|
Report_Id: 211032 Est NO 0040 |
Date:11/13/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211032 | Estimate Number | 0040 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Puckett, Miles B. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 10/20/2023 TO 11/02/2023 | ||||||
| Date Approved | 11/13/2023 | ||||||
| Primary Proj Number | DE054041A2132 | ||||||
| Project No. | STP 1091(029) | ||||||
| Primary County | HOPKINS | ||||||
| Name of Road | DIXIE ROAD(US-41A) | ||||||
| Description | IMPROVE US-41A FROM INDUSTRIAL DRIVE TO YORKWOOD PLACE | ||||||
| Date Let | 07/23/2021 | Formal Acceptance | |||||
| Date Awarded | 08/04/2021 | Date Work Began | 11/29/2021 | ||||
| Date Contract Executed | 08/24/2021 | Open To Traffic | |||||
| Date NTP Issued | 08/24/2021 | Actual Completion Date | |||||
| Current Contract Amount | $16,862,299.29 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $16,655,575.62 |
Total Earnings | $7,837,100.88 |
$7,790,465.78 |
$46,635.10 |
|
| Percent Complete | 48.70 |
Stockpiled Materials | $374,297.33 |
$374,297.33 |
$0.00 |
|
| Funds Available | $8,650,901.08 |
Gross Earnings | $8,211,398.21 |
$8,164,763.11 |
$46,635.10 |
|
| Total Change Orders | $206,723.67 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,211,398.21 |
$8,164,763.11 |
$46,635.10 |
|||
| Contract Id | 211032 | Change Order Summary |
County | HOPKINS | ||||||
| Estimate Nbr | 0040 | Project Number | STP 1091(029) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 10/20/2023 TO 11/02/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Portable Message Boards | Approved | 03/15/2022 | $46,000.00 | 5.0 | |||||
| 002 | Meter Vault Upsize | Approved | 07/11/2022 | $11,170.70 | 1.0 | |||||
| 003 | Liquidated Damages Override | Approved | 08/04/2022 | $0.00 | 0.0 | |||||
| 004 | Electrical Utility Relocation and Meter Vault Piping | Approved | 12/12/2022 | $22,852.52 | 3.0 | |||||
| 005 | Claim Settlement | Approved | 03/31/2023 | $153,962.33 | 379.0 | |||||
| 006 | Construction Revision #1 | Approved | 07/26/2023 | $-27,261.88 | 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 | 211032 | COMMONWEALTH OF KENTUCKY |
County | HOPKINS | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE054041A2132 | ||||||
| Estimate Nbr | 0040 | Period | 10/20/2023 TO 11/02/2023 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE054041A2132 | Fed/State Project Number | STP 1091(029) | 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 | DE054041A2132 | Fed/State Project Number | STP 1091(029) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 34,565.00 | 33,887.000 | 4,942.914 | 4,942.914 | 25.13 | 124,215.42 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 346.00 | 346.000 | 0.000 | 0.000 | 27.63 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 ROADBED PREPARATION | 00078 | TON | 59,887.00 | 59,886.000 | 25.630 | 49,432.250 | 49,457.880 | 23.09 | 591.79 | 1,141,982.44 | |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 424.00 | 424.000 | 0.000 | 0.000 | 87.59 | 0.00 | |||
| 0025 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 17,056.00 | 17,056.000 | 0.000 | 0.000 | 62.79 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 29,618.00 | 29,616.000 | 2,301.990 | 2,301.990 | 66.15 | 152,276.63 | |||
| 0035 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 8,079.00 | 7,944.000 | 0.000 | 0.000 | 86.05 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 100.00 | 101.730 | 0.000 | 0.000 | 542.46 | 0.00 | |||
| 0045 | STANDARD CURB AND GUTTER | 01810 | LF | 6,225.00 | 6,225.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0050 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 48.00 | 48.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0055 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 339.00 | 339.000 | 0.000 | 0.000 | 61.97 | 0.00 | |||
| Project | DE054041A2132 | Fed/State Project Number | STP 1091(029) | Category | 0002 ROADWAY | |||||||
| 0065 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 8.26 | 0.00 | |||
| 0070 | REMOVE PAVEMENT | 02091 | SQYD | 10,991.00 | 11,030.000 | 0.000 | 0.000 | 2.68 | 0.00 | |||
| 0075 | TEMP DITCH | 02159 | LF | 5,410.00 | 5,410.000 | 1,778.000 | 1,778.000 | 0.01 | 17.78 | |||
| 0080 | CLEAN TEMP DITCH | 02160 | LF | 2,705.00 | 2,705.000 | 75.000 | 75.000 | 0.01 | 0.75 | |||
| 0085 | ROADWAY EXCAVATION | 02200 | CUYD | 179,165.00 | 172,564.000 | 3,405.000 | 83,208.880 | 86,613.880 | 13.10 | 44,605.50 | 1,134,641.82 | |
| 0090 | WATER | 02242 | MGAL | 400.00 | 400.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0095 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 612.50 | 612.500 | 0.000 | 0.000 | 31.72 | 0.00 | |||
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 57.90 | 0.00 | |||
| 0105 | REMOVE GUARDRAIL | 02381 | LF | 3,385.00 | 3,385.000 | 0.000 | 0.000 | 2.91 | 0.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,387.92 | 0.00 | |||
| 0115 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 190.00 | 191.000 | 0.000 | 0.000 | 152.08 | 0.00 | |||
| 0120 | WITNESS POST | 02432 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0125 | CHANNEL LINING CLASS II | 02483 | TON | 8,281.00 | 9,078.000 | 665.320 | 665.320 | 32.80 | 21,822.49 | |||
| 0130 | CHANNEL LINING CLASS III | 02484 | TON | 1,724.00 | 1,724.000 | 168.080 | 168.080 | 37.10 | 6,235.76 | |||
| 0135 | CLEARING AND GRUBBING (APPROXIMATELY 70 ACRES) | 02545 | LS | 1.00 | 0.000 | 1.000 | 1.000 | 112,083.61 | 112,083.61 | |||
| 0140 | TEMPORARY SIGNS | 02562 | SQFT | 493.50 | 493.500 | 284.000 | 284.000 | 7.66 | 2,175.44 | |||
| 0145 | EDGE KEY | 02585 | LF | 274.00 | 274.000 | 0.000 | 0.000 | 37.54 | 0.00 | |||
| 0150 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 38,504.00 | 38,504.000 | 10,088.990 | 10,088.990 | 1.95 | 19,673.53 | |||
| 0155 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 14,236.00 | 14,236.000 | 910.000 | 27,648.780 | 28,558.780 | 1.58 | 1,437.80 | 45,122.87 | |
| 0160 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 9,930.00 | 10,122.000 | 163.500 | 163.500 | 2.00 | 327.00 | |||
| 0165 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.660 | 0.660 | 215,855.96 | 142,464.93 | |||
| 0170 | DIVERSIONS (BY-PASS DETOURS) (NUMBER 1 STA 100+00 - STA 118+50) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 88,486.37 | 0.00 | |||
| 0175 | DIVERSIONS (BY-PASS DETOURS) (NUMBER 2 STA 200+00 - STA 221+05) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 56,763.02 | 28,381.51 | |||
| 0180 | DIVERSIONS (BY-PASS DETOURS) (NUMBER 3 STA 300+00 - STA 309+00) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,294.78 | 0.00 | |||
| 0185 | DIVERSIONS (BY-PASS DETOURS) (NUMBER 4 STA 400+00 - STA 409+08) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 31,312.78 | 0.00 | |||
| 0190 | SAFELOADING | 02690 | CUYD | 56.14 | 56.140 | 5.500 | 5.500 | 250.00 | 1,375.00 | |||
| 0195 | SHOULDER RUMBLE STRIPS | 02696 | LF | 13,119.00 | 13,119.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0200 | TEMP SILT FENCE | 02701 | LF | 5,410.00 | 5,410.000 | 4,537.000 | 4,537.000 | 3.27 | 14,835.99 | |||
| 0205 | SILT TRAP TYPE A | 02703 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 326.81 | 0.00 | |||
| 0210 | SILT TRAP TYPE B | 02704 | EACH | 51.00 | 51.000 | 97.000 | 97.000 | 326.81 | 31,700.57 | |||
| 0215 | SILT TRAP TYPE C | 02705 | EACH | 51.00 | 51.000 | 23.000 | 23.000 | 270.20 | 6,214.60 | |||
| 0220 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 51.00 | 51.000 | 8.000 | 8.000 | 192.24 | 1,537.92 | |||
| 0225 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 51.00 | 51.000 | 146.000 | 146.000 | 192.24 | 28,067.04 | |||
| 0230 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 51.00 | 51.000 | 3.000 | 3.000 | 186.90 | 560.70 | |||
| 0235 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,797.00 | 1,797.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0240 | STAKING | 02726 | LS | 1.00 | 0.000 | 0.030 | 0.030 | 136,704.00 | 4,101.12 | |||
| 0245 | REMOVE STRUCTURE (EX. 3-SPAN BRIDGE KY 1178 STA.15+93 276 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 56,150.00 | 0.00 | |||
| 0250 | EROSION CONTROL BLANKET | 05950 | SQYD | 20,496.00 | 20,205.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0255 | TEMP MULCH | 05952 | SQYD | 163,474.00 | 164,560.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 122,605.00 | 123,420.000 | 206,059.490 | 206,059.490 | 0.20 | 41,211.89 | |||
| 0265 | INITIAL FERTILIZER | 05963 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0270 | MAINTENANCE FERTILIZER | 05964 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0275 | SEEDING AND PROTECTION | 05985 | SQYD | 242,163.00 | 242,163.000 | 0.000 | 0.000 | 0.37 | 0.00 | |||
| 0280 | SODDING | 05990 | SQYD | 1,083.00 | 1,083.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0285 | AGRICULTURAL LIMESTONE | 05992 | TON | 150.00 | 150.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0290 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 577.85 | 0.00 | |||
| 0295 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 59,915.00 | 59,915.000 | 6,534.000 | 6,534.000 | 0.32 | 2,090.88 | |||
| 0300 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 59,226.00 | 59,776.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
| 0305 | PAVE MARKING-R/R XBUCKS 16 IN | 06563 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 15.75 | 0.00 | |||
| 0310 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 283.00 | 283.000 | 0.000 | 0.000 | 18.25 | 0.00 | |||
| 0315 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0325 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0330 | FUEL ADJUSTMENT | 10020NS | DOLL | 145,123.00 | 145,123.000 | 37,278.550 | 37,278.550 | 1.00 | 37,278.55 | |||
| 0335 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 215,912.00 | 215,912.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0340 | SAWCUT PAVEMENT | 20550ND | LF | 1,233.00 | 1,233.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0345 | LONGITUDINAL EDGE KEY | 21289ED | LF | 949.00 | 949.000 | 0.000 | 0.000 | 9.03 | 0.00 | |||
| 0350 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 24.00 | 24.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0355 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,229.00 | 1,229.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0360 | TURF REINFORCEMENT MAT 3 | 23276EN11F | SQYD | 248.00 | 248.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0365 | INLAID PAVEMENT MARKER | 24489EC | EACH | 671.00 | 671.000 | 0.000 | 0.000 | 17.25 | 0.00 | |||
| 8000 | PORTABLE CHANGEABLE MESSAGE SIGN PORTBALE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 0.00 | 4.000 | 2.000 | 2.000 | 11,500.00 | 23,000.00 | |||
| 8002 | LIQUIDATED DAMAGES Erosion Control | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8006 | TEMPORARY PIPE Construction Revision | 20166ES810 | LF | 0.00 | 80.000 | 0.000 | 0.000 | 82.40 | 0.00 | |||
| 8009 | CLEARING AND GRUBBING Construction Revision Additional | 02545 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 143,861.61 | 0.00 | |||
| 8010 | STAKING Construction Revision Additional | 02726 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 142,614.00 | 0.00 | |||
| Project | DE054041A2132 | Fed/State Project Number | STP 1091(029) | Category | 0003 DRAINAGE | |||||||
| 0370 | ENTRANCE PIPE-15 IN | 00440 | LF | 433.00 | 415.000 | 0.000 | 0.000 | 61.39 | 0.00 | |||
| 0375 | ENTRANCE PIPE-18 IN | 00441 | LF | 122.00 | 122.000 | 0.000 | 0.000 | 98.14 | 0.00 | |||
| 0380 | ENTRANCE PIPE-30 IN | 00445 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 142.26 | 0.00 | |||
| 0385 | CULVERT PIPE-15 IN | 00461 | LF | 150.00 | 150.000 | 135.000 | 135.000 | 80.78 | 10,905.30 | |||
| 0390 | CULVERT PIPE-18 IN | 00462 | LF | 126.00 | 126.000 | 109.000 | 109.000 | 113.71 | 12,394.39 | |||
| 0395 | CULVERT PIPE-24 IN | 00464 | LF | 528.00 | 390.000 | 0.000 | 0.000 | 98.26 | 0.00 | |||
| 0400 | CULVERT PIPE-30 IN | 00466 | LF | 201.00 | 208.000 | 60.000 | 60.000 | 148.54 | 8,912.40 | |||
| 0405 | CULVERT PIPE-36 IN | 00468 | LF | 112.00 | 168.000 | 57.000 | 57.000 | 169.25 | 9,647.25 | |||
| 0410 | CULVERT PIPE-42 IN | 00469 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 304.99 | 0.00 | |||
| 0415 | STORM SEWER PIPE-15 IN | 00521 | LF | 698.00 | 698.000 | 0.000 | 0.000 | 86.22 | 0.00 | |||
| 0420 | STORM SEWER PIPE-18 IN | 00522 | LF | 584.00 | 584.000 | 100.000 | 100.000 | 66.76 | 6,676.00 | |||
| 0425 | STORM SEWER PIPE-24 IN | 00524 | LF | 169.00 | 169.000 | 0.000 | 0.000 | 89.75 | 0.00 | |||
| 0430 | STORM SEWER PIPE-30 IN | 00526 | LF | 246.00 | 246.000 | 0.000 | 0.000 | 126.13 | 0.00 | |||
| 0435 | STORM SEWER PIPE-36 IN | 00528 | LF | 1,239.00 | 1,239.000 | 0.000 | 0.000 | 110.74 | 0.00 | |||
| 0440 | STORM SEWER PIPE-42 IN | 00529 | LF | 746.00 | 746.000 | 80.000 | 80.000 | 141.55 | 11,324.00 | |||
| 0445 | PERFORATED PIPE-4 IN | 01000 | LF | 1,140.00 | 1,110.000 | 0.000 | 0.000 | 8.07 | 0.00 | |||
| 0450 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 16,436.00 | 16,436.000 | 0.000 | 0.000 | 5.28 | 0.00 | |||
| 0455 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,159.00 | 1,196.000 | 0.000 | 0.000 | 9.83 | 0.00 | |||
| 0460 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0465 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 720.00 | 0.00 | |||
| 0470 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 25.00 | 24.000 | 0.000 | 0.000 | 830.00 | 0.00 | |||
| 0475 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 825.00 | 0.00 | |||
| 0480 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0485 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0490 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0495 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0500 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0505 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0510 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0515 | METAL END SECTION TY 1-24 IN | 01373 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0520 | METAL END SECTION TY 1-30 IN | 01374 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
| 0525 | METAL END SECTION TY 3-42 IN | 01396 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0530 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0535 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0540 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0545 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 7.00 | 4.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0550 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0555 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 4.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0560 | CURB BOX INLET TYPE A | 01456 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 5,600.00 | 0.00 | |||
| 0565 | DROP BOX INLET TYPE 1 | 01490 | EACH | 13.00 | 14.000 | 0.000 | 0.000 | 4,700.00 | 0.00 | |||
| 0570 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0575 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0580 | PIPELINE INSPECTION | 24814EC | LF | 5,040.00 | 5,040.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 8007 | FLOWABLE FILL Construction Revision | 02220 | CUYD | 0.00 | 20.000 | 0.000 | 0.000 | 268.08 | 0.00 | |||
| 8008 | ENTRANCE PIPE-18 IN EQUIV Construction Revision | 00451 | LF | 0.00 | 60.000 | 0.000 | 0.000 | 161.00 | 0.00 | |||
| Project | DE054041A2132 | Fed/State Project Number | STP 1091(029) | Category | 0004 BRIDGE- US41A OVER GREASY CREEK STA. 608+86 24'X10' CULVERT | |||||||
| 0585 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,802.00 | 12,802.00 | |||
| 0590 | CONCRETE-CLASS A | 08100 | CUYD | 595.10 | 595.100 | 595.100 | 595.100 | 370.00 | 220,187.00 | |||
| 0595 | STEEL REINFORCEMENT | 08150 | LB | 107,726.00 | 107,726.000 | 107,726.000 | 107,726.000 | 1.21 | 130,348.46 | |||
| Project | DE054041A2132 | Fed/State Project Number | STP 1091(029) | Category | 0005 BRIDGE -US41A OVER UNNAMED STA. 551+64 6'X4' CULVERT | |||||||
| 0600 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0605 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,850.00 | 0.00 | |||
| 0610 | CONCRETE-CLASS A | 08100 | CUYD | 54.20 | 54.200 | 0.000 | 0.000 | 787.00 | 0.00 | |||
| 0615 | STEEL REINFORCEMENT | 08150 | LB | 4,729.00 | 4,729.000 | 0.000 | 0.000 | 1.36 | 0.00 | |||
| Project | DE054041A2132 | Fed/State Project Number | STP 1091(029) | Category | 0006 WATERLINE | |||||||
| 0620 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 4,255.00 | 21,275.00 | |||
| 0625 | W CAP EXISTING MAIN | 14003 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 10,055.00 | 150,825.00 | |||
| 0630 | W DIRECTIONAL BORE | 14004 | LF | 85.00 | 85.000 | 50.000 | 50.000 | 616.00 | 30,800.00 | |||
| 0635 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 584.00 | 0.00 | |||
| 0640 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 670.00 | 53,600.00 | |||
| 0645 | W ENCASEMENT STEEL BORED RANGE 5 20 IN | 14010 | LF | 215.00 | 215.000 | 320.000 | 320.000 | 730.00 | 233,600.00 | |||
| 0650 | W ENCASEMENT STEEL BORED RANGE 5 24 IN | 14010 | LF | 130.00 | 130.000 | 130.000 | 130.000 | 667.00 | 86,710.00 | |||
| 0655 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 30.00 | 30.000 | 90.000 | 90.000 | 276.00 | 24,840.00 | |||
| 0660 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 6,575.00 | 46,025.00 | |||
| 0665 | W FIRE HYDRANT REMOVE | 14021 | EACH | 5.00 | 5.000 | 11.000 | 11.000 | 185.00 | 2,035.00 | |||
| 0670 | W METER 3/4 INCH | 14028 | EACH | 14.00 | 14.000 | 18.000 | 18.000 | 800.00 | 14,400.00 | |||
| 0675 | W METER RELOCATE | 14030 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 580.00 | 580.00 | |||
| 0680 | W METER VAULT | 14031 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 9,235.00 | 0.00 | |||
| 0685 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 550.00 | 550.000 | 518.000 | 518.000 | 86.00 | 44,548.00 | |||
| 0690 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 3,605.00 | 3,605.000 | 3,569.000 | 3,569.000 | 82.00 | 292,658.00 | |||
| 0695 | W PIPE DUCTILE IRON 10 INCH | 14038 | LF | 1,645.00 | 1,645.000 | 1,749.000 | 1,749.000 | 78.00 | 136,422.00 | |||
| 0700 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 3,495.00 | 3,495.000 | 4,120.500 | 4,120.500 | 114.00 | 469,737.00 | |||
| 0705 | W PLUG EXISTING MAIN | 14074 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,715.00 | 5,430.00 | |||
| 0710 | W SERVICE RELOCATE | 14081 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 3,795.00 | 22,770.00 | |||
| 0715 | W TAPPING SLEEVE AND VALVE SIZE 1 6 IN | 14089 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 4,465.00 | 4,465.00 | |||
| 0720 | W TAPPING SLEEVE AND VALVE SIZE 1 8 IN | 14089 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 5,345.00 | 16,035.00 | |||
| 0725 | W TAPPING SLEEVE AND VALVE SIZE 2 10 IN | 14090 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,065.00 | 14,130.00 | |||
| 0730 | W TAPPING SLEEVE AND VALVE SIZE 2 12 IN | 14090 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 8,755.00 | 70,040.00 | |||
| 0735 | W TAPPING SLEEVE AND VALVE SIZE 2 14 IN | 14090 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 18,780.00 | 37,560.00 | |||
| 0740 | W VALVE 06 INCH | 14105 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,460.00 | 2,920.00 | |||
| 0745 | W VALVE 10 INCH | 14107 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 2,765.00 | 16,590.00 | |||
| 0750 | W VALVE 12 INCH | 14108 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,375.00 | 16,875.00 | |||
| 0755 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 5,050.00 | 40,400.00 | |||
| 0760 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 650.00 | 5,850.00 | |||
| 0765 | W METER REMOVE | 14156 | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 185.00 | 2,220.00 | |||
| 0770 | W PIPE DUCTILE IRON 14 INCH | 14159 | LF | 795.00 | 795.000 | 801.000 | 801.000 | 163.00 | 130,563.00 | |||
| 0775 | W VALVE 14 INCH | 14162 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 8,695.00 | 26,085.00 | |||
| 8001 | W METER VAULT W METER VAULT | 14031 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 20,405.70 | 20,405.70 | |||
| 8004 | W VAULT SPECIAL W VAULT SPECIAL | 14125 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 10,024.21 | 10,024.21 | |||
| Project | DE054041A2132 | Fed/State Project Number | STP 1091(029) | Category | 0007 SEWER | |||||||
| 0780 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 675.00 | 67,500.00 | |||
| 0785 | S ENCASEMENT STEEL BORED RANGE 5 | 15018 | LF | 100.00 | 100.000 | 220.000 | 220.000 | 602.00 | 132,440.00 | |||
| 0790 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 30.00 | 30.000 | 90.000 | 90.000 | 259.00 | 23,310.00 | |||
| 0795 | S MANHOLE | 15092 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 4,140.00 | 41,400.00 | |||
| 0800 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,000.00 | 7,000.00 | |||
| 0805 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 2,645.00 | 7,935.00 | |||
| 0810 | S MANHOLE CASTING STANDARD | 15095 | EACH | 13.00 | 13.000 | 14.000 | 14.000 | 555.00 | 7,770.00 | |||
| 0815 | S MANHOLE TAP EXISTING | 15099 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,135.00 | 9,405.00 | |||
| 0820 | S MANHOLE WITH DROP | 15101 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,705.00 | 14,115.00 | |||
| 0825 | S PIPE DUCTILE IRON 08 INCH | 15104 | LF | 180.00 | 180.000 | 182.000 | 182.000 | 110.00 | 20,020.00 | |||
| 0830 | S PIPE DUCTILE IRON 12 INCH | 15106 | LF | 447.00 | 447.000 | 456.000 | 456.000 | 167.00 | 76,152.00 | |||
| 0835 | S PIPE PVC 08 INCH | 15112 | LF | 1,807.00 | 1,807.000 | 1,825.500 | 1,825.500 | 91.00 | 166,120.50 | |||
| Project | DE054041A2132 | Fed/State Project Number | STP 1091(029) | Category | 0008 UTILITY-ELECTRICAL | |||||||
| 0840 | UTILITY RELOCATION | 24725EC | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1,190,800.76 | 0.00 | |||
| 8003 | UTILITY RELOCATION UTILITY RELOCATION | 24725EC | LS | 0.00 | 0.000 | 0.000 | 0.000 | 1,203,629.07 | 0.00 | |||
| 8005 | UTILITY RELOCATION UTILITY RELOCATION | 24725EC | LS | 0.00 | 1.000 | 0.900 | 0.900 | 1,357,591.40 | 1,221,832.26 | |||
| 8011 | UTILITY RELOCATION 9/18/2023 UTILITY RELOCATION | 24725EC | LS | 0.00 | 0.000 | 0.000 | 0.000 | 1,380,019.56 | 0.00 | |||
| Project | DE054041A2132 | Fed/State Project Number | STP 1091(029) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0845 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 442,290.12 | 442,290.12 | |||
| 0850 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 238,591.20 | 0.00 | |||
| SUBTOT | $46,635.09 |
$7,837,100.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0840-1-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0023 | $263671.410000 | $263,671.41 | ||||||
8005-1-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0032 | $575842.050000 | $575,842.05 | ||||||
0840-1-0A |
UTILITY INCIDENTAL | LS |
0.35 | 0029 | $263671.410000 | $-92,284.99 | ||||||
0840-1-0A |
UTILITY INCIDENTAL | LS |
-0.35 | 0030 | $263671.410000 | $92,284.99 | ||||||
8005-1-0A |
UTILITY INCIDENTAL | LS |
0.10 | 0032 | $575842.050000 | $-57,584.21 | ||||||
8005-1-0A |
UTILITY INCIDENTAL | LS |
0.15 | 0033 | $575842.050000 | $-86,376.31 | ||||||
8005-1-0A |
UTILITY INCIDENTAL | LS |
0.05 | 0035 | $575842.050000 | $-28,792.10 | ||||||
8005-1-0A |
UTILITY INCIDENTAL | LS |
0.05 | 0036 | $575842.050000 | $-28,792.10 | ||||||
0840-10C |
UTILITY INCIDENTAL | LS |
0.00 | 0032 | $263671.410000 | $-263,671.41 | ||||||
| SUBTOT | $374,297.33 |
|||||||||||