|
Report_Id: 171034 Est NO 0025 |
Date:05/13/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171034 | Estimate Number | 0025 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03360) Kidd, Benjamin P. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 04/20/2019 TO 05/03/2019 | ||||||
| Date Approved | 05/10/2019 | ||||||
| Primary Proj Number | DE0860NEW1734 | ||||||
| Project No. | STP 5102(012) | ||||||
| Primary County | MONROE | ||||||
| Name of Road | TOMPKINSVILLE BYPASS(NEW ROUTE) | ||||||
| Description | TOMPKINSVILLE BYPASS(NEW ROUTE) | ||||||
| Date Let | 09/29/2017 | Formal Acceptance | |||||
| Date Awarded | 10/06/2017 | Date Work Began | 12/04/2017 | ||||
| Date Contract Executed | 10/30/2017 | Open To Traffic | |||||
| Date NTP Issued | 10/30/2017 | Actual Completion Date | |||||
| Current Contract Amount | $7,621,911.85 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,621,911.85 |
Total Earnings | $3,698,940.64 |
$3,591,616.73 |
$107,323.91 |
|
| Percent Complete | 49.35 |
Stockpiled Materials | $62,378.93 |
$62,378.93 |
$0.00 |
|
| Funds Available | $3,860,592.28 |
Gross Earnings | $3,761,319.57 |
$3,653,995.66 |
$107,323.91 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,761,319.57 |
$3,653,995.66 |
$107,323.91 |
|||
| Contract Id | 171034 | Change Order Summary |
County | MONROE | ||||||
| Estimate Nbr | 0025 | Project Number | STP 5102(012) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 04/20/2019 TO 05/03/2019 | |||||||
| 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 | 171034 | COMMONWEALTH OF KENTUCKY |
County | MONROE | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE0860NEW1734 | ||||||
| Estimate Nbr | 0025 | Period | 04/20/2019 TO 05/03/2019 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE0860NEW1734 | Fed/State Project Number | STP 5102(012) | 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 | DE0860NEW1734 | Fed/State Project Number | STP 5102(012) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 19,357.00 | 19,357.000 | 4,613.840 | 4,613.840 | 18.65 | 86,048.11 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 357.00 | 357.000 | 619.640 | 619.640 | 18.60 | 11,525.30 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 22.80 | 22.800 | 0.000 | 0.000 | 186.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 2.70 | 2.700 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 54.00 | 54.000 | 0.000 | 0.000 | 73.55 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 13,155.00 | 13,155.000 | 1,774.020 | 1,774.020 | 56.50 | 100,232.13 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,647.00 | 3,647.000 | 0.000 | 0.000 | 65.75 | 0.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 614.00 | 614.000 | 0.000 | 0.000 | 57.95 | 0.00 | |||
| Project | DE0860NEW1734 | Fed/State Project Number | STP 5102(012) | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 27.46 | 0.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 17,271.00 | 17,271.000 | 50.630 | 12,909.010 | 12,959.640 | 16.98 | 859.69 | 220,054.68 | |
| 0055 | PERFORATED PIPE-4 IN | 01000 | LF | 2,497.00 | 2,497.000 | 293.000 | 293.000 | 9.60 | 2,812.80 | |||
| 0060 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 2,371.00 | 2,371.000 | 383.000 | 383.000 | 9.80 | 3,753.40 | |||
| 0065 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 468.32 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 468.32 | 0.00 | |||
| 0075 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 25.00 | 25.000 | 2.000 | 2.000 | 468.32 | 936.64 | |||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0085 | BARRICADE-TYPE III | 02014 | EACH | 23.00 | 23.000 | 8.000 | 8.000 | 141.51 | 1,132.08 | |||
| 0090 | REMOVE PAVEMENT | 02091 | SQYD | 2,119.00 | 2,119.000 | 0.000 | 0.000 | 4.28 | 0.00 | |||
| 0095 | TEMP DITCH | 02159 | LF | 14,422.00 | 14,422.000 | 300.000 | 3,863.000 | 4,163.000 | 0.22 | 66.00 | 915.86 | |
| 0100 | CLEAN TEMP DITCH | 02160 | LF | 7,211.00 | 7,211.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0105 | ROADWAY EXCAVATION | 02200 | CUYD | 525,639.00 | 525,639.000 | 17,674.200 | 347,872.100 | 365,546.300 | 3.84 | 67,868.92 | 1,403,697.79 | |
| 0110 | GRANULAR EMBANKMENT | 02223 | CUYD | 520.00 | 520.000 | 0.000 | 0.000 | 26.78 | 0.00 | |||
| 0115 | WATER | 02242 | MGAL | 1,092.00 | 1,092.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0120 | FENCE-TEMP | 02259 | LF | 1,000.00 | 1,000.000 | 685.000 | 685.000 | 2.80 | 1,918.00 | |||
| 0125 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 40,563.00 | 40,563.000 | 4,443.180 | 4,443.180 | 5.10 | 22,660.21 | |||
| 0130 | FENCE-8 FT CHAIN LINK | 02275 | LF | 447.00 | 447.000 | 358.000 | 358.000 | 29.84 | 10,682.72 | |||
| 0135 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,325.00 | 2,325.000 | 37.500 | 37.500 | 14.20 | 532.50 | |||
| 0140 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 11.00 | 11.000 | 4.000 | 4.000 | 40.00 | 160.00 | |||
| 0145 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 0150 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0155 | REMOVE GUARDRAIL | 02381 | LF | 1,300.00 | 1,300.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0165 | TEMP GUARDRAIL | 02397 | LF | 1,300.00 | 1,300.000 | 550.000 | 550.000 | 6.50 | 3,575.00 | |||
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 176.00 | 176.000 | 0.000 | 0.000 | 146.42 | 0.00 | |||
| 0175 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 146.42 | 0.00 | |||
| 0180 | WITNESS POST | 02432 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 70.70 | 0.00 | |||
| 0185 | CLEAN SINKHOLE | 02469 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 2,670.00 | 10,680.00 | |||
| 0190 | CHANNEL LINING CLASS II | 02483 | TON | 19,692.00 | 19,692.000 | 363.860 | 9,567.680 | 9,931.540 | 22.41 | 8,154.10 | 222,565.81 | |
| 0195 | CHANNEL LINING CLASS III | 02484 | TON | 6,358.00 | 6,358.000 | 2,233.840 | 2,233.840 | 25.11 | 56,091.72 | |||
| 0200 | CLEARING AND GRUBBING 136.55 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 116,179.62 | 116,179.62 | |||
| 0205 | CONCRETE-CLASS B | 02555 | CUYD | 56.00 | 56.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0210 | TEMPORARY SIGNS | 02562 | SQFT | 1,830.00 | 1,830.000 | 789.000 | 789.000 | 5.81 | 4,584.09 | |||
| 0215 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 37,917.00 | 37,917.000 | 7,900.550 | 7,900.550 | 1.87 | 14,774.02 | |||
| 0220 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 100,897.00 | 100,897.000 | 3,500.000 | 34,959.670 | 38,459.670 | 1.91 | 6,685.00 | 73,457.96 | |
| 0225 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 202,766.18 | 60,829.85 | |||
| 0230 | DIVERSIONS (BY-PASS DETOURS) CAPP HARLAN ROAD | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53,767.97 | 0.00 | |||
| 0235 | DIVERSIONS (BY-PASS DETOURS) CAVE SPRINGS ROAD | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 47,437.76 | 23,718.88 | |||
| 0240 | DIVERSIONS (BY-PASS DETOURS) KY 100 | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 33,769.79 | 16,884.89 | |||
| 0245 | DIVERSIONS (BY-PASS DETOURS) KY 1049 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 33,673.67 | 0.00 | |||
| 0250 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,698.12 | 0.00 | |||
| 0255 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,850.00 | 0.00 | |||
| 0260 | TEMP SILT FENCE | 02701 | LF | 14,422.00 | 14,422.000 | 9,509.000 | 9,509.000 | 2.41 | 22,916.69 | |||
| 0265 | SILT TRAP TYPE A | 02703 | EACH | 137.00 | 137.000 | 2.000 | 76.000 | 78.000 | 32.68 | 65.36 | 2,549.04 | |
| 0270 | SILT TRAP TYPE B | 02704 | EACH | 137.00 | 137.000 | 35.000 | 240.000 | 275.000 | 32.68 | 1,143.80 | 8,987.00 | |
| 0275 | SILT TRAP TYPE C | 02705 | EACH | 137.00 | 137.000 | 23.000 | 23.000 | 32.68 | 751.64 | |||
| 0280 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 137.00 | 137.000 | 43.000 | 43.000 | 0.01 | 0.43 | |||
| 0285 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 137.00 | 137.000 | 42.000 | 320.000 | 362.000 | 0.01 | 0.42 | 3.62 | |
| 0290 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 137.00 | 137.000 | 21.000 | 21.000 | 32.68 | 686.28 | |||
| 0295 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 92,000.72 | 36,800.28 | |||
| 0300 | ARROW PANEL | 02775 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 240.30 | 0.00 | |||
| 0305 | EROSION CONTROL BLANKET | 05950 | SQYD | 49,284.00 | 49,284.000 | 33,806.250 | 33,806.250 | 1.00 | 33,806.25 | |||
| 0310 | TEMP MULCH | 05952 | SQYD | 442,804.00 | 442,804.000 | 2,319.440 | 2,319.440 | 0.01 | 23.19 | |||
| 0315 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 330,451.00 | 330,451.000 | 159,733.840 | 159,733.840 | 0.01 | 1,597.33 | |||
| 0320 | INITIAL FERTILIZER | 05963 | TON | 16.60 | 16.600 | 13.405 | 13.405 | 850.00 | 11,394.25 | |||
| 0325 | 20-10-10 FERTILIZER | 05964 | TON | 27.70 | 27.700 | 3.750 | 3.750 | 850.00 | 3,187.50 | |||
| 0330 | SEEDING AND PROTECTION | 05985 | SQYD | 536,030.00 | 536,030.000 | 283,913.600 | 283,913.600 | 0.32 | 90,852.35 | |||
| 0335 | SODDING | 05990 | SQYD | 5,721.00 | 5,721.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0340 | AGRICULTURAL LIMESTONE | 05992 | TON | 332.00 | 332.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 0345 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0350 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 18,495.00 | 18,495.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0355 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 26,391.00 | 26,391.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0360 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,527.00 | 2,527.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0365 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,718.00 | 1,718.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0370 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0375 | STEEL REINFORCEMENT | 08150 | LB | 5,062.00 | 5,062.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0380 | FUEL ADJUSTMENT | 10020NS | DOLL | 208,520.00 | 208,520.000 | 35,911.020 | 35,911.020 | 1.00 | 35,911.02 | |||
| 0385 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 67,296.00 | 67,296.000 | 11,481.190 | 11,481.190 | 1.00 | 11,481.19 | |||
| 0390 | CLEAN ENHANCED SILT TRAP | 23545EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 326.81 | 0.00 | |||
| 0395 | R/W MONUMENT TYPE 3 | 24540 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 146.42 | 0.00 | |||
| 0400 | R/W MONUMENT TYPE 3A | 24541 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 146.42 | 0.00 | |||
| 0405 | PIPELINE INSPECTION | 24814EC | LF | 2,625.00 | 2,625.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| Project | DE0860NEW1734 | Fed/State Project Number | STP 5102(012) | Category | 0003 DRAINAGE | |||||||
| 0410 | ENTRANCE PIPE-15 IN | 00440 | LF | 589.00 | 589.000 | 171.000 | 171.000 | 38.34 | 6,556.14 | |||
| 0415 | ENTRANCE PIPE-18 IN | 00441 | LF | 513.00 | 513.000 | 368.000 | 368.000 | 41.74 | 15,360.32 | |||
| 0420 | ENTRANCE PIPE-24 IN | 00443 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 49.66 | 0.00 | |||
| 0425 | CULVERT PIPE-18 IN | 00462 | LF | 377.00 | 377.000 | 76.000 | 76.000 | 69.02 | 5,245.52 | |||
| 0430 | CULVERT PIPE-24 IN | 00464 | LF | 864.00 | 864.000 | 655.000 | 655.000 | 90.80 | 59,474.00 | |||
| 0435 | CULVERT PIPE-30 IN | 00466 | LF | 122.00 | 122.000 | 0.000 | 0.000 | 130.32 | 0.00 | |||
| 0440 | CULVERT PIPE-36 IN | 00468 | LF | 485.00 | 485.000 | 160.000 | 256.000 | 416.000 | 136.06 | 21,769.60 | 56,600.96 | |
| 0445 | CULVERT PIPE-42 IN | 00469 | LF | 115.00 | 115.000 | 115.000 | 115.000 | 153.32 | 17,631.80 | |||
| 0450 | CULVERT PIPE-48 IN | 00470 | LF | 456.00 | 456.000 | 456.000 | 456.000 | 193.40 | 88,190.40 | |||
| 0455 | CULVERT PIPE-60 IN | 00472 | LF | 87.00 | 87.000 | 0.000 | 0.000 | 212.53 | 0.00 | |||
| 0460 | CULVERT PIPE-48 IN EQUIV | 00499 | LF | 119.00 | 119.000 | 0.000 | 0.000 | 216.38 | 0.00 | |||
| 0465 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0470 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 1,700.00 | 17,000.00 | |||
| 0475 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 2,750.00 | 11,000.00 | |||
| 0480 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0485 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| 0490 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0495 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,475.00 | 0.00 | |||
| 0500 | METAL END SECTION TY 3-30 IN | 01394 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0505 | METAL END SECTION TY 3-36 IN | 01395 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0510 | METAL END SECTION TY 3-60 IN | 01399 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,800.00 | 0.00 | |||
| 0515 | DROP BOX INLET TYPE 6F | 01535 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0520 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 7,351.00 | 7,351.000 | 355.500 | 4,551.750 | 4,907.250 | 2.00 | 711.00 | 9,814.50 | |
| 0525 | METAL END SECTION TY 3-48 IN (EQUIV) | 21589NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0530 | METAL END SECTION TY 4-48 IN (EQUIV) (ITEM# 24934ED) M.E.S. TY 4-48 INCH EQU | 24934ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| Project | DE0860NEW1734 | Fed/State Project Number | STP 5102(012) | Category | 0004 BRIDGE-CULVERT 26594 | |||||||
| 0535 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,410.00 | 6,410.00 | |||
| 0540 | CONCRETE-CLASS A | 08100 | CUYD | 323.60 | 323.600 | 323.600 | 323.600 | 386.00 | 124,909.60 | |||
| 0545 | STEEL REINFORCEMENT | 08150 | LB | 45,765.00 | 45,765.000 | 45,765.000 | 45,765.000 | 0.81 | 37,069.65 | |||
| Project | DE0860NEW1734 | Fed/State Project Number | STP 5102(012) | Category | 0005 BRIDGE-CULVERT 26582 | |||||||
| 0550 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,867.00 | 5,867.00 | |||
| 0555 | CONCRETE-CLASS A | 08100 | CUYD | 243.70 | 243.700 | 243.700 | 243.700 | 426.00 | 103,816.20 | |||
| 0560 | STEEL REINFORCEMENT | 08150 | LB | 37,114.00 | 37,114.000 | 37,114.000 | 37,114.000 | 0.81 | 30,062.34 | |||
| Project | DE0860NEW1734 | Fed/State Project Number | STP 5102(012) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0565 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 343,580.00 | 343,580.00 | |||
| 0570 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 104,720.00 | 0.00 | |||
| SUBTOT | $107,323.90 |
$3,698,940.63 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0125-1-0I |
FENCE, WOVEN | FT |
40,563.00 | 0016 | $1.727000 | $70,052.30 | ||||||
0125-1-0A |
FENCE, WOVEN | FT |
4,443.18 | 0023 | $1.727000 | $-7,673.37 | ||||||
| SUBTOT | $62,378.93 |
|||||||||||