|
Report_Id: 211330 Est NO 0016 |
Date:09/16/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211330 | Estimate Number | 0016 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Murphy, Logan W. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 08/25/2022 TO 09/07/2022 | ||||||
| Date Approved | 09/16/2022 | ||||||
| Primary Proj Number | DE00904602130 | ||||||
| Project No. | STP 4601 (053) | ||||||
| Primary County | BOURBON | ||||||
| Name of Road | US 460 | ||||||
| Description | RELOCATE US 460 FROM RUSSELL CAVE (KY 353) TO PARIS BYPASS ( US 27) | ||||||
| Date Let | 09/24/2021 | Formal Acceptance | |||||
| Date Awarded | 10/06/2021 | Date Work Began | 11/22/2021 | ||||
| Date Contract Executed | 10/25/2021 | Open To Traffic | |||||
| Date NTP Issued | 10/25/2021 | Actual Completion Date | |||||
| Current Contract Amount | $16,426,240.60 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $16,379,240.60 |
Total Earnings | $2,731,554.16 |
$2,329,645.85 |
$401,908.31 |
|
| Percent Complete | 16.63 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $13,694,686.44 |
Gross Earnings | $2,731,554.16 |
$2,329,645.85 |
$401,908.31 |
|
| Total Change Orders | $47,000.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,731,554.16 |
$2,329,645.85 |
$401,908.31 |
|||
| Contract Id | 211330 | Change Order Summary |
County | BOURBON | ||||||
| Estimate Nbr | 0016 | Project Number | STP 4601 (053) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 08/25/2022 TO 09/07/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Temporary Signs | Approved | 02/22/2022 | $4,500.00 | 1.0 | |||||
| 002 | Structure Removal Parcel 136 | Approved | 03/15/2022 | $12,500.00 | 1.0 | |||||
| 003 | 24" Open Cut Encasement Pipe | Approved | 07/26/2022 | $30,000.00 | 2.0 | |||||
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 | 211330 | COMMONWEALTH OF KENTUCKY |
County | BOURBON | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE00904602130 | ||||||
| Estimate Nbr | 0016 | Period | 08/25/2022 TO 09/07/2022 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | 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 | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 57,545.00 | 57,545.000 | 5,959.850 | 1,125.400 | 7,085.250 | 23.05 | 137,374.54 | 163,315.01 | |
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 132,383.00 | 132,383.000 | 10,920.000 | 12,606.000 | 23,526.000 | 4.60 | 50,232.00 | 108,219.60 | |
| 0015 | LIME | 00014 | TON | 2,526.00 | 2,526.000 | 209.610 | 239.920 | 449.530 | 188.00 | 39,406.68 | 84,511.64 | |
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 614.00 | 614.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 330.00 | 330.000 | 158.610 | 158.610 | 118.75 | 18,834.93 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 41,668.00 | 41,668.000 | 0.000 | 0.000 | 74.75 | 0.00 | |||
| 0035 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 7,824.00 | 7,824.000 | 315.610 | 315.610 | 88.75 | 28,010.38 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,717.00 | 2,717.000 | 0.000 | 0.000 | 96.75 | 0.00 | |||
| 0045 | ASPHALT CURING SEAL | 00358 | TON | 132.00 | 132.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 10,225.00 | 10,225.000 | 0.000 | 0.000 | 96.75 | 0.00 | |||
| 0055 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 171.00 | 171.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0060 | SAND FOR BLOTTER | 02702 | TON | 329.00 | 329.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0065 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 196.20 | 196.200 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 114.00 | 114.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0075 | STANDARD CURB AND GUTTER | 01810 | LF | 2,586.00 | 2,586.000 | 0.000 | 0.000 | 23.37 | 0.00 | |||
| 0080 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0085 | REMOVE PAVEMENT | 02091 | SQYD | 11,493.00 | 11,493.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0090 | TEMP DITCH | 02159 | LF | 17,257.00 | 17,257.000 | 550.000 | 550.000 | 0.10 | 55.00 | |||
| 0095 | CLEAN TEMP DITCH | 02160 | LF | 8,628.00 | 8,628.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0100 | ROADWAY EXCAVATION | 02200 | CUYD | 271,317.00 | 271,317.000 | 9,904.000 | 78,332.830 | 88,236.830 | 7.95 | 78,736.80 | 701,482.79 | |
| 0105 | WATER | 02242 | MGAL | 7,530.00 | 7,530.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0110 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0115 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0125 | REMOVE GUARDRAIL | 02381 | LF | 2,451.00 | 2,451.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,550.00 | 0.00 | |||
| 0135 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 233.00 | 233.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0140 | WITNESS POST | 02432 | EACH | 181.00 | 181.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0145 | CHANNEL LINING CLASS II | 02483 | TON | 7,505.00 | 7,505.000 | 24.980 | 2,017.040 | 2,042.020 | 28.00 | 699.44 | 57,176.56 | |
| 0150 | CHANNEL LINING CLASS III | 02484 | TON | 3,246.00 | 3,246.000 | 25.520 | 25.520 | 31.00 | 791.12 | |||
| 0155 | CLEARING AND GRUBBING 166.37 ACRES @ $1,500/ACRE | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 249,555.00 | 124,777.50 | |||
| 0160 | EDGE KEY | 02585 | LF | 442.00 | 442.000 | 0.000 | 0.000 | 89.75 | 0.00 | |||
| 0165 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 23,924.00 | 23,924.000 | 628.000 | 628.000 | 1.85 | 1,161.80 | |||
| 0170 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 15,165.00 | 15,165.000 | 256.550 | 1,120.560 | 1,377.110 | 2.00 | 513.10 | 2,754.22 | |
| 0175 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 410,000.00 | 41,000.00 | |||
| 0180 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| 0185 | SAFELOADING (REVISED 9-17-2021) | 02690 | CUYD | 55.00 | 55.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0190 | SHOULDER RUMBLE STRIPS | 02696 | LF | 72,859.00 | 72,859.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0195 | TEMP SILT FENCE | 02701 | LF | 17,257.00 | 17,257.000 | 2,114.000 | 2,114.000 | 2.00 | 4,228.00 | |||
| 0200 | SILT TRAP TYPE A | 02703 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0205 | SILT TRAP TYPE B | 02704 | EACH | 128.00 | 128.000 | 4.000 | 11.000 | 15.000 | 50.00 | 200.00 | 750.00 | |
| 0210 | SILT TRAP TYPE C | 02705 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0230 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 20.00 | 20.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0235 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.120 | 0.200 | 0.320 | 178,000.00 | 21,360.00 | 56,960.00 | |
| 0240 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 5,050.00 | 5,050.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0245 | EROSION CONTROL BLANKET | 05950 | SQYD | 32,814.00 | 32,814.000 | 3,420.670 | 3,420.670 | 1.60 | 5,473.07 | |||
| 0250 | TEMP MULCH | 05952 | SQYD | 414,397.00 | 414,397.000 | 500.000 | 500.000 | 0.20 | 100.00 | |||
| 0255 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 309,252.00 | 309,252.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0260 | INITIAL FERTILIZER | 05963 | TON | 19.00 | 19.000 | 0.900 | 0.900 | 900.00 | 810.00 | |||
| 0265 | MAINTENANCE FERTILIZER | 05964 | TON | 32.00 | 32.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0270 | SEEDING AND PROTECTION | 05985 | SQYD | 618,504.00 | 618,504.000 | 41,530.000 | 41,530.000 | 0.39 | 16,196.70 | |||
| 0275 | AGRICULTURAL LIMESTONE | 05992 | TON | 383.40 | 383.400 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0280 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 745.00 | 745.000 | 0.000 | 0.000 | 19.25 | 0.00 | |||
| 0285 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 68.00 | 68.000 | 0.000 | 0.000 | 19.25 | 0.00 | |||
| 0290 | STEEL POST TYPE 1 | 06410 | LF | 1,551.00 | 1,551.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0295 | PAVE STRIPING-TEMP PAINT-4 IN (WHITE) | 06510 | LF | 157,900.00 | 157,900.000 | 6,599.000 | 6,599.000 | 0.15 | 989.85 | |||
| 0300 | PAVE STRIPING-TEMP PAINT-4 IN (YELLOW) | 06510 | LF | 78,950.00 | 78,950.000 | 44,205.000 | 44,205.000 | 0.15 | 6,630.75 | |||
| 0305 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 246.00 | 246.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0310 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,630.00 | 1,630.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0315 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0325 | FUEL ADJUSTMENT | 10020NS | DOLL | 177,505.00 | 177,505.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 244,405.00 | 244,405.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0335 | OBJECT MARKER TY 3 | 20191ED | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0340 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 35,303.00 | 35,303.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0345 | TEMP CRASH CUSHION | 20738NS112 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0350 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 68.00 | 68.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0355 | DRY STONE MASONRY WALL | 21687EN | LF | 1,644.00 | 1,644.000 | 80.000 | 260.000 | 340.000 | 168.98 | 13,518.40 | 57,453.20 | |
| 0360 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 4,050.00 | 4,050.000 | 0.000 | 0.000 | 31.50 | 0.00 | |||
| 0365 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 10,109.00 | 10,109.000 | 265.330 | 265.330 | 6.10 | 1,618.51 | |||
| 0370 | INLAID PAVEMENT MARKER | 24489EC | EACH | 984.00 | 984.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0375 | BARCODE SIGN INVENTORY | 24631EC | EACH | 203.00 | 203.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0380 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 80,480.00 | 80,480.000 | 0.000 | 0.000 | 0.92 | 0.00 | |||
| 0385 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 68,532.00 | 68,532.000 | 0.000 | 0.000 | 0.92 | 0.00 | |||
| 8001 | TEMPORARY SIGNS | 02562 | SQFT | 0.00 | 300.000 | 522.000 | 522.000 | 15.00 | 7,830.00 | |||
| 8002 | REMOVE Building located on Parcel 136 | 23055N | LS | 0.00 | 1.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0003 DRAINAGE | |||||||
| 0390 | ENTRANCE PIPE-15 IN | 00440 | LF | 1,445.00 | 1,445.000 | 140.000 | 140.000 | 60.00 | 8,400.00 | |||
| 0395 | ENTRANCE PIPE-24 IN | 00443 | LF | 243.00 | 243.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0400 | ENTRANCE PIPE-30 IN | 00445 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0405 | CULVERT PIPE-15 IN | 00461 | LF | 105.00 | 105.000 | 48.000 | 48.000 | 80.00 | 3,840.00 | |||
| 0410 | CULVERT PIPE-18 IN | 00462 | LF | 469.00 | 469.000 | 9.000 | 9.000 | 90.00 | 810.00 | |||
| 0415 | CULVERT PIPE-24 IN (REVISED 9-23-2021) | 00464 | LF | 315.00 | 315.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0420 | CULVERT PIPE-30 IN | 00466 | LF | 634.00 | 634.000 | 52.000 | 67.000 | 119.000 | 120.00 | 6,240.00 | 14,280.00 | |
| 0425 | CULVERT PIPE-36 IN (REVISED 9-23-2021) | 00468 | LF | 359.00 | 359.000 | 75.000 | 147.000 | 222.000 | 160.00 | 12,000.00 | 35,520.00 | |
| 0430 | CULVERT PIPE-48 IN | 00470 | LF | 503.00 | 503.000 | 186.000 | 186.000 | 250.00 | 46,500.00 | |||
| 0435 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 185.00 | 11,470.00 | |||
| 0440 | CULVERT PIPE-54 IN EQUIV | 00500 | LF | 138.00 | 138.000 | 30.000 | 30.000 | 340.00 | 10,200.00 | |||
| 0445 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,014.00 | 1,014.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0450 | STORM SEWER PIPE-18 IN | 00522 | LF | 673.00 | 673.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0455 | STORM SEWER PIPE-24 IN | 00524 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0460 | PERFORATED PIPE-4 IN | 01000 | LF | 70,632.00 | 70,632.000 | 5,767.000 | 0.000 | 5,767.000 | 6.05 | 34,890.35 | 34,890.35 | |
| 0465 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,140.00 | 1,140.000 | 161.000 | 0.000 | 161.000 | 17.00 | 2,737.00 | 2,737.00 | |
| 0470 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| 0475 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 93.00 | 93.000 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| 0480 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0485 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0490 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0495 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 12.00 | 12.000 | 1.000 | 2.000 | 3.000 | 2,000.00 | 2,000.00 | 6,000.00 | |
| 0500 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 12.00 | 12.000 | 1.000 | 2.000 | 3.000 | 2,000.00 | 2,000.00 | 6,000.00 | |
| 0505 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 2,300.00 | 9,200.00 | |||
| 0510 | REMOVE PIPE | 01310 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0515 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0520 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0525 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0530 | CURB BOX INLET TYPE A | 01456 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0535 | DROP BOX INLET TYPE 3 | 01496 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0540 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0545 | CONCRETE-CLASS A | 08100 | CUYD | 4.91 | 4.910 | 7.065 | 7.065 | 2,000.00 | 14,130.00 | |||
| 0550 | STEEL REINFORCEMENT | 08150 | LB | 379.00 | 379.000 | 438.000 | 438.000 | 5.00 | 2,190.00 | |||
| 0555 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 154.00 | 154.000 | 200.000 | 200.000 | 540.00 | 108,000.00 | |||
| 0560 | ENTRANCE PIPE-36 IN | 22581EN | LF | 95.00 | 95.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0565 | BORE AND JACK PIPE-36 IN | 24186EC | LF | 50.00 | 50.000 | 40.000 | 40.000 | 615.00 | 24,600.00 | |||
| 8003 | OPEN CUT W/ STEEL ENCASEMENT 24" | 21788ED | LF | 0.00 | 75.000 | 49.000 | 49.000 | 400.00 | 19,600.00 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0004 BRIDGE - 28407 - RCBC | |||||||
| 0570 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0575 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 17.00 | 17.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0580 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| 0585 | CONCRETE-CLASS A | 08100 | CUYD | 69.70 | 69.700 | 0.000 | 0.000 | 835.00 | 0.00 | |||
| 0590 | STEEL REINFORCEMENT | 08150 | LB | 5,951.00 | 5,951.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0005 BRIDGE - 28408 - RCBC | |||||||
| 0595 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 63.00 | 63.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0600 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 10,250.00 | 5,125.00 | |||
| 0605 | CONCRETE-CLASS A | 08100 | CUYD | 92.10 | 92.100 | 46.000 | 46.000 | 920.00 | 42,320.00 | |||
| 0610 | STEEL REINFORCEMENT | 08150 | LB | 6,511.00 | 6,511.000 | 3,255.000 | 3,255.000 | 1.25 | 4,068.75 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0006 BRIDGE - 28409 - RCBC | |||||||
| 0615 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 145.00 | 145.000 | 13.580 | 13.580 | 80.00 | 1,086.40 | |||
| 0620 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 6,500.00 | 3,250.00 | |||
| 0625 | CONCRETE-CLASS A | 08100 | CUYD | 161.40 | 161.400 | 80.000 | 80.000 | 810.00 | 64,800.00 | |||
| 0630 | STEEL REINFORCEMENT | 08150 | LB | 17,742.00 | 17,742.000 | 8,871.000 | 8,871.000 | 1.25 | 11,088.75 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0007 BRIDGE - 28410 - RCBC | |||||||
| 0635 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 66.00 | 66.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0640 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,500.00 | 15,500.00 | |||
| 0645 | CONCRETE-CLASS A | 08100 | CUYD | 80.20 | 80.200 | 74.120 | 74.120 | 1,000.00 | 74,120.00 | |||
| 0650 | STEEL REINFORCEMENT | 08150 | LB | 10,887.00 | 10,887.000 | 10,887.000 | 10,887.000 | 1.25 | 13,608.75 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0008 BRIDGE - 28411 - RCBC | |||||||
| 0655 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0660 | CONCRETE-CLASS A | 08100 | CUYD | 85.60 | 85.600 | 85.600 | 85.600 | 750.00 | 64,200.00 | |||
| 0665 | STEEL REINFORCEMENT | 08150 | LB | 8,327.00 | 8,327.000 | 8,327.000 | 8,327.000 | 1.25 | 10,408.75 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0009 BRIDGE - 28412 - RCBC | |||||||
| 0670 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 7,500.00 | 3,750.00 | |||
| 0675 | CONCRETE-CLASS A | 08100 | CUYD | 79.60 | 79.600 | 40.000 | 40.000 | 865.00 | 34,600.00 | |||
| 0680 | STEEL REINFORCEMENT | 08150 | LB | 8,021.00 | 8,021.000 | 4,011.000 | 4,011.000 | 1.25 | 5,013.75 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0010 BRIDGE - 28413 - RCBC | |||||||
| 0685 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0690 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,750.00 | 0.00 | |||
| 0695 | CONCRETE-CLASS A | 08100 | CUYD | 63.20 | 63.200 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0700 | STEEL REINFORCEMENT | 08150 | LB | 6,149.00 | 6,149.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0011 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0705 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 523,116.00 | 523,116.00 | |||
| 0710 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 242,057.74 | 0.00 | |||
| Project | DE00904602130 | Fed/State Project Number | STP 4601 (053) | Category | 0012 TRAINEES | |||||||
| 0715 | TRAINEE PAYMENT REIMBURSEMENT (1 GROUP 2, 3 OR 4 OPERATOR) | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $401,908.31 |
$2,731,554.16 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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