ContID 251104 EST NO 0001 |
Date:05/07/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 251104 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
District Office | SOMERSET (08300) Henderlight, Christopher D. | ||||||
Contractor | RAME CONTRACTING LLC | MARS ADDR SN 1 | |||||
651 CO-OP DRIVE | |||||||
PO BOX 293 | |||||||
SPRINGFIELD , KY , 40069 | |||||||
Pay Period | 04/03/2025 TO 05/04/2025 | ||||||
Date Approved | 05/06/2025 | ||||||
Primary Proj Number | DE10001002504 | ||||||
Project No. | STP 6000206 | ||||||
Primary County | PULASKI | ||||||
Name of Road | NEW BURNSIDE CONNECTOR (NEW ROUTE) | ||||||
Description | Midpoint | ||||||
Date Let | 03/20/2025 | Formal Acceptance | |||||
Date Awarded | 03/24/2025 | Date Work Began | 04/17/2025 | ||||
Date Contract Executed | 04/03/2025 | Open To Traffic | |||||
Date NTP Issued | 04/03/2025 | Actual Completion Date | |||||
Current Contract Amount | $4,377,579.36 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $4,377,579.36 |
Total Earnings | $146,496.00 |
$0.00 |
$146,496.00 |
|
Percent Complete | 3.35 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $4,231,083.36 |
Gross Earnings | $146,496.00 |
$0.00 |
$0.00 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $146,496.00 |
$0.00 |
146,496.00 |
|||
Contract Id | 251104 | Change Order Summary |
County | PULASKI | ||||||
Estimate Nbr | 0001 | Project Number | STP 6000206 | |||||||
Contractor | RAME CONTRACTING LLC | Period | 04/03/2025 TO 05/04/2025 | |||||||
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 | 251104 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE10001002504 | ||||||
Estimate Nbr | 0001 | Period | 04/03/2025 TO 05/04/2025 | |||||||
Contractor | RAME CONTRACTING LLC | |||||||||
Project | DE10001002504 | Fed/State Project Number | STP 6000206 | 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 | DE10001002504 | Fed/State Project Number | STP 6000206 | Category | 0001 PAVING | |||||||
0005 | CRUSHED STONE BASE | 00003 | TON | 7,704.00 | 7,704.000 | 0.000 | 0.000 | 32.15 | 0.00 | |||
0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 60.20 | 60.200 | 0.000 | 0.000 | 165.75 | 0.00 | |||
0015 | ASPHALT SEAL COAT | 00103 | TON | 8.10 | 8.100 | 0.000 | 0.000 | 823.85 | 0.00 | |||
0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 65.00 | 65.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
0025 | LEVELING & WEDGING PG76-22 | 00194 | TON | 351.00 | 351.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,348.00 | 3,348.000 | 0.000 | 0.000 | 119.25 | 0.00 | |||
0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 701.00 | 701.000 | 0.000 | 0.000 | 121.10 | 0.00 | |||
0040 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 468.00 | 468.000 | 0.000 | 0.000 | 125.65 | 0.00 | |||
0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 803.00 | 803.000 | 0.000 | 0.000 | 129.00 | 0.00 | |||
0050 | CL3 ASPH SURF 0.38B PG76-22 (REVISED 3/12/2025) | 00387 | TON | 812.00 | 812.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 972.00 | 972.000 | 0.000 | 0.000 | 31.25 | 0.00 | |||
0060 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 9.80 | 9.800 | 0.000 | 0.000 | 10.00 | 0.00 | |||
Project | DE10001002504 | Fed/State Project Number | STP 6000206 | Category | 0002 ROADWAY | |||||||
0065 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,790.00 | 3,790.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
0070 | CONC MEDIAN BARRIER TYPE A TL5 56 IN | 01978 | LF | 703.00 | 703.000 | 0.000 | 0.000 | 197.62 | 0.00 | |||
0075 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
0080 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
0085 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0090 | REMOVE PAVEMENT | 02091 | SQYD | 761.00 | 761.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
0095 | TEMP DITCH | 02159 | LF | 1,150.00 | 1,150.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
0100 | CLEAN TEMP DITCH | 02160 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
0105 | EMBANKMENT IN PLACE | 02230 | CUYD | 40,777.00 | 40,777.000 | 0.000 | 0.000 | 13.35 | 0.00 | |||
0110 | WATER | 02242 | MGAL | 25.00 | 25.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0115 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 337.00 | 337.000 | 0.000 | 0.000 | 15.90 | 0.00 | |||
0120 | REMOVE FENCE | 02265 | LF | 337.00 | 337.000 | 0.000 | 0.000 | 12.59 | 0.00 | |||
0125 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 762.50 | 762.500 | 0.000 | 0.000 | 31.64 | 0.00 | |||
0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 90.16 | 0.00 | |||
0135 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,532.73 | 0.00 | |||
0140 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,032.31 | 0.00 | |||
0145 | REMOVE GUARDRAIL | 02381 | LF | 2,012.00 | 2,012.000 | 0.000 | 0.000 | 3.23 | 0.00 | |||
0150 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 174.89 | 0.00 | |||
0155 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 174.89 | 0.00 | |||
0160 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.06 | 0.00 | |||
0165 | CHANNEL LINING CLASS II | 02483 | TON | 811.00 | 811.000 | 0.000 | 0.000 | 68.25 | 0.00 | |||
0170 | CHANNEL LINING CLASS III | 02484 | TON | 448.00 | 448.000 | 0.000 | 0.000 | 70.25 | 0.00 | |||
0175 | CLEARING AND GRUBBING 15.12 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 28,900.00 | 14,450.00 | 14,450.00 | |
0180 | CONCRETE-CLASS B | 02555 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 2,570.41 | 0.00 | |||
0185 | TEMPORARY SIGNS | 02562 | SQFT | 750.00 | 750.000 | 192.000 | 0.000 | 192.000 | 6.00 | 1,152.00 | 1,152.00 | |
0190 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 7,387.00 | 7,387.000 | 0.000 | 0.000 | 3.80 | 0.00 | |||
0195 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 5,500.00 | 5,500.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
0200 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 87,500.00 | 0.00 | |||
0205 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,200.00 | 0.00 | |||
0210 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 2.000 | 0.000 | 2.000 | 4,452.00 | 8,904.00 | 8,904.00 | |
0215 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
0220 | SHOULDER RUMBLE STRIPS | 02696 | LF | 2,100.00 | 2,100.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
0225 | TEMP SILT FENCE | 02701 | LF | 1,150.00 | 1,150.000 | 376.000 | 0.000 | 376.000 | 2.50 | 940.00 | 940.00 | |
0230 | SILT TRAP TYPE A | 02703 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0235 | SILT TRAP TYPE B | 02704 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0240 | SILT TRAP TYPE C | 02705 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0245 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0250 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0255 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0260 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,000.00 | 0.00 | |||
0265 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,060.00 | 0.00 | |||
0270 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 2,250.00 | 2,250.000 | 0.000 | 0.000 | 32.25 | 0.00 | |||
0275 | EROSION CONTROL BLANKET | 05950 | SQYD | 27,548.00 | 27,548.000 | 0.000 | 0.000 | 2.79 | 0.00 | |||
0280 | TEMP MULCH | 05952 | SQYD | 48,400.00 | 48,400.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
0285 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 38,720.00 | 38,720.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
0290 | INITIAL FERTILIZER | 05963 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,582.14 | 0.00 | |||
0295 | MAINTENANCE FERTILIZER | 05964 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,582.14 | 0.00 | |||
0300 | SEEDING AND PROTECTION | 05985 | SQYD | 38,137.00 | 38,137.000 | 0.000 | 0.000 | 0.77 | 0.00 | |||
0305 | SODDING | 05990 | SQYD | 1,982.00 | 1,982.000 | 0.000 | 0.000 | 11.17 | 0.00 | |||
0310 | AGRICULTURAL LIMESTONE | 05992 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 85.74 | 0.00 | |||
0315 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
0320 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
0325 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,552.00 | 2,552.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
0330 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 7,574.00 | 7,574.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
0335 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 6,370.00 | 6,370.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
0340 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 8,048.00 | 8,048.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
0345 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 4,947.00 | 4,947.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
0350 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 939.00 | 939.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0355 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0360 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0365 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 764.00 | 764.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0370 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
0375 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0380 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
0385 | CRASH CUSHION TY VI CLASS B TL3 | 08902 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 42,649.87 | 0.00 | |||
0390 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,176.23 | 0.00 | |||
0395 | FUEL ADJUSTMENT | 10020NS | DOLL | 44,221.00 | 44,221.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0400 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 24,498.00 | 24,498.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0405 | JOINT ADHESIVE | 20071EC | LF | 2,941.00 | 2,941.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
0410 | TEMPORARY PIPE | 20166ES810 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0415 | OBJECT MARKER TY 3 | 20191ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 87.38 | 0.00 | |||
0420 | SAWCUT PAVEMENT | 20550ND | LF | 2,941.00 | 2,941.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
0425 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,941.00 | 2,941.000 | 0.000 | 0.000 | 6.90 | 0.00 | |||
0430 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 2,075.00 | 2,075.000 | 0.000 | 0.000 | 32.42 | 0.00 | |||
0435 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 3,500.00 | 3,500.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
0440 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23871EC | LF | 400.00 | 400.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0445 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | LF | 400.00 | 400.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
0450 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 340.45 | 0.00 | |||
0455 | DEMOLITION PARCEL 1 | 24641EC | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,000.00 | 5,000.00 | 5,000.00 | |
0460 | DEMOLITION PARCEL 2 | 24641EC | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,000.00 | 5,000.00 | 5,000.00 | |
0465 | DEMOLITION PARCEL 3 | 24641EC | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,000.00 | 5,000.00 | 5,000.00 | |
0470 | DEMOLITION PARCEL 4 | 24641EC | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,000.00 | 5,000.00 | 5,000.00 | |
Project | DE10001002504 | Fed/State Project Number | STP 6000206 | Category | 0003 DRAINAGE | |||||||
0475 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
0480 | CULVERT PIPE-18 IN | 00462 | LF | 153.00 | 153.000 | 0.000 | 0.000 | 152.00 | 0.00 | |||
0485 | CULVERT PIPE-24 IN | 00464 | LF | 208.00 | 208.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
0490 | STORM SEWER PIPE-15 IN | 00521 | LF | 251.00 | 251.000 | 0.000 | 0.000 | 342.75 | 0.00 | |||
0495 | STORM SEWER PIPE-18 IN (REVISED 3-17-2025) | 00522 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 91.00 | 0.00 | |||
0500 | STORM SEWER PIPE-24 IN | 00524 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
0505 | PERFORATED PIPE-4 IN | 01000 | LF | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
0510 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 650.00 | 650.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
0515 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
0520 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
0525 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,350.00 | 0.00 | |||
0530 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,445.00 | 0.00 | |||
0535 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,765.00 | 0.00 | |||
0540 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,825.00 | 0.00 | |||
0545 | CONC MED BARR BOX INLET TY B1 TL5 56 | 01623 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20,580.00 | 0.00 | |||
0550 | CONC MED BARR BOX INLET TY B2 TL5 56 | 01624 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 18,800.00 | 0.00 | |||
0555 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,210.00 | 0.00 | |||
0560 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 847.00 | 847.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0565 | BORE AND JACK PIPE-24 IN (REVISED 3-17-2025) | 21799EN | LF | 98.00 | 98.000 | 0.000 | 0.000 | 1,015.00 | 0.00 | |||
0570 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
0575 | PIPELINE INSPECTION | 24814EC | LF | 869.00 | 869.000 | 0.000 | 0.000 | 2.88 | 0.00 | |||
Project | DE10001002504 | Fed/State Project Number | STP 6000206 | Category | 0004 STRUCTURE | |||||||
0580 | GRANULAR EMBANKMENT | 02223 | CUYD | 330.00 | 330.000 | 0.000 | 0.000 | 83.00 | 0.00 | |||
0585 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
0590 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 48,000.00 | 0.00 | |||
0595 | CONCRETE-CLASS A | 08100 | CUYD | 563.40 | 563.400 | 0.000 | 0.000 | 925.00 | 0.00 | |||
0600 | STEEL REINFORCEMENT | 08150 | LB | 52,358.00 | 52,358.000 | 0.000 | 0.000 | 1.59 | 0.00 | |||
Project | DE10001002504 | Fed/State Project Number | STP 6000206 | Category | 0005 SIGNING | |||||||
0605 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 386.00 | 386.000 | 0.000 | 0.000 | 46.21 | 0.00 | |||
0610 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 113.00 | 113.000 | 0.000 | 0.000 | 47.86 | 0.00 | |||
0615 | STEEL POST TYPE 1 | 06410 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 32.03 | 0.00 | |||
0620 | STEEL POST TYPE 2 | 06411 | LF | 910.00 | 910.000 | 0.000 | 0.000 | 28.72 | 0.00 | |||
0625 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 699.95 | 0.00 | |||
0630 | BARCODE SIGN INVENTORY | 24631EC | EACH | 117.00 | 117.000 | 0.000 | 0.000 | 46.06 | 0.00 | |||
Project | DE10001002504 | Fed/State Project Number | STP 6000206 | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0635 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 202,100.00 | 101,050.00 | 101,050.00 | |
0640 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 64,607.00 | 0.00 | |||
SUBTOT | $146,496.00 |
$146,496.000 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | 0.00 |
$0.000 |