|
Report_Id: 161269 Est NO 0148 |
Date:05/30/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 161269 | Estimate Number | 0148 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08320) Taylor, Tracy J. | ||||||
| Contractor | HI-VIEW LLC | ADDR SN 0 VC Code KY0041404 | |||||
| PO BOX 1764 | |||||||
| CORBIN , KY , 40702 | |||||||
| Pay Period | 04/08/2023 TO 05/19/2023 | ||||||
| Date Approved | 05/29/2023 | ||||||
| Primary Proj Number | DE10401271669 | ||||||
| Project No. | STP 1271 (120) | ||||||
| Primary County | RUSSELL | ||||||
| Name of Road | US 127 | ||||||
| Description | US 127 | ||||||
| Date Let | 12/09/2016 | Formal Acceptance | |||||
| Date Awarded | 12/16/2016 | Date Work Began | 01/20/2017 | ||||
| Date Contract Executed | 01/13/2017 | Open To Traffic | |||||
| Date NTP Issued | 01/13/2017 | Actual Completion Date | 09/01/2022 | ||||
| Current Contract Amount | $26,231,326.53 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $24,299,909.33 |
Total Earnings | $25,603,397.80 |
$25,596,280.30 |
$7,117.50 |
|
| Percent Complete | 97.61 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $627,928.74 |
Gross Earnings | $25,603,397.79 |
$25,596,280.29 |
$7,117.50 |
|
| Total Change Orders | $1,931,417.20 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $25,603,397.79 |
$25,596,280.29 |
$7,117.50 |
|||
| Contract Id | 161269 | Change Order Summary |
County | RUSSELL | ||||||
| Estimate Nbr | 0148 | Project Number | STP 1271 (120) | |||||||
| Contractor | HI-VIEW LLC | Period | 04/08/2023 TO 05/19/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Roadway Excavation, CPM Schedule | Approved | 05/23/2017 | $-69,849.98 | 0.0 | |||||
| 002 | Class II Channel Lining, No. 23 Stone, Type IV Fabric | Approved | 06/23/2017 | $74,437.50 | 4.0 | |||||
| 003 | Cost Plus Work, Permanent Seed | Approved | 03/13/2018 | $40,166.08 | 8.0 | |||||
| 004 | Non Spec Material-Crushed Stone Base Override | Approved | 03/07/2018 | $0.00 | 0.0 | |||||
| 005 | Fuel and Asphalt Adjustment Override | Approved | 04/04/2018 | $0.00 | 0.0 | |||||
| 006 | Value Engineering/Working Days | Approved | 09/21/2018 | $-201,209.96 | 38.0 | |||||
| 007 | Slide Repair (Sta 813+00 to 821+00) & Conn. Div. Undercut | Approved | 11/02/2021 | $714,551.61 | 2.0 | |||||
| 008 | Non Spec Material Override | Approved | 11/12/2021 | $0.00 | 0.0 | |||||
| 009 | Fuel/Asphalt, Temp. Striping, Delineators | Approved | 03/23/2022 | $778,547.50 | 5.0 | |||||
| 010 | Non Spec Material Override | Approved | 12/14/2021 | $0.00 | 0.0 | |||||
| 011 | Working Days for Slide Repair Work | Approved | 05/09/2022 | $0.00 | 62.0 | |||||
| 012 | Cost Plus Work(Slide Repair STA 670+00 LT) | Approved | 04/04/2023 | $594,774.45 | 66.0 | |||||
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 | 161269 | COMMONWEALTH OF KENTUCKY |
County | RUSSELL | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE10401271669 | ||||||
| Estimate Nbr | 0148 | Period | 04/08/2023 TO 05/19/2023 | |||||||
| Contractor | HI-VIEW LLC | |||||||||
| Project | DE10401271669 | Fed/State Project Number | STP 1271 (120) | 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 | DE10401271669 | Fed/State Project Number | STP 1271 (120) | Category | 0001 PAVING - ASPHALT ALTERNATE | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 42,442.00 | 42,442.000 | 43,420.320 | 43,420.320 | 20.00 | 868,406.40 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 1,838.00 | 1,838.000 | 2,355.350 | 2,355.350 | 15.50 | 36,507.92 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 232.00 | 232.000 | 297.320 | 297.320 | 100.00 | 29,732.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 28.00 | 28.000 | 37.250 | 37.250 | 925.00 | 34,456.25 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 13,044.00 | 13,044.000 | 13,998.770 | 13,998.770 | 72.00 | 1,007,911.44 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 19,462.00 | 19,462.000 | 19,871.500 | 19,871.500 | 72.00 | 1,430,748.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,095.00 | 4,095.000 | 5,435.600 | 5,435.600 | 78.00 | 423,976.80 | |||
| 0040 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 3,091.00 | 3,091.000 | 3,102.720 | 3,102.720 | 78.00 | 242,012.16 | |||
| 0045 | ROADWAY EXCAVATION (REVISED: 12-6-16) | 02200 | CUYD | 4,484,998.00 | 0.000 | 0.000 | 0.000 | 2.85 | 0.00 | |||
| 0050 | PAVEMENT ADJUSTMENT (ASPHALT ALTERNATE) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 431,454.00 | 0.00 | |||
| 8006 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | -963.450 | -963.450 | 1.00 | -963.45 | |||
| 8007 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 425,000.001 | 416,278.400 | 416,278.400 | 1.00 | 416,278.40 | |||
| 8008 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 265,000.001 | 279,311.320 | 279,311.320 | 1.00 | 279,311.32 | |||
| 8030 | NON-SPEC MATERIAL Depth Core | 10070NS | DOLL | 0.00 | 0.001 | -9,181.440 | -9,181.440 | 1.00 | -9,181.44 | |||
| Project | DE10401271669 | Fed/State Project Number | STP 1271 (120) | Category | 0004 ROADWAY | |||||||
| 0150 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 10.70 | 10.700 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0155 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 68.00 | 68.000 | 76.120 | 76.120 | 50.00 | 3,806.00 | |||
| 0160 | PERFORATED PIPE-4 IN | 01000 | LF | 11,235.00 | 11,235.000 | 813.000 | 813.000 | 5.00 | 4,065.00 | |||
| 0165 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 4,830.00 | 4,830.000 | 278.000 | 278.000 | 6.00 | 1,668.00 | |||
| 0170 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 33.00 | 33.000 | 8.000 | 8.000 | 450.00 | 3,600.00 | |||
| 0175 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0180 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0185 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 625.00 | 2,500.00 | |||
| 0190 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 200.00 | 0.000 | 25.000 | 25.000 | 5.00 | 125.00 | |||
| 0195 | BARRICADE-TYPE III | 02014 | EACH | 26.00 | 26.000 | 12.000 | 12.000 | 165.00 | 1,980.00 | |||
| 0200 | REMOVE PAVEMENT | 02091 | SQYD | 2,024.00 | 2,024.000 | 1,834.000 | 1,834.000 | 2.00 | 3,668.00 | |||
| 0205 | TEMP DITCH | 02159 | LF | 33,400.00 | 33,400.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0210 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 13.00 | 13.000 | 36.000 | 36.000 | 100.00 | 3,600.00 | |||
| 0215 | FENCE-TEMP | 02259 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0220 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 45,745.00 | 45,745.000 | 43,460.000 | 43,460.000 | 4.61 | 200,350.60 | |||
| 0225 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 11,887.50 | 11,887.500 | 12,370.500 | 12,370.500 | 14.00 | 173,187.00 | |||
| 0230 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 11.000 | 11.000 | 45.00 | 495.00 | |||
| 0235 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 13.00 | 13.000 | 10.000 | 10.000 | 2,000.00 | 20,000.00 | |||
| 0240 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 10.00 | 10.000 | 11.000 | 11.000 | 1,000.00 | 11,000.00 | |||
| 0245 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0255 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 188.00 | 188.000 | 188.000 | 188.000 | 95.00 | 17,860.00 | |||
| 0260 | WITNESS POST | 02432 | EACH | 47.00 | 47.000 | 47.000 | 47.000 | 105.00 | 4,935.00 | |||
| 0265 | CHANNEL LINING CLASS IV | 02488 | CUYD | 22,854.00 | 22,854.000 | 22,313.000 | 22,313.000 | 4.00 | 89,252.00 | |||
| 0270 | CLEARING AND GRUBBING (APPROXIMATELY 237 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 474,000.00 | 474,000.00 | |||
| 0275 | TEMPORARY SIGNS | 02562 | SQFT | 840.00 | 840.000 | 858.500 | 858.500 | 5.00 | 4,292.50 | |||
| 0280 | PROJECT CPM SCHEDULE SEE DESIGN FOR SPECIAL NOTE | 02570 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0285 | EDGE KEY | 02585 | LF | 230.60 | 230.600 | 248.000 | 248.000 | 75.00 | 18,600.00 | |||
| 0290 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 33,475.00 | 33,475.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
| 0295 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0300 | DIVERSIONS (BY-PASS DETOURS) (BALLINGER) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0305 | DIVERSIONS (BY-PASS DETOURS) (CONNECTION 869+00) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0310 | DIVERSIONS (BY-PASS DETOURS) (CONNECTOR) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0315 | DIVERSIONS (BY-PASS DETOURS) (END TIE) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0320 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 0325 | SAFELOADING | 02690 | CUYD | 2.20 | 2.200 | 2.200 | 2.200 | 175.00 | 385.00 | |||
| 0330 | SHOULDER RUMBLE STRIPS | 02696 | LF | 24,446.00 | 24,446.000 | 24,446.000 | 24,446.000 | 0.18 | 4,400.28 | |||
| 0335 | TEMP SILT FENCE | 02701 | LF | 33,400.00 | 33,400.000 | 12,672.000 | 12,672.000 | 1.50 | 19,008.00 | |||
| 0340 | SILT TRAP TYPE A | 02703 | EACH | 237.00 | 237.000 | 35.000 | 35.000 | 100.00 | 3,500.00 | |||
| 0345 | SILT TRAP TYPE B | 02704 | EACH | 237.00 | 237.000 | 56.000 | 56.000 | 120.00 | 6,720.00 | |||
| 0350 | SILT TRAP TYPE C | 02705 | EACH | 237.00 | 237.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0355 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2,133.00 | 2,133.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2,133.00 | 2,133.000 | 16.000 | 16.000 | 1.00 | 16.00 | |||
| 0365 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2,133.00 | 2,133.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0370 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 120,000.00 | 120,000.00 | |||
| 0375 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0380 | EROSION CONTROL BLANKET | 05950 | SQYD | 27,935.00 | 27,935.000 | 83,073.000 | 83,073.000 | 0.99 | 82,242.27 | |||
| 0385 | TEMP MULCH | 05952 | SQYD | 1,147,080.00 | 1,147,080.000 | 58,973.000 | 58,973.000 | 0.16 | 9,435.68 | |||
| 0390 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 80,247.00 | 80,247.000 | 1,326,915.000 | 1,326,915.000 | 0.18 | 238,844.70 | |||
| 0395 | INITIAL FERTILIZER | 05963 | TON | 24.90 | 24.900 | 24.845 | 24.845 | 850.00 | 21,118.25 | |||
| 0400 | 20-10-10 FERTILIZER | 05964 | TON | 41.50 | 41.500 | 48.050 | 48.050 | 850.00 | 40,842.50 | |||
| 0405 | SEEDING AND PROTECTION | 05985 | SQYD | 802,472.00 | 777,012.000 | 23,725.000 | 812,651.400 | 836,376.400 | 0.30 | 7,117.50 | 250,912.92 | |
| 0410 | SODDING | 05990 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0415 | AGRICULTURAL LIMESTONE | 05992 | TON | 497.40 | 497.400 | 464.090 | 464.090 | 60.00 | 27,845.40 | |||
| 0420 | STEEL POST MILE MARKERS | 06412 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0425 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 10,000.00 | 83,250.000 | 81,763.500 | 81,763.500 | 0.19 | 15,535.06 | |||
| 0430 | PAVE STRIPING-PERM PAINT-4 IN (WHITE) | 06514 | LF | 32,191.00 | 32,191.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0435 | PAVE STRIPING-PERM PAINT-4 IN (YELLOW) | 06514 | LF | 28,535.00 | 28,535.000 | 1,800.000 | 1,800.000 | 0.21 | 378.00 | |||
| 0440 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 207.00 | 207.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0445 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 216.00 | 216.000 | 971.000 | 971.000 | 12.00 | 11,652.00 | |||
| 0450 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 200.00 | 1,400.00 | |||
| 0455 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 250.00 | 1,500.00 | |||
| 0460 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0465 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 14,110.00 | 14,110.000 | 15,560.000 | 15,560.000 | 0.20 | 3,112.00 | |||
| 0470 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 7,936.00 | 7,936.000 | 554.000 | 554.000 | 4.80 | 2,659.20 | |||
| 0475 | STEEL ENCASEMENT PIPE (8-IN) | 24668EC | LF | 820.00 | 820.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0480 | PIPELINE INSPECTION | 24814EC | LF | 3,274.00 | 3,274.000 | 2,179.000 | 2,179.000 | 2.20 | 4,793.80 | |||
| 8000 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 4,490,624.000 | 4,450,980.930 | 4,450,980.930 | 2.84 | 12,640,785.84 | |||
| 8001 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 1,201.620 | 2,036.600 | 2,036.600 | 35.50 | 72,299.30 | |||
| 8002 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 0.00 | 1,376.490 | 5,965.100 | 5,965.100 | 35.50 | 211,761.05 | |||
| 8004 | SEEDING AND PROTECTION (TTT Blend) | 05985 | SQYD | 0.00 | 25,460.000 | 28,297.000 | 28,297.000 | 0.36 | 10,186.92 | |||
| 8005 | COST PLUS WORK (Sinkhole) | 10080NSD | DOLL | 0.00 | 38,638.480 | 38,634.480 | 38,634.480 | 1.00 | 38,634.48 | |||
| 8009 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 80,043.280 | 80,043.280 | 80,043.280 | 1.00 | 80,043.28 | |||
| 8010 | ROADWAY EXCAVATION (Special Excavation - Slide) | 02200 | CUYD | 0.00 | 13,000.000 | 16,064.000 | 16,064.000 | 12.25 | 196,784.00 | |||
| 8011 | CHANNEL LINING CLASS II (Slide Area) | 02483 | TON | 0.00 | 17,550.000 | 21,686.320 | 21,686.320 | 29.44 | 638,445.26 | |||
| 8024 | DELINEATOR FOR GUARDRAIL B/W | 01987 | EACH | 0.00 | 200.000 | 143.000 | 143.000 | 8.40 | 1,201.20 | |||
| 8025 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 29,000.000 | 26,778.000 | 26,778.000 | 1.45 | 38,828.10 | |||
| 8026 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 22,000.000 | 21,156.000 | 21,156.000 | 1.45 | 30,676.20 | |||
| 8031 | COST PLUS WORK (Slide Repair STA 670+00 LT) | 10080NSD | DOLL | 0.00 | 594,774.450 | 594,774.450 | 594,774.450 | 1.00 | 594,774.45 | |||
| Project | DE10401271669 | Fed/State Project Number | STP 1271 (120) | Category | 0005 DRAINAGE | |||||||
| 0485 | ENTRANCE PIPE-15 IN | 00440 | LF | 638.00 | 638.000 | 618.000 | 618.000 | 33.00 | 20,394.00 | |||
| 0490 | ENTRANCE PIPE-18 IN | 00441 | LF | 173.00 | 173.000 | 198.000 | 198.000 | 42.00 | 8,316.00 | |||
| 0495 | ENTRANCE PIPE-24 IN | 00443 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 52.50 | 3,990.00 | |||
| 0500 | ENTRANCE PIPE-30 IN | 00445 | LF | 37.00 | 37.000 | 37.000 | 37.000 | 67.50 | 2,497.50 | |||
| 0505 | CULVERT PIPE-18 IN | 00462 | LF | 1,019.50 | 1,019.500 | 879.500 | 879.500 | 39.00 | 34,300.50 | |||
| 0510 | CULVERT PIPE-24 IN | 00464 | LF | 559.50 | 559.500 | 514.500 | 514.500 | 54.00 | 27,783.00 | |||
| 0515 | CULVERT PIPE-30 IN | 00466 | LF | 151.00 | 151.000 | 151.000 | 151.000 | 82.50 | 12,457.50 | |||
| 0520 | CULVERT PIPE-36 IN | 00468 | LF | 980.00 | 980.000 | 979.000 | 979.000 | 140.00 | 137,060.00 | |||
| 0525 | CULVERT PIPE-48 IN | 00470 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 188.00 | 15,980.00 | |||
| 0530 | CULVERT PIPE-54 IN | 00471 | LF | 479.00 | 909.000 | 909.000 | 909.000 | 375.00 | 340,875.00 | |||
| 0535 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0540 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 1,250.00 | 8,750.00 | |||
| 0545 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,400.00 | 8,400.00 | |||
| 0550 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,100.00 | 16,800.00 | |||
| 0555 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,100.00 | 3,100.00 | |||
| 0560 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 27.00 | 27.000 | 18.000 | 18.000 | 1,000.00 | 18,000.00 | |||
| 0565 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,700.00 | 8,500.00 | |||
| 0570 | METAL END SECTION TY 1-24 IN | 01373 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0575 | METAL END SECTION TY 1-30 IN | 01374 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 0580 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 1,000.00 | 10,000.00 | |||
| 0585 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
| 0590 | METAL END SECTION TY 3-30 IN | 01394 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0595 | METAL END SECTION TY 3-48 IN | 01397 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0600 | METAL END SECTION TY 4-18 IN | 01411 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,260.00 | 0.00 | |||
| 0605 | METAL END SECTION TY 4-24 IN | 01413 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,400.00 | 2,800.00 | |||
| 0610 | METAL END SECTION TY 4-30 IN | 01414 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 0615 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 0620 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0625 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 7,827.60 | 9,215.600 | 2,506.700 | 2,506.700 | 2.00 | 5,013.40 | |||
| 0630 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 6,000.00 | 24,000.00 | |||
| 8003 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 9,700.000 | 21,666.050 | 21,666.050 | 2.00 | 43,332.10 | |||
| Project | DE10401271669 | Fed/State Project Number | STP 1271 (120) | Category | 0006 BRIDGE - CULVERT - STA. 679+13.40 - DWG. 27227 | |||||||
| 0635 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 220.00 | 220.000 | 149.000 | 149.000 | 25.00 | 3,725.00 | |||
| 0640 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0645 | CONCRETE-CLASS A | 08100 | CUYD | 1,060.00 | 1,060.000 | 967.000 | 967.000 | 350.00 | 338,450.00 | |||
| 0650 | STEEL REINFORCEMENT | 08150 | LB | 205,618.00 | 205,618.000 | 186,440.000 | 186,440.000 | 0.68 | 126,779.20 | |||
| 8020 | NON-SPEC MATERIAL Depth Cores | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE10401271669 | Fed/State Project Number | STP 1271 (120) | Category | 0007 BRIDGE - CULVERT - STA. 724+28.50 - DWG. 27228 | |||||||
| 0655 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 1,405.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0660 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0665 | CONCRETE-CLASS A | 08100 | CUYD | 741.00 | 0.000 | 0.000 | 0.000 | 385.00 | 0.00 | |||
| 0670 | STEEL REINFORCEMENT | 08150 | LB | 206,916.00 | 0.000 | 0.000 | 0.000 | 0.68 | 0.00 | |||
| 8021 | NON-SPEC MATERIAL Depth Cores | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE10401271669 | Fed/State Project Number | STP 1271 (120) | Category | 0008 BRIDGE - CULVERT - STA. 798+37 - DWG. 27229 | |||||||
| 0675 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2,806.00 | 2,806.000 | 2,329.570 | 2,329.570 | 25.00 | 58,239.25 | |||
| 0680 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0685 | CONCRETE-CLASS A | 08100 | CUYD | 2,035.00 | 2,035.000 | 2,035.000 | 2,035.000 | 300.00 | 610,500.00 | |||
| 0690 | STEEL REINFORCEMENT | 08150 | LB | 415,512.00 | 415,512.000 | 414,572.000 | 414,572.000 | 0.68 | 281,908.96 | |||
| 8022 | NON-SPEC MATERIAL Depth Cores | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE10401271669 | Fed/State Project Number | STP 1271 (120) | Category | 0009 BRIDGE - CULVERT - STA. 825+69 - DWG. 27230 | |||||||
| 0695 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2,837.00 | 2,837.000 | 2,521.830 | 2,521.830 | 25.00 | 63,045.75 | |||
| 0700 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0705 | CONCRETE-CLASS A | 08100 | CUYD | 1,832.00 | 1,832.000 | 1,832.000 | 1,832.000 | 310.00 | 567,920.00 | |||
| 0710 | STEEL REINFORCEMENT | 08150 | LB | 397,750.00 | 397,750.000 | 386,661.000 | 386,661.000 | 0.68 | 262,929.48 | |||
| 8023 | NON-SPEC MATERIAL Depth Cores | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE10401271669 | Fed/State Project Number | STP 1271 (120) | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0715 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000,000.00 | 1,000,000.00 | |||
| 0720 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 355,000.00 | 88,750.00 | |||
| Project | DE10401271669 | Fed/State Project Number | STP 1271 (120) | Category | 0011 TRAINEES - ADDED 11-23-16 | |||||||
| 0725 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3, OR 4 OPERATOR (ADDED: 11- | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.00 | 1,400.00 | |||
| 0730 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3, OR 4 OPERATOR (ADDED: 11-2 | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.00 | 1,400.00 | |||
| SUBTOT | $7,117.50 |
$25,603,397.69 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0510-1-0I |
PIPE, CMP 1.63 MM | LF |
238.50 | 0005 | $20.37732 | $4,616.99 | ||||||
0520-2-0I |
PIPE, CMP 2.77 MM | LF |
314.00 | 0005 | $57.886810 | $17,267.64 | ||||||
0520-1-0I |
PIPE, CMP 2.01 MM | LF |
209.00 | 0005 | $40.281140 | $7,997.79 | ||||||
0690-1-0I |
STEEL REINUN 615GR60 | LB |
46,543.00 | 0009 | $0.340040 | $15,035.51 | ||||||
0690-2-0I |
STEEL REINUN 615GR60 | LB |
45,813.00 | 0009 | $0.340040 | $14,799.69 | ||||||
0690-4-0I |
STEEL REINUN 615GR60 | LB |
45,458.00 | 0010 | $0.340050 | $14,685.01 | ||||||
0690-3-0I |
STEEL REINUN 615GR60 | LB |
46,332.00 | 0010 | $0.340050 | $14,967.35 | ||||||
0690-5-0I |
STEEL REINUN 615GR60 | LB |
46,511.00 | 0011 | $0.340040 | $15,025.16 | ||||||
0690-6-0I |
STEEL REINUN 615GR60 | LB |
227,952.48 | 0012 | $0.340040 | $73,639.05 | ||||||
0690-6-1I |
STEEL REINUN 615GR60 | LB |
172,489.00 | 0015 | $0.340040 | $55,720.50 | ||||||
0690-7-0I |
STEEL REINUN 615GR60 | LB |
34,071.42 | 0017 | $0.340040 | $11,006.36 | ||||||
0710-1-5I |
STEEL REINUN 615GR60 | LB |
43,678.00 | 0017 | $0.340040 | $14,109.65 | ||||||
0710-1-4I |
STEEL REINUN 615GR60 | LB |
41,280.00 | 0017 | $0.340040 | $13,335.01 | ||||||
0710-1-3I |
STEEL REINUN 615GR60 | LB |
40,849.00 | 0017 | $0.340040 | $13,195.78 | ||||||
0710-1-2I |
STEEL REINUN 615GR60 | LB |
41,234.00 | 0017 | $0.340040 | $13,320.15 | ||||||
0710-1-1I |
STEEL REINUN 615GR60 | LB |
43,431.00 | 0017 | $0.340040 | $14,029.86 | ||||||
0710-1-0I |
STEEL REINUN 615GR60 | LB |
37,425.00 | 0017 | $0.340040 | $12,089.70 | ||||||
0710-1-7I |
STEEL REINUN 615GR60 | LB |
40,581.00 | 0018 | $0.340040 | $13,109.52 | ||||||
0710-1-6I |
STEEL REINUN 615GR60 | LB |
43,734.00 | 0018 | $0.340040 | $14,128.07 | ||||||
0690-7-1I |
STEEL REINUN 615GR60 | LB |
2,672.00 | 0019 | $0.340040 | $863.16 | ||||||
0710-1-8I |
STEEL REINUN 615GR60 | LB |
59,251.00 | 0019 | $0.340040 | $19,140.77 | ||||||
0530-2-0I |
PIPE, CMP 3.51 MM | LF |
192.00 | 0038 | $181.150000 | $33,041.68 | ||||||
0530-1-0I |
PIPE, CMP 3.51 MM | LF |
238.00 | 0038 | $179.860000 | $40,666.69 | ||||||
0530-2-1I |
PIPE, CMP 3.51 MM | LF |
238.00 | 0045 | $179.860000 | $40,666.69 | ||||||
0650-1-4I |
STEEL REINUN 615GR60 | LB |
43,194.00 | 0049 | $0.323050 | $13,953.82 | ||||||
0650-1-3I |
STEEL REINUN 615GR60 | LB |
43,413.00 | 0049 | $0.323050 | $14,024.57 | ||||||
0650-1-2I |
STEEL REINUN 615GR60 | LB |
42,257.00 | 0049 | $0.323050 | $13,651.12 | ||||||
0650-1-1I |
STEEL REINUN 615GR60 | LB |
40,922.00 | 0049 | $0.323050 | $13,219.85 | ||||||
0650-1-0I |
STEEL REINUN 615GR60 | LB |
42,153.00 | 0049 | $0.323050 | $13,617.53 | ||||||
0520-3-0I |
PIPE, CMP 2.01 MM | LF |
245.00 | 0074 | $40.221140 | $9,361.47 | ||||||
0520-4-0I |
PIPE, CMP 2.01 MM | LF |
211.00 | 0084 | $40.266920 | $8,071.50 | ||||||
0560-1-0I |
PIPE, MESECT-TYPE 1 | EACH |
6.00 | 0084 | $719.900000 | $4,103.42 | ||||||
0565-1-0I |
PIPE, MESECT-TYPE 1 | EACH |
1.00 | 0084 | $1130.700000 | $1,074.17 | ||||||
0520-2-0A |
PIPE, CMP 2.77 MM | LF |
209.00 | 0007 | $57.886810 | $-11,493.43 | ||||||
0520-1-0A |
PIPE, CMP 2.01 MM | LF |
209.00 | 0007 | $40.281140 | $-7,997.79 | ||||||
0510-1-0A |
PIPE, CMP 1.63 MM | LF |
150.00 | 0010 | $20.377320 | $-2,903.77 | ||||||
0690-5-0A |
STEEL REINUN 615GR60 | LB |
38,891.92 | 0011 | $0.340040 | $-12,563.85 | ||||||
0690-4-0A |
STEEL REINUN 615GR60 | LB |
38,891.92 | 0011 | $0.340050 | $-12,563.87 | ||||||
0690-3-0A |
STEEL REINUN 615GR60 | LB |
38,891.92 | 0011 | $0.340050 | $-12,563.86 | ||||||
0690-2-0A |
STEEL REINUN 615GR60 | LB |
38,891.92 | 0011 | $0.340040 | $-12,563.87 | ||||||
0690-1-0A |
STEEL REINUN 615GR60 | LB |
38,891.92 | 0011 | $0.340040 | $-12,563.86 | ||||||
0690-6-0A |
STEEL REINUN 615GR60 | LB |
98,601.00 | 0012 | $0.340040 | $-31,852.62 | ||||||
0690-5-0A |
STEEL REINUN 615GR60 | LB |
7,619.08 | 0012 | $0.340040 | $-2,461.31 | ||||||
0690-4-0A |
STEEL REINUN 615GR60 | LB |
6,566.08 | 0012 | $0.340050 | $-2,121.14 | ||||||
0690-3-0A |
STEEL REINUN 615GR60 | LB |
7,440.08 | 0012 | $0.340050 | $-2,403.49 | ||||||
0690-2-0A |
STEEL REINUN 615GR60 | LB |
6,921.08 | 0012 | $0.340040 | $-2,235.82 | ||||||
0690-1-0A |
STEEL REINUN 615GR60 | LB |
7,651.08 | 0012 | $0.340040 | $-2,471.65 | ||||||
0690-6-0A |
STEEL REINUN 615GR60 | LB |
34,711.06 | 0013 | $0.340040 | $-11,213.26 | ||||||
0690-6-0A |
STEEL REINUN 615GR60 | LB |
52,883.33 | 0014 | $0.340040 | $-17,083.73 | ||||||
0690-6-1A |
STEEL REINUN 615GR60 | LB |
21,374.18 | 0015 | $0.340040 | $-6,904.67 | ||||||
0690-6-0A |
STEEL REINUN 615GR60 | LB |
41,757.09 | 0015 | $0.340040 | $-13,489.44 | ||||||
0520-2-0A |
PIPE, CMP 2.77 MM | LF |
105.00 | 0016 | $57.886810 | $-5,774.21 | ||||||
0710-1-1A |
STEEL REINUN 615GR60 | LB |
13,865.61 | 0017 | $0.340040 | $-4,479.12 | ||||||
0710-1-0A |
STEEL REINUN 615GR60 | LB |
37,425.00 | 0017 | $0.340040 | $-12,089.70 | ||||||
0710-1-3A |
STEEL REINUN 615GR60 | LB |
8,346.75 | 0018 | $0.340040 | $-2,696.32 | ||||||
0710-1-2A |
STEEL REINUN 615GR60 | LB |
41,234.00 | 0018 | $0.340040 | $-13,320.15 | ||||||
0710-1-1A |
STEEL REINUN 615GR60 | LB |
29,565.39 | 0018 | $0.340040 | $-9,550.74 | ||||||
0510-1-0A |
PIPE, CMP 1.63 MM | LF |
88.50 | 0019 | $20.377320 | $-1,713.22 | ||||||
0710-1-5A |
STEEL REINUN 615GR60 | LB |
6,987.87 | 0019 | $0.340040 | $-2,257.35 | ||||||
0710-1-4A |
STEEL REINUN 615GR60 | LB |
41,280.00 | 0019 | $0.340040 | $-13,335.01 | ||||||
0710-1-3A |
STEEL REINUN 615GR60 | LB |
32,502.25 | 0019 | $0.340040 | $-10,499.46 | ||||||
0710-1-6A |
STEEL REINUN 615GR60 | LB |
31,517.87 | 0020 | $0.340040 | $-10,181.70 | ||||||
0710-1-5A |
STEEL REINUN 615GR60 | LB |
36,690.13 | 0020 | $0.340040 | $-11,852.30 | ||||||
0710-1-7A |
STEEL REINUN 615GR60 | LB |
27,055.67 | 0021 | $0.340040 | $-8,740.22 | ||||||
0710-1-6A |
STEEL REINUN 615GR60 | LB |
12,216.13 | 0021 | $0.340040 | $-3,946.37 | ||||||
0690-7-1A |
STEEL REINUN 615GR60 | LB |
2,672.00 | 0023 | $0.340040 | $-863.16 | ||||||
0690-7-0A |
STEEL REINUN 615GR60 | LB |
34,071.42 | 0023 | $0.340040 | $-11,006.36 | ||||||
0530-2-0A |
PIPE, CMP 3.51 MM | LF |
192.00 | 0045 | $181.150000 | $-33,041.68 | ||||||
0530-2-1A |
PIPE, CMP 3.51 MM | LF |
24.00 | 0047 | $179.860000 | $-4,100.84 | ||||||
0530-2-1A |
PIPE, CMP 3.51 MM | LF |
200.00 | 0055 | $179.860000 | $-34,173.69 | ||||||
0530-2-1A |
PIPE, CMP 3.51 MM | LF |
14.00 | 0056 | $179.860000 | $-2,392.16 | ||||||
0650-1-0A |
STEEL REINUN 615GR60 | LB |
18,139.00 | 0068 | $0.323050 | $-5,859.81 | ||||||
0650-1-1A |
STEEL REINUN 615GR60 | LB |
21,188.00 | 0069 | $0.323050 | $-6,844.78 | ||||||
0650-1-0A |
STEEL REINUN 615GR60 | LB |
24,014.00 | 0069 | $0.323050 | $-7,757.72 | ||||||
0650-1-2A |
STEEL REINUN 615GR60 | LB |
2,188.00 | 0070 | $0.323050 | $-706.83 | ||||||
0650-1-1A |
STEEL REINUN 615GR60 | LB |
19,734.00 | 0070 | $0.323050 | $-6,375.07 | ||||||
0650-1-2A |
STEEL REINUN 615GR60 | LB |
22,504.00 | 0072 | $0.323050 | $-7,269.92 | ||||||
0650-1-2A |
STEEL REINUN 615GR60 | LB |
17,565.00 | 0073 | $0.323050 | $-5,674.37 | ||||||
0650-1-3A |
STEEL REINUN 615GR60 | LB |
28,219.00 | 0073 | $0.323050 | $-9,116.15 | ||||||
0650-1-4A |
STEEL REINUN 615GR60 | LB |
22,830.00 | 0074 | $0.323050 | $-7,375.23 | ||||||
0650-1-3A |
STEEL REINUN 615GR60 | LB |
15,194.00 | 0074 | $0.323050 | $-4,908.42 | ||||||
0650-1-4A |
STEEL REINUN 615GR60 | LB |
-5,135.00 | 0075 | $0.323050 | $1,658.86 | ||||||
0520-3-0A |
PIPE, CMP 2.01 MM | LF |
211.00 | 0093 | $40.221140 | $-8,062.33 | ||||||
0520-4-0A |
PIPE, CMP 2.01 MM | LF |
211.00 | 0093 | $40.266920 | $-8,071.50 | ||||||
0560-1-0A |
PIPE, MESECT-TYPE 1 | EACH |
2.00 | 0110 | $719.900000 | $-1,367.81 | ||||||
0520-3-0A |
PIPE, CMP 2.01 MM | LF |
34.00 | 0121 | $40.221140 | $-1,299.14 | ||||||
0560-1-0A |
PIPE, MESECT-TYPE 1 | EACH |
2.00 | 0121 | $719.900000 | $-1,367.81 | ||||||
0565-1-0A |
PIPE, MESECT-TYPE 1 | EACH |
1.00 | 0121 | $1130.700000 | $-1,074.17 | ||||||
0560-1-0A |
PIPE, MESECT-TYPE 1 | EACH |
2.00 | 0123 | $719.900000 | $-1,367.80 | ||||||
0690-61C |
STEEL REINUN 615GR60 | LB |
0.00 | 0017 | $0.323038 | $-48,815.83 | ||||||
0710-17C |
STEEL REINUN 615GR60 | LB |
0.00 | 0025 | $0.323046 | $-4,369.30 | ||||||
0710-18C |
STEEL REINUN 615GR60 | LB |
0.00 | 0025 | $0.323046 | $-19,140.77 | ||||||
0530-10C |
PIPE, CMP 3.51 MM | LF |
0.00 | 0045 | $170.868445 | $-40,666.69 | ||||||
0650-14C |
STEEL REINUN 615GR60 | LB |
0.00 | 0147 | $0.323050 | $-8,237.45 | ||||||
| SUBTOT | $0.00 |
|||||||||||