00440 | LF | 845.00 | 845.000 | 825.000 | 825.000 | 50.00 | 41,250.00 | |||
| 0990 | ENTRANCE PIPE-18 IN | 00441 | LF | 579.00 | 579.000 | 619.000 | 619.000 | 54.00 | 33,426.00 | |||
| 0995 | ENTRANCE PIPE-24 IN | 00443 | LF | 153.00 | 153.000 | 153.000 | 153.000 | 62.00 | 9,486.00 | |||
| 1000 | ENTRANCE PIPE-30 IN | 00445 | LF | 116.00 | 116.000 | 116.000 | 116.000 | 70.00 | 8,120.00 | |||
| 1005 | ENTRANCE PIPE-15 IN EQUIV | 00450 | LF | 198.00 | 198.000 | 198.000 | 198.000 | 52.00 | 10,296.00 | |||
| 1010 | ENTRANCE PIPE-18 IN EQUIV | 00451 | LF | 57.00 | 57.000 | 57.000 | 57.000 | 60.00 | 3,420.00 | |||
| 1015 | ENTRANCE PIPE-24 IN EQUIV | 00452 | LF | 139.00 | 139.000 | 139.000 | 139.000 | 67.00 | 9,313.00 | |||
| 1020 | CULVERT PIPE-15 IN | 00461 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 44.00 | 880.00 | |||
| 1025 | CULVERT PIPE-24 IN | 00464 | LF | 239.00 | 256.000 | 256.000 | 256.000 | 60.00 | 15,360.00 | |||
| 1030 | CULVERT PIPE-30 IN | 00466 | LF | 85.00 | 85.000 | 82.000 | 82.000 | 71.00 | 5,822.00 | |||
| 1035 | CULVERT PIPE-36 IN | 00468 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 89.00 | 7,565.00 | |||
| 1040 | CULVERT PIPE-42 IN | 00469 | LF | 829.00 | 860.000 | 894.500 | 894.500 | 138.00 | 123,441.00 | |||
| 1045 | STORM SEWER PIPE-18 IN | 00522 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1050 | STORM SEWER PIPE-24 IN | 00524 | LF | 59.00 | 59.000 | 65.000 | 65.000 | 64.00 | 4,160.00 | |||
| 1055 | STORM SEWER PIPE-36 IN | 00528 | LF | 137.00 | 137.000 | 137.000 | 137.000 | 97.00 | 13,289.00 | |||
| 1060 | PERFORATED PIPE-4 IN | 01000 | LF | 1,835.00 | 1,835.000 | 1,784.000 | 1,784.000 | 7.50 | 13,380.00 | |||
| 1065 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 242.00 | 242.000 | 307.000 | 307.000 | 5.70 | 1,749.90 | |||
| 1070 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 470.00 | 1,880.00 | |||
| 1075 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 1080 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 535.00 | 5,350.00 | |||
| 1085 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 1090 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,530.00 | 1,530.00 | |||
| 1095 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,460.00 | 4,380.00 | |||
| 1100 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,950.00 | 1,950.00 | |||
| 1105 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,430.00 | 19,440.00 | |||
| 1110 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,820.00 | 5,640.00 | |||
| 1115 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,165.00 | 8,330.00 | |||
| 1120 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
| 1125 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,370.00 | 3,370.00 | |||
| 1130 | SPRING BOX INLET TYPE A MOD | 01661 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,025.00 | 0.00 | |||
| 1135 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 3,545.00 | 3,848.000 | 3,098.860 | 3,098.860 | 2.00 | 6,197.72 | |||
| 1140 | CONCRETE-CLASS A | 08100 | CUYD | 3.64 | 3.640 | 3.640 | 3.640 | 3,950.00 | 14,378.00 | |||
| 1145 | HEADWALL (CONC SLOPED & MITERED-15 IN) | 24575ES610 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 1,780.00 | 10,680.00 | |||
| 1150 | HEADWALL (CONC SLOPED & MITERED-18 IN) | 24575ES610 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 1,780.00 | 24,920.00 | |||
| 1155 | HEADWALL (CONC SLOPED & MITERED-24 IN) | 24575ES610 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,850.00 | 11,100.00 | |||
| 1160 | HEADWALL (CONC SLOPED & MITERED-36 IN) | 24575ES610 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| Project | DE10905551938 | Fed/State Project Number | NHPP 6000 (143) | Category | 0006 BRIDGE - STONE QUARRY CREEK - DWG. 27703 (REVISED) | |||||||
| 1165 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 333.60 | 333.600 | 0.000 | 0.000 | 41.00 | 0.00 | |||
| 1170 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 816.00 | 816.000 | 816.000 | 816.000 | 2.50 | 2,040.00 | |||
| 1175 | MASONRY COATING | 02998 | SQYD | 1,239.00 | 1,239.000 | 1,239.000 | 1,239.000 | 12.50 | 15,487.50 | |||
| 1180 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 70.00 | 5,600.00 | |||
| 1185 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 380.00 | 380.000 | 429.170 | 429.170 | 17.50 | 7,510.47 | |||
| 1190 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 1,554.00 | 1,554.000 | 885.813 | 885.813 | 16.50 | 14,615.91 | |||
| 1195 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 705.00 | 705.000 | 342.850 | 342.850 | 36.00 | 12,342.60 | |||
| 1200 | TEST PILES | 08033 | LF | 23.00 | 23.000 | 22.300 | 22.300 | 109.00 | 2,430.70 | |||
| 1205 | PILES-STEEL HP12X53 | 08046 | LF | 206.00 | 206.000 | 267.849 | 267.849 | 112.00 | 29,999.08 | |||
| 1210 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 112.00 | 1,568.00 | |||
| 1215 | CONCRETE-CLASS A | 08100 | CUYD | 1,432.50 | 1,432.500 | 1,416.000 | 1,416.000 | 550.00 | 778,800.00 | |||
| 1220 | CONCRETE-CLASS AA | 08104 | CUYD | 967.00 | 967.000 | 967.000 | 967.000 | 705.00 | 681,735.00 | |||
| 1225 | STEEL REINFORCEMENT | 08150 | LB | 176,755.00 | 176,755.000 | 176,755.000 | 176,755.000 | 1.15 | 203,268.25 | |||
| 1230 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 301,080.00 | 301,080.000 | 303,360.000 | 303,360.000 | 1.15 | 348,864.00 | |||
| 1235 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,172.30 | 1,172.300 | 1,172.300 | 1,172.300 | 130.00 | 152,399.00 | |||
| 1240 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 2,553.00 | 2,553.000 | 2,553.000 | 2,553.000 | 5.50 | 14,041.50 | |||
| 1245 | DECK DRAIN | 23813EC | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,555.00 | 17,105.00 | |||
| 1250 | ELASTICIZED EPS (10-IN THICKNESS) | 24595EN | SQYD | 119.00 | 119.000 | 119.000 | 119.000 | 160.00 | 19,040.00 | |||
| 1255 | GRANULAR BACKFILL | 24596EN | CUYD | 724.00 | 724.000 | 724.000 | 724.000 | 47.00 | 34,028.00 | |||
| 1260 | PPC I-BEAM BT 96-49 | 24627ED | LF | 2,328.70 | 2,328.700 | 2,328.700 | 2,328.700 | 665.00 | 1,548,585.50 | |||
| 8002 | MASS CONCRETE | 10041NS | DOLL | 0.00 | 14,716.290 | 14,716.290 | 14,716.290 | 1.00 | 14,716.29 | |||
| 8004 | EW~ Labor and Materials | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,256.23 | 9,256.23 | |||
| Project | DE10905551938 | Fed/State Project Number | NHPP 6000 (143) | Category | 0007 BRIDGE - CULVERT - 6 X 6 RCBC - DWG. 27704 (ADDED) | |||||||
| 1265 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 574.00 | 574.000 | 205.220 | 205.220 | 62.50 | 12,826.25 | |||
| 1270 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,000.00 | 21,000.00 | |||
| 1275 | CONCRETE-CLASS A | 08100 | CUYD | 552.60 | 592.900 | 592.900 | 592.900 | 470.00 | 278,663.00 | |||
| 1280 | STEEL REINFORCEMENT | 08150 | LB | 113,223.00 | 117,359.000 | 117,359.000 | 117,359.000 | 1.05 | 123,226.95 | |||
| 8000 | DESIGN CULVERT CHECK 27704 | 21512NS | DOLL | 0.00 | 3,700.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| Project | DE10905551938 | Fed/State Project Number | NHPP 6000 (143) | Category | 0008 BRIDGE - CULVERT - ELKHORN ROAD CREEK - DWG. 27705 (ADDED) | |||||||
| 1285 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 9.820 | 9.820 | 79.00 | 775.78 | |||
| 1290 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,000.00 | 24,000.00 | |||
| 1295 | CONCRETE-CLASS A | 08100 | CUYD | 655.00 | 655.000 | 655.000 | 655.000 | 465.00 | 304,575.00 | |||
| 1300 | STEEL REINFORCEMENT | 08150 | LB | 103,550.00 | 103,550.000 | 103,550.000 | 103,550.000 | 1.15 | 119,082.50 | |||
| Project | DE10905551938 | Fed/State Project Number | NHPP 6000 (143) | Category | 0009 BRIDGE - CULVERT- ROBINSON CREEK - DWG. 27706 (ADDED) | |||||||
| 1305 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 1.00 | 1.000 | 1.000 | 1.000 | 410.00 | 410.00 | |||
| 1310 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 580.00 | 580.00 | |||
| 1315 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 16.00 | 16.000 | 6.660 | 6.660 | 80.00 | 532.80 | |||
| 1320 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 1325 | CONCRETE-CLASS A | 08100 | CUYD | 59.10 | 59.100 | 59.100 | 59.100 | 1,150.00 | 67,965.00 | |||
| 1330 | STEEL REINFORCEMENT | 08150 | LB | 5,729.00 | 5,729.000 | 5,729.000 | 5,729.000 | 1.20 | 6,874.80 | |||
| Project | DE10905551938 | Fed/State Project Number | NHPP 6000 (143) | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1335 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 735,100.00 | 735,100.00 | |||
| 1340 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 228,300.00 | 57,075.00 | |||
| SUBTOT | $16,498.50 |
$15,903,395.76 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0265-1-0I |
FENCE, WOVEN | LF |
33,234.00 | 0001 | $0.989870 | $32,897.28 | ||||||
0265-3-0I |
FENCE, HARDWARE | LF |
33,234.00 | 0006 | $0.470280 | $15,629.26 | ||||||
0265-2-0I |
POST LINE 2 NPS | LF |
33,234.00 | 0006 | $0.499950 | $16,615.34 | ||||||
1260-1-0I |
I BEAM, TYPE 10 | LF |
2,328.70 | 0015 | $400.660000 | $886,373.37 | ||||||
1225-1-0I |
STEEL REINUN 615GR40 | LB |
97,022.51 | 0020 | $1.150000 | $105,997.10 | ||||||
1230-1-0I |
STL REINEXCO 615GR60 | LB |
153,044.63 | 0020 | $1.150000 | $167,201.25 | ||||||
0270-1-0I |
GDRAIL GALV AW .109 | FT |
10,400.00 | 0048 | $10.200000 | $106,080.00 | ||||||
0285-1-0I |
GUARDRAIL END TR 1 | EACH |
20.00 | 0048 | $1875.000000 | $37,500.00 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
2,736.00 | 0008 | $0.470280 | $-1,286.68 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
2,736.00 | 0008 | $0.499950 | $-1,367.86 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
2,736.00 | 0008 | $0.989870 | $-2,708.28 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
3,385.00 | 0009 | $0.470280 | $-1,591.90 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
3,385.00 | 0009 | $0.499950 | $-1,692.33 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
3,385.00 | 0009 | $0.989870 | $-3,350.70 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
3,096.00 | 0010 | $0.499950 | $-1,547.85 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
3,096.00 | 0010 | $0.989870 | $-3,064.63 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
3,096.00 | 0010 | $0.470280 | $-1,455.98 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
3,075.00 | 0011 | $0.470280 | $-1,446.11 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
3,075.00 | 0011 | $0.499950 | $-1,537.35 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
3,075.00 | 0011 | $0.989870 | $-3,043.84 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
1,510.00 | 0012 | $0.470280 | $-710.12 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
1,510.00 | 0012 | $0.499950 | $-754.92 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
1,510.00 | 0012 | $0.989870 | $-1,494.70 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
4,253.00 | 0014 | $0.499950 | $-2,126.29 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
4,253.00 | 0014 | $0.470280 | $-2,000.10 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
4,253.00 | 0014 | $0.989870 | $-4,209.91 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
3,355.00 | 0017 | $0.470280 | $-1,577.79 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
3,355.00 | 0017 | $0.499950 | $-1,677.33 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
3,355.00 | 0017 | $0.989870 | $-3,321.01 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
767.00 | 0019 | $0.470280 | $-360.70 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
767.00 | 0019 | $0.499950 | $-383.46 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
767.00 | 0019 | $0.989870 | $-759.23 | ||||||
1230-1-0A |
STL REINEXCO 615GR60 | LB |
20,335.04 | 0021 | $1.150000 | $-22,216.04 | ||||||
1225-1-0A |
STEEL REINUN 615GR40 | LB |
8,367.62 | 0022 | $1.150000 | $-9,141.63 | ||||||
1230-1-0A |
STL REINEXCO 615GR60 | LB |
21,905.65 | 0022 | $1.150000 | $-23,931.92 | ||||||
1225-1-0A |
STEEL REINUN 615GR40 | LB |
5,757.19 | 0023 | $1.150000 | $-6,289.74 | ||||||
1225-1-0A |
STEEL REINUN 615GR40 | LB |
22,441.04 | 0024 | $1.150000 | $-24,516.84 | ||||||
1225-1-0A |
STEEL REINUN 615GR40 | LB |
42,899.14 | 0025 | $1.150000 | $-46,867.31 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
2,742.00 | 0026 | $0.470280 | $-1,289.51 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
2,742.00 | 0026 | $0.499950 | $-1,370.86 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
2,742.00 | 0026 | $0.989870 | $-2,714.22 | ||||||
1225-1-0A |
STEEL REINUN 615GR40 | LB |
16,143.99 | 0026 | $1.150000 | $-17,637.32 | ||||||
1230-1-0A |
STL REINEXCO 615GR60 | LB |
19,619.24 | 0026 | $1.150000 | $-21,434.03 | ||||||
1225-1-0A |
STEEL REINUN 615GR40 | LB |
1,413.50 | 0027 | $1.150000 | $-1,544.26 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
3,333.00 | 0029 | $0.470280 | $-1,567.44 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
3,333.00 | 0029 | $0.499950 | $-1,666.33 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
3,333.00 | 0029 | $0.989870 | $-3,299.23 | ||||||
1260-1-0A |
I BEAM, TYPE 10 | LF |
2,328.70 | 0029 | $400.660000 | $-886,373.37 | ||||||
1230-1-0A |
STL REINEXCO 615GR60 | LB |
91,184.68 | 0033 | $1.150000 | $-99,619.26 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
3,630.00 | 0049 | $0.499950 | $-1,814.82 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
3,630.00 | 0049 | $0.989870 | $-3,593.22 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
3,630.00 | 0049 | $0.470280 | $-1,707.11 | ||||||
0265-3-0A |
FENCE, HARDWARE | LF |
1,352.00 | 0050 | $0.470280 | $-635.82 | ||||||
0265-2-0A |
POST LINE 2 NPS | LF |
1,352.00 | 0050 | $0.499950 | $-675.94 | ||||||
0265-1-0A |
FENCE, WOVEN | LF |
1,352.00 | 0050 | $0.989870 | $-1,338.31 | ||||||
0270-1-0A |
GDRAIL GALV AW .109 | FT |
9,283.75 | 0054 | $10.200000 | $-94,694.25 | ||||||
0285-1-0A |
GUARDRAIL END TR 1 | EACH |
18.00 | 0054 | $1875.000000 | $-33,750.00 | ||||||
0285-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0055 | $1875.000000 | $-1,875.00 | ||||||
0270-10C |
GDRAIL GALV AW .109 | FT |
0.00 | 0057 | $10.200000 | $-11,385.75 | ||||||
0285-10C |
GUARDRAIL END TR 1 | EACH |
0.00 | 0057 | $1875.000000 | $-1,875.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE10905551939 | Fed/State Project Number | NHPP 6000 (143) | Category | 0011 FEDERAL NON-PARTICIPATING | |||||||
| 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 | |
| 8003 | SPRING BOX INLET TYPE A MOD Material Only | 01661 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,613.00 | 4,613.00 | |||
| SUBTOT | $0.00 |
$15,908,008.76 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||