|
Report_Id: 231323 Est NO 0012 |
Date:01/26/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231323 | Estimate Number | 0012 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| 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 | 12/16/2023 TO 12/31/2023 | ||||||
| Date Approved | 01/07/2024 | ||||||
| Primary Proj Number | DE04713572323 | ||||||
| Project No. | STP 6000 (146) | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | SAINT JOHN ROAD (KY 1357) | ||||||
| Description | IMPROVE ISSUES FROM US31W BYPASS TO RING ROAD (KY 3005) | ||||||
| Date Let | 06/22/2023 | Formal Acceptance | |||||
| Date Awarded | 06/30/2023 | Date Work Began | 07/20/2023 | ||||
| Date Contract Executed | 07/18/2023 | Open To Traffic | |||||
| Date NTP Issued | 07/18/2023 | Actual Completion Date | |||||
| Current Contract Amount | $15,377,804.19 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,377,804.19 |
Total Earnings | $1,962,647.95 |
$1,864,899.05 |
$97,748.90 |
|
| Percent Complete | 13.94 |
Stockpiled Materials | $181,352.25 |
$181,352.25 |
$0.00 |
|
| Funds Available | $13,233,803.99 |
Gross Earnings | $2,144,000.20 |
$2,046,251.30 |
$97,748.90 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,144,000.20 |
$2,046,251.30 |
$97,748.90 |
|||
| Contract Id | 231323 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0012 | Project Number | STP 6000 (146) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 12/16/2023 TO 12/31/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 231323 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE04713572323 | ||||||
| Estimate Nbr | 0012 | Period | 12/16/2023 TO 12/31/2023 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE04713572323 | Fed/State Project Number | STP 6000 (146) | 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 | DE04713572323 | Fed/State Project Number | STP 6000 (146) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 18,912.80 | 18,912.800 | 0.000 | 0.000 | 38.18 | 0.00 | |||
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 9,088.60 | 9,088.600 | 0.000 | 0.000 | 72.10 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 719.70 | 719.700 | 0.000 | 0.000 | 53.65 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 20.30 | 20.300 | 0.000 | 0.000 | 278.32 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 2.40 | 2.400 | 0.000 | 0.000 | 1,488.86 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 17,593.00 | 17,593.000 | 0.000 | 0.000 | 89.09 | 0.00 | |||
| 0035 | ASPHALT CURING SEAL | 00358 | TON | 46.80 | 46.800 | 0.000 | 0.000 | 860.32 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 4,040.20 | 4,040.200 | 0.000 | 0.000 | 103.44 | 0.00 | |||
| 0045 | JPC PAVEMENT-8 IN | 02084 | SQYD | 1,173.00 | 1,173.000 | 0.000 | 0.000 | 120.94 | 0.00 | |||
| 0050 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 2,538.00 | 2,538.000 | 0.000 | 0.000 | 95.44 | 0.00 | |||
| 0055 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,569.60 | 0.00 | |||
| 0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 23.70 | 23.700 | 0.000 | 0.000 | 147.67 | 0.00 | |||
| 0065 | SAND FOR BLOTTER | 02702 | TON | 115.90 | 115.900 | 0.000 | 0.000 | 29.09 | 0.00 | |||
| 0070 | JOINT ADHESIVE | 20071EC | LF | 18,500.00 | 18,500.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0075 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 997,146.00 | 997,146.000 | 0.000 | 0.000 | 0.04 | 0.00 | |||
| 0080 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 47.60 | 47.600 | 0.000 | 0.000 | 729.84 | 0.00 | |||
| Project | DE04713572323 | Fed/State Project Number | STP 6000 (146) | Category | 0002 ROADWAY | |||||||
| 0085 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,045.00 | 2,045.000 | 0.000 | 0.000 | 35.26 | 0.00 | |||
| 0090 | PERFORATED PIPE-4 IN | 01000 | LF | 12,093.00 | 12,093.000 | 0.000 | 0.000 | 17.61 | 0.00 | |||
| 0095 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 372.00 | 372.000 | 0.000 | 0.000 | 20.22 | 0.00 | |||
| 0100 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,075.00 | 0.00 | |||
| 0105 | STANDARD CURB AND GUTTER | 01810 | LF | 15,193.60 | 15,193.600 | 0.000 | 0.000 | 25.68 | 0.00 | |||
| 0110 | STANDARD INTEGRAL CURB | 01830 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 64.02 | 0.00 | |||
| 0115 | MOUNTABLE MEDIAN TYPE 2 | 01937 | SQYD | 5.80 | 5.800 | 0.000 | 0.000 | 303.70 | 0.00 | |||
| 0120 | REMOVE PAVEMENT | 02091 | SQYD | 281.00 | 281.000 | 0.000 | 0.000 | 28.36 | 0.00 | |||
| 0125 | PAVED DITCH TYPE 1 | 02157 | SQYD | 948.00 | 948.000 | 0.000 | 0.000 | 152.57 | 0.00 | |||
| 0130 | TEMP DITCH | 02159 | LF | 4,246.00 | 4,246.000 | 0.000 | 0.000 | 3.42 | 0.00 | |||
| 0135 | CLEAN TEMP DITCH | 02160 | LF | 2,123.00 | 2,123.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0140 | EMBANKMENT IN PLACE | 02230 | CUYD | 57,180.00 | 57,180.000 | 13,480.000 | 13,480.000 | 28.86 | 389,032.80 | |||
| 0145 | WATER | 02242 | MGAL | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0150 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 850.00 | 850.000 | 0.000 | 0.000 | 40.13 | 0.00 | |||
| 0155 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,123.97 | 0.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,228.00 | 0.00 | |||
| 0165 | TIMBER GUARD POST | 02390 | EACH | 160.00 | 160.000 | 0.000 | 0.000 | 78.17 | 0.00 | |||
| 0170 | SEPTIC TANK TREATMENT | 02404 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,851.72 | 0.00 | |||
| 0175 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 258.89 | 0.00 | |||
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.69 | 0.00 | |||
| 0185 | WITNESS POST | 02432 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 113.95 | 0.00 | |||
| 0190 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,277.38 | 0.00 | |||
| 0195 | CHANNEL LINING CLASS II | 02483 | TON | 1,180.00 | 1,180.000 | 0.000 | 0.000 | 52.07 | 0.00 | |||
| 0200 | CHANNEL LINING CLASS III | 02484 | TON | 3,299.00 | 3,299.000 | 0.000 | 0.000 | 57.74 | 0.00 | |||
| 0205 | CLEARING AND GRUBBING (23 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 158,470.00 | 142,623.00 | |||
| 0210 | TEMPORARY SIGNS | 02562 | SQFT | 900.00 | 900.000 | 288.500 | 288.500 | 7.80 | 2,250.30 | |||
| 0215 | EDGE KEY | 02585 | LF | 629.80 | 629.800 | 0.000 | 0.000 | 34.32 | 0.00 | |||
| 0220 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 210.00 | 210.000 | 0.000 | 0.000 | 3.67 | 0.00 | |||
| 0225 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 7,000.00 | 7,000.000 | 0.000 | 0.000 | 4.54 | 0.00 | |||
| 0230 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.010 | 0.010 | 539,841.62 | 5,398.41 | |||
| 0235 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 63,595.49 | 0.00 | |||
| 0240 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,677.01 | 0.00 | |||
| 0245 | DIVERSIONS (BY-PASS DETOURS) NO. 3 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 55,223.36 | 0.00 | |||
| 0250 | DIVERSIONS (BY-PASS DETOURS) NO. 4 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 49,420.57 | 0.00 | |||
| 0255 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 7,976.50 | 15,953.00 | |||
| 0260 | SAFELOADING | 02690 | CUYD | 24.10 | 24.100 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0265 | TEMP SILT FENCE | 02701 | LF | 4,246.00 | 4,246.000 | 316.000 | 316.000 | 8.59 | 2,714.44 | |||
| 0270 | SILT TRAP TYPE A | 02703 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 605.44 | 0.00 | |||
| 0275 | SILT TRAP TYPE B | 02704 | EACH | 29.00 | 29.000 | 4.000 | 4.000 | 605.44 | 2,421.76 | |||
| 0280 | SILT TRAP TYPE C | 02705 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 480.09 | 0.00 | |||
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0300 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 5,020.30 | 5,020.300 | 0.000 | 0.000 | 79.62 | 0.00 | |||
| 0305 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 235,210.00 | 0.00 | |||
| 0310 | REMOVE STRUCTURE BRIDGE NO. 047B00082N - OVER BILLY CREEK | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,456.00 | 0.00 | |||
| 0315 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,127.75 | 0.00 | |||
| 0320 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 673.17 | 0.00 | |||
| 0325 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,400.00 | 3,400.000 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 0330 | TEMP MULCH | 05952 | SQYD | 90,766.00 | 90,766.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0335 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 68,075.00 | 68,075.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0340 | INITIAL FERTILIZER | 05963 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0345 | MAINTENANCE FERTILIZER | 05964 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0350 | SEEDING AND PROTECTION | 05985 | SQYD | 62,768.00 | 62,768.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0355 | SODDING | 05990 | SQYD | 15,267.00 | 15,267.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0360 | AGRICULTURAL LIMESTONE | 05992 | TON | 39.00 | 39.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0365 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 68,680.00 | 68,680.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 42,834.00 | 42,834.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0375 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 420.00 | 420.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0380 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 1,807.00 | 1,807.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0385 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 369.00 | 369.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0390 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0395 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0400 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0405 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 859.00 | 859.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0410 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 61.00 | 61.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0415 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 331.00 | 331.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0420 | FUEL ADJUSTMENT | 10020NS | DOLL | 28,015.00 | 28,015.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0425 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 38,940.00 | 38,940.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0430 | SAWCUT PAVEMENT | 20550ND | LF | 50.00 | 50.000 | 0.000 | 0.000 | 9.47 | 0.00 | |||
| 0435 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 275.00 | 275.000 | 0.000 | 0.000 | 41.36 | 0.00 | |||
| 0440 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 19,570.00 | 19,570.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0445 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 580.00 | 580.000 | 0.000 | 0.000 | 46.49 | 0.00 | |||
| 0450 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | LF | 85.00 | 85.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0455 | PIPELINE INSPECTION | 24814EC | LF | 5,406.00 | 5,406.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0460 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,202.16 | 0.00 | |||
| 0965 | CONCRETE BARRIER WALL TYPE 9T (ADDED 6-19-23) | 03171 | LF | 380.00 | 380.000 | 0.000 | 0.000 | 98.13 | 0.00 | |||
| 0970 | CRASH CUSHION TY VI CLASS BT TL2 (ADDED 6-19-23) | 08901 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,863.33 | 0.00 | |||
| Project | DE04713572323 | Fed/State Project Number | STP 6000 (146) | Category | 0003 DRAINAGE | |||||||
| 0465 | ENTRANCE PIPE-15 IN | 00440 | LF | 93.00 | 93.000 | 0.000 | 0.000 | 113.43 | 0.00 | |||
| 0470 | ENTRANCE PIPE-18 IN | 00441 | LF | 121.00 | 121.000 | 0.000 | 0.000 | 106.39 | 0.00 | |||
| 0475 | ENTRANCE PIPE-24 IN EQUIV | 00452 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 149.81 | 0.00 | |||
| 0480 | ENTRANCE PIPE-30 IN EQUIV | 00454 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 220.49 | 0.00 | |||
| 0485 | CULVERT PIPE-15 IN | 00461 | LF | 204.00 | 204.000 | 0.000 | 0.000 | 116.74 | 0.00 | |||
| 0490 | CULVERT PIPE-18 IN | 00462 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 141.93 | 0.00 | |||
| 0495 | CULVERT PIPE-36 IN | 00468 | LF | 67.00 | 67.000 | 0.000 | 0.000 | 255.26 | 0.00 | |||
| 0500 | STORM SEWER PIPE-15 IN | 00521 | LF | 4,589.00 | 4,589.000 | 0.000 | 0.000 | 119.83 | 0.00 | |||
| 0505 | STORM SEWER PIPE-18 IN | 00522 | LF | 3,176.00 | 3,176.000 | 0.000 | 0.000 | 145.99 | 0.00 | |||
| 0510 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,113.00 | 1,113.000 | 0.000 | 0.000 | 150.65 | 0.00 | |||
| 0515 | STORM SEWER PIPE-30 IN | 00526 | LF | 755.00 | 755.000 | 0.000 | 0.000 | 151.23 | 0.00 | |||
| 0520 | STORM SEWER PIPE-36 IN | 00528 | LF | 811.00 | 811.000 | 0.000 | 0.000 | 206.69 | 0.00 | |||
| 0525 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 0530 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0535 | PIPE CULVERT HEADWALL-24 IN EQUIV | 01209 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0540 | PIPE CULVERT HEADWALL-30 IN EQUIV | 01211 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0545 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0550 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0555 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0560 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0565 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0570 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0575 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0580 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0585 | CURB BOX INLET TYPE A | 01456 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0590 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0595 | DROP BOX INLET TYPE 3 | 01496 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0600 | DROP BOX INLET TYPE 13S | 01568 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0605 | DROP BOX INLET TYPE 14 | 01577 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0610 | DROP BOX INLET TYPE 16S | 01587 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0615 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0620 | MANHOLE TYPE A | 01756 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0625 | MANHOLE TYPE C | 01767 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| 0630 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 19,293.00 | 19,293.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0635 | PRECAST CONC BOX SECT 8 X 4 | 03016 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0640 | FOUNDATION PREPARATION ENTRANCE LT. KY 1357 STA. 53+48.9 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 0645 | FOUNDATION PREPARATION ENTRANCE LT. KY 1357 STA. 56+52.2 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0650 | BOX CULVERT HEADWALL | 24695ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,300.00 | 0.00 | |||
| Project | DE04713572323 | Fed/State Project Number | STP 6000 (146) | Category | 0004 BRIDGE - 28368 - STA 47+62.28 KY 1357 OVER BILLY CREEK | |||||||
| 0655 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 115.30 | 115.300 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0660 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 226.00 | 226.000 | 36.030 | 0.000 | 36.030 | 150.00 | 5,404.50 | 5,404.50 | |
| 0665 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 80,900.00 | 20,225.00 | 20,225.00 | |
| 0670 | CONCRETE-CLASS A | 08100 | CUYD | 462.30 | 462.300 | 72.540 | 0.000 | 72.540 | 668.00 | 48,456.72 | 48,456.72 | |
| 0675 | CONCRETE-CLASS AA | 08104 | CUYD | 121.20 | 121.200 | 0.000 | 0.000 | 1,825.00 | 0.00 | |||
| 0680 | STEEL REINFORCEMENT | 08150 | LB | 45,615.00 | 45,615.000 | 7,157.520 | 0.000 | 7,157.520 | 1.62 | 11,595.18 | 11,595.18 | |
| 0685 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 15,724.00 | 15,724.000 | 0.000 | 0.000 | 1.74 | 0.00 | |||
| 0690 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 1,005.00 | 1,005.000 | 0.000 | 0.000 | 317.00 | 0.00 | |||
| 0695 | ANTI-GRAFFITI CLEAR SEALANT | 21118ED | SQYD | 595.00 | 595.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 0700 | CONCRETE FORM LINER | 21119ED | SQYD | 337.00 | 337.000 | 0.000 | 0.000 | 108.00 | 0.00 | |||
| 0705 | CONCRETE SEALING | 23378EC | SQFT | 3,942.00 | 3,942.000 | 0.000 | 0.000 | 1.76 | 0.00 | |||
| 8000 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 349.73 | 0.00 | |||
| Project | DE04713572323 | Fed/State Project Number | STP 6000 (146) | Category | 0005 BRIDGE - 28369 - STA 9+32.5 CROGHAN DRIVE 8' X 4' RCBC | |||||||
| 0710 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,000.00 | 0.00 | |||
| 0715 | CONCRETE-CLASS A | 08100 | CUYD | 88.00 | 88.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0720 | STEEL REINFORCEMENT | 08150 | LB | 8,836.00 | 8,836.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE04713572323 | Fed/State Project Number | STP 6000 (146) | Category | 0006 SEWER - CITY OF ELIZABETHTOWN | |||||||
| 0725 | S BYPASS PUMPING | 15000 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 0730 | S ENCASEMENT CONCRETE | 15012 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0735 | S ENCASEMENT SPECIAL | 15013 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 2,200.00 | 220,000.00 | |||
| 0740 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 102.00 | 102.000 | 120.000 | 120.000 | 841.70 | 101,004.00 | |||
| 0745 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 40.00 | 40.000 | 23.000 | 23.000 | 747.40 | 17,190.20 | |||
| 0750 | S LATERAL SHORT SIDE 04 INCH | 15089 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0755 | S MANHOLE | 15092 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 4,250.00 | 21,250.00 | |||
| 0760 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0765 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0770 | S MANHOLE CASTING STANDARD | 15095 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0775 | S MANHOLE TAP EXISTING | 15099 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0780 | S PIPE PVC 08 INCH | 15112 | LF | 1,417.00 | 1,417.000 | 1,174.000 | 1,174.000 | 247.50 | 290,565.00 | |||
| 0785 | S LATERAL LOCATE | 15136 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,680.00 | 0.00 | |||
| 0790 | SAWCUT PAVEMENT (ASPHALT) | 20550ND | LF | 60.00 | 60.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0795 | SAWCUT PAVEMENT (CONCRETE) | 20550ND | LF | 30.00 | 30.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| Project | DE04713572323 | Fed/State Project Number | STP 6000 (146) | Category | 0007 UTILITY - GAS - CITY OF ELIZABETHTOWN | |||||||
| 0800 | G MAIN ABANDON - | 16068 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| 0805 | G DIRECTIONAL BORE INST | 16500 | LF | 299.00 | 299.000 | 60.000 | 60.000 | 145.50 | 8,730.00 | |||
| 0810 | G PIPE POLYETHYLENE/PLASTIC 02 INCH INST | 16515 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 42.40 | 0.00 | |||
| 0815 | G PIPE STEEL 02 INCH INST | 16523 | LF | 483.00 | 483.000 | 0.000 | 0.000 | 59.10 | 0.00 | |||
| 0820 | G PIPE STEEL 04 INCH INST | 16525 | LF | 837.00 | 837.000 | 0.000 | 0.000 | 61.24 | 0.00 | |||
| 0825 | G PIPE STEEL 06 INCH INST | 16526 | LF | 1,780.00 | 1,780.000 | 25.100 | 160.000 | 185.100 | 62.45 | 1,567.49 | 11,559.49 | |
| 0830 | G REGULATOR STATION INST | 16530 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| 0835 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH INST | 16531 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0840 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH INST | 16536 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0845 | G TIE-IN POLYETHYLENE/PLASTIC 02 IN INST | 16541 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0850 | G VALVE STEEL 02 INCH INST | 16557 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0855 | G VALVE STEEL 06 INCH INST | 16560 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0860 | G METER AND REGULATOR 1 INCH INST | 16568 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0865 | G TIE-IN STEEL 02 INCH INST | 16576 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0870 | G TIE-IN STEEL 04 INCH INST | 16578 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| 0875 | G TIE-IN STEEL 06 INCH INST | 16579 | EACH | 4.00 | 4.000 | 1.000 | 0.000 | 1.000 | 10,500.00 | 10,500.00 | 10,500.00 | |
| 0880 | SAWCUT PAVEMENT (ASPHALT) | 20550ND | LF | 186.00 | 186.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0885 | SAWCUT PAVEMENT (CONCRETE) | 20550ND | LF | 30.00 | 30.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| Project | DE04713572323 | Fed/State Project Number | STP 6000 (146) | Category | 0008 SIGNALIZATION | |||||||
| 0890 | CABLE-NO. 14/7C | 04845 | LF | 1,700.00 | 1,700.000 | 1,775.000 | 1,775.000 | 1.78 | 3,159.50 | |||
| 0895 | MESSENGER-10800 LB | 04885 | LF | 475.00 | 475.000 | 498.000 | 498.000 | 9.68 | 4,820.64 | |||
| 0900 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,840.89 | 7,363.56 | |||
| 0905 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 556.00 | 1,112.00 | |||
| 0910 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 642.20 | 6,422.00 | |||
| 0915 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 642.20 | 1,284.40 | |||
| 0920 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 556.00 | 0.00 | |||
| 0925 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 378.64 | 0.00 | |||
| 0930 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 17.00 | 17.000 | 16.760 | 16.760 | 1,533.31 | 25,698.27 | |||
| 0935 | PVC CONDUIT-3 IN-SCHEDULE 80 | 24902EC | LF | 80.00 | 80.000 | 0.000 | 0.000 | 19.36 | 0.00 | |||
| 0940 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,163.75 | 12,163.75 | |||
| 0945 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,486.55 | 0.00 | |||
| 0950 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,612.68 | 0.00 | |||
| Project | DE04713572323 | Fed/State Project Number | STP 6000 (146) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0955 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 567,650.00 | 567,650.00 | |||
| 0960 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 218,225.00 | 0.00 | |||
| SUBTOT | $97,748.89 |
$1,962,647.93 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0690-1-0I |
BOX BEAM, CB | FT |
1,005.00 | 0007 | $180.450000 | $181,352.25 | ||||||
| SUBTOT | $181,352.25 |
|||||||||||