|
Report_Id: 231302 Est NO 0030 |
Date:10/28/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231302 | Estimate Number | 0030 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02340) Cotton, Charlotte M. | ||||||
| Contractor | ROGERS GROUP INC | ADDR SN 0 VC Code KY0029875 | |||||
| PO BOX 1045 | |||||||
| HOPKINSVILLE , KY , 42241 | |||||||
| Pay Period | 09/20/2024 TO 10/17/2024 | ||||||
| Date Approved | 10/27/2024 | ||||||
| Primary Proj Number | DE0240NEW2302 | ||||||
| Project No. | STP 6000 (223) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | NEW CONNECTOR US41-KY115 | ||||||
| Description | CONSTRUCT NEW SOUTHERN SECTION OF CONNECTOR FROM KY 115 TO C SX RAILROAD | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 05/04/2023 | ||||
| Date Contract Executed | 04/25/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/25/2023 | Actual Completion Date | |||||
| Current Contract Amount | $8,774,214.94 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,492,889.00 |
Total Earnings | $8,715,643.39 |
$8,475,437.29 |
$240,206.10 |
|
| Percent Complete | 99.33 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $58,571.55 |
Gross Earnings | $8,715,643.39 |
$8,475,437.29 |
$240,206.10 |
|
| Total Change Orders | $281,325.94 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,715,643.39 |
$8,475,437.29 |
$240,206.10 |
|||
| Contract Id | 231302 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0030 | Project Number | STP 6000 (223) | |||||||
| Contractor | ROGERS GROUP INC | Period | 09/20/2024 TO 10/17/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Time Adjustment & Foundation Undercuts | Approved | 08/08/2024 | $281,325.94 | 106.0 | |||||
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 | 231302 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE0240NEW2302 | ||||||
| Estimate Nbr | 0030 | Period | 09/20/2024 TO 10/17/2024 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DE0240NEW2302 | Fed/State Project Number | STP 6000 (223) | 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 | DE0240NEW2302 | Fed/State Project Number | STP 6000 (223) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 26,258.00 | 26,258.000 | 1,515.640 | 21,781.610 | 23,297.250 | 30.60 | 46,378.58 | 712,895.85 | |
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 49,209.00 | 49,209.000 | 40,560.000 | 40,560.000 | 9.71 | 393,837.60 | |||
| 0015 | LIME | 00014 | TON | 975.00 | 975.000 | 865.950 | 865.950 | 301.29 | 260,902.07 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 290.41 | 0.00 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 144.00 | 144.000 | 0.000 | 0.000 | 120.66 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 1,113.30 | 0.00 | |||
| 0035 | LEVELING & WEDGING PG64-22 | 00190 | TON | 412.00 | 412.000 | 96.320 | 96.320 | 91.79 | 8,841.21 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,505.00 | 3,505.000 | 951.090 | 4,213.700 | 5,164.790 | 85.62 | 81,432.32 | 442,209.31 | |
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 8,924.00 | 8,924.000 | 1,468.170 | 8,427.270 | 9,895.440 | 82.64 | 121,329.56 | 817,759.16 | |
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,759.00 | 1,759.000 | -925.120 | 2,735.430 | 1,810.310 | 101.73 | -94,112.45 | 184,162.83 | |
| 0055 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 2,491.00 | 2,491.000 | -1,053.900 | 3,606.010 | 2,552.110 | 105.92 | -111,629.08 | 270,319.49 | |
| 0060 | ASPHALT CURING SEAL | 00358 | TON | 50.00 | 50.000 | 34.940 | 34.940 | 1,046.29 | 36,557.37 | |||
| 0065 | SAND FOR BLOTTER | 02702 | TON | 124.00 | 124.000 | 0.000 | 0.000 | 33.72 | 0.00 | |||
| 0070 | JOINT ADHESIVE | 20071EC | LF | 8,732.00 | 8,732.000 | 8,117.000 | 8,117.000 | 0.84 | 6,818.28 | |||
| 0075 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 28.00 | 28.000 | 22.410 | 22.410 | 1,140.99 | 25,569.58 | |||
| Project | DE0240NEW2302 | Fed/State Project Number | STP 6000 (223) | Category | 0002 ROADWAY | |||||||
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 204.00 | 2,379.940 | -447.850 | 14,378.770 | 13,930.920 | 39.06 | -17,493.02 | 544,141.73 | |
| 0085 | PERFORATED PIPE-4 IN | 01000 | LF | 204.00 | 204.000 | 174.000 | 174.000 | 6.70 | 1,165.80 | |||
| 0090 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 98.00 | 98.000 | 60.000 | 60.000 | 6.70 | 402.00 | |||
| 0095 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,115.90 | 5,579.50 | |||
| 0100 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 14.45 | 86.70 | |||
| 0105 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 0110 | REMOVE PAVEMENT | 02091 | SQYD | 2,054.00 | 2,054.000 | 186.000 | 186.000 | 8.37 | 1,556.82 | |||
| 0115 | TEMP DITCH | 02159 | LF | 4,000.00 | 4,000.000 | 110.000 | 110.000 | 5.58 | 613.80 | |||
| 0120 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,450.00 | 4,603.680 | 98.630 | 4,603.680 | 4,702.310 | 89.27 | 8,804.70 | 419,775.21 | |
| 0125 | EMBANKMENT IN PLACE | 02230 | CUYD | 60,471.00 | 60,471.000 | 57,943.500 | 57,943.500 | 13.11 | 759,639.28 | |||
| 0130 | WATER | 02242 | MGAL | 300.00 | 300.000 | 100.000 | 100.000 | 4.46 | 446.00 | |||
| 0135 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 6,888.00 | 6,888.000 | 6,387.000 | 6,387.000 | 9.61 | 61,379.07 | |||
| 0140 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 550.00 | 550.000 | 550.000 | 550.000 | 34.55 | 19,002.50 | |||
| 0145 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,871.66 | 23,486.64 | |||
| 0150 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 217.60 | 9,139.20 | |||
| 0155 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 195.28 | 1,171.68 | |||
| 0160 | CHANNEL LINING CLASS II | 02483 | TON | 1,126.00 | 1,126.000 | -107.570 | 1,252.270 | 1,144.700 | 42.40 | -4,560.96 | 48,535.28 | |
| 0165 | CHANNEL LINING CLASS III | 02484 | TON | 242.00 | 242.000 | 238.920 | 238.920 | 46.87 | 11,198.18 | |||
| 0170 | CLEARING AND GRUBBING 29 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,838.10 | 65,838.10 | |||
| 0175 | CONCRETE-CLASS B | 02555 | CUYD | 24.40 | 24.400 | 0.000 | 0.000 | 1,133.81 | 0.00 | |||
| 0180 | TEMPORARY SIGNS | 02562 | SQFT | 200.00 | 200.000 | 124.000 | 124.000 | 11.67 | 1,447.08 | |||
| 0185 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 2,942.00 | 4,158.330 | 49,050.850 | 49,050.850 | 3.35 | 164,320.34 | |||
| 0190 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 3,650.00 | 3,650.000 | 383.340 | 383.340 | 2.51 | 962.18 | |||
| 0195 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,914.00 | 1,914.000 | 175.000 | 175.000 | 2.00 | 350.00 | |||
| 0200 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 45,731.00 | 41,157.90 | |||
| 0205 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 6,025.00 | 24,100.00 | |||
| 0210 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,231.80 | 2,231.80 | |||
| 0215 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 10.00 | 10.000 | 10.000 | 10.000 | 1,060.11 | 10,601.10 | |||
| 0220 | SHOULDER RUMBLE STRIPS | 02696 | LF | 16,000.00 | 16,000.000 | 15,701.000 | 15,701.000 | 0.61 | 9,577.61 | |||
| 0225 | TEMP SILT FENCE | 02701 | LF | 4,000.00 | 4,000.000 | 3,240.000 | 3,240.000 | 3.35 | 10,854.00 | |||
| 0230 | SILT TRAP TYPE A | 02703 | EACH | 29.00 | 29.000 | 2.000 | 2.000 | 278.98 | 557.96 | |||
| 0235 | SILT TRAP TYPE B | 02704 | EACH | 29.00 | 29.000 | 15.000 | 15.000 | 334.77 | 5,021.55 | |||
| 0240 | SILT TRAP TYPE C | 02705 | EACH | 29.00 | 29.000 | 1.000 | 1.000 | 278.98 | 278.98 | |||
| 0245 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 29.00 | 29.000 | 2.000 | 2.000 | 111.59 | 223.18 | |||
| 0250 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 29.00 | 29.000 | 3.000 | 3.000 | 111.59 | 334.77 | |||
| 0255 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 29.00 | 29.000 | 1.000 | 1.000 | 111.59 | 111.59 | |||
| 0260 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 95,981.33 | 95,981.33 | |||
| 0265 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,454.00 | 10,454.000 | 14,196.090 | 14,196.090 | 3.35 | 47,556.90 | |||
| 0270 | TEMP MULCH | 05952 | SQYD | 91,413.00 | 91,413.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0275 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 68,560.00 | 68,560.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0280 | INITIAL FERTILIZER | 05963 | TON | 3.00 | 3.000 | 2.000 | 2.000 | 1,115.90 | 2,231.80 | |||
| 0285 | MAINTENANCE FERTILIZER | 05964 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,115.90 | 0.00 | |||
| 0290 | SEEDING AND PROTECTION | 05985 | SQYD | 84,680.00 | 84,680.000 | 64,350.000 | 64,350.000 | 1.04 | 66,924.00 | |||
| 0295 | AGRICULTURAL LIMESTONE | 05992 | TON | 52.00 | 52.000 | 0.000 | 0.000 | 83.69 | 0.00 | |||
| 0300 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 9,930.00 | 9,930.000 | 42,272.000 | 42,272.000 | 0.39 | 16,486.08 | |||
| 0305 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 18,055.00 | 18,055.000 | 16,599.000 | 0.000 | 16,599.000 | 1.56 | 25,894.44 | 25,894.44 | |
| 0310 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 21,343.00 | 21,343.000 | 22,171.000 | 0.000 | 22,171.000 | 1.56 | 34,586.76 | 34,586.76 | |
| 0315 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 66.00 | 66.000 | 0.000 | 0.000 | 3.12 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 60.00 | 60.000 | 58.000 | 58.000 | 17.85 | 1,035.30 | |||
| 0325 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 11,083.00 | 11,083.000 | 716.000 | 716.000 | 8.93 | 6,393.88 | |||
| 0330 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 32.00 | 32.000 | 30.000 | 30.000 | 122.75 | 3,682.50 | |||
| 0335 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 27.90 | 83.70 | |||
| 0340 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 247.00 | 247.000 | 228.000 | 228.000 | 26.78 | 6,105.84 | |||
| 0345 | FUEL ADJUSTMENT | 10020NS | DOLL | 56,745.00 | 56,745.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0350 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 67,061.00 | 67,061.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0355 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 40.00 | 40.000 | 32.000 | 32.000 | 11.16 | 357.12 | |||
| 0360 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 53.15 | 212.60 | |||
| 0555 | LONGITUDINAL EDGE KEY (ADDED 3-15-23) | 21289ED | LF | 900.00 | 900.000 | 900.000 | 900.000 | 12.27 | 11,043.00 | |||
| Project | DE0240NEW2302 | Fed/State Project Number | STP 6000 (223) | Category | 0003 DRAINAGE | |||||||
| 0365 | ENTRANCE PIPE-18 IN | 00441 | LF | 502.00 | 502.000 | 454.000 | 454.000 | 94.85 | 43,061.90 | |||
| 0370 | ENTRANCE PIPE-24 IN | 00443 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 167.39 | 0.00 | |||
| 0375 | CULVERT PIPE-18 IN | 00462 | LF | 170.00 | 170.000 | 216.000 | 216.000 | 94.85 | 20,487.60 | |||
| 0380 | CULVERT PIPE-30 IN | 00466 | LF | 105.00 | 105.000 | 87.000 | 87.000 | 195.28 | 16,989.36 | |||
| 0385 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 47.00 | 47.000 | 47.000 | 47.000 | 278.98 | 13,112.06 | |||
| 0390 | FOUNDATION PREPARATION (STATION 116+00) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,378.61 | 27,378.61 | |||
| 0395 | FOUNDATION PREPARATION (STATION 121+70) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 46,979.39 | 46,979.39 | |||
| 0400 | FOUNDATION PREPARATION (STATION 136+33) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,172.40 | 40,172.40 | |||
| 0405 | STEEL STRUCTURAL PLATE BOX CULVERT (STATION 116+00) | 20695EN | LF | 107.50 | 107.500 | 107.500 | 107.500 | 3,794.06 | 407,861.45 | |||
| 0410 | STEEL STRUCTURAL PLATE BOX CULVERT (STATION 121+70) | 20695EN | LF | 234.00 | 234.000 | 234.000 | 234.000 | 3,856.55 | 902,432.70 | |||
| 0415 | 3-SIDED CULVERT (STATION 136+33) | 21804EN | LF | 112.50 | 112.500 | 112.500 | 112.500 | 2,566.57 | 288,739.12 | |||
| 0420 | PIPELINE INSPECTION | 24814EC | LF | 985.00 | 985.000 | 0.000 | 0.000 | 4.53 | 0.00 | |||
| 0425 | SLOPED AND MITERED HEADWALL-18 IN | 26131ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,905.65 | 15,622.60 | |||
| 0430 | SLOPED AND MITERED HEADWALL-30 IN | 26133ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,356.32 | 10,712.64 | |||
| Project | DE0240NEW2302 | Fed/State Project Number | STP 6000 (223) | Category | 0007 WATERLINE - CHRISTIAN CO WATER DISTRICT | |||||||
| 0435 | W CAP EXISTING MAIN (4") | 14003 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,219.37 | 3,219.37 | |||
| 0440 | W FIRE HYDRANT REMOVE VALVE BOX; CAP RISER | 14021 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 585.85 | 1,171.70 | |||
| 0445 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,535.37 | 9,535.37 | |||
| 0450 | W METER RELOCATE | 14030 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,215.06 | 2,215.06 | |||
| 0455 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,624.14 | 5,624.14 | |||
| 0460 | W TIE-IN 04 INCH | 14093 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,425.81 | 3,425.81 | |||
| 0465 | W VALVE 04 INCH | 14104 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,371.29 | 4,742.58 | |||
| 0470 | W PIPE PVC 04 INCH INST | 14545 | LF | 2,496.00 | 2,496.000 | 2,505.000 | 2,505.000 | 33.48 | 83,867.40 | |||
| 0475 | W VALVE CUT-IN 04 INCH INST | 14598 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,033.98 | 0.00 | |||
| Project | DE0240NEW2302 | Fed/State Project Number | STP 6000 (223) | Category | 0008 WATERLINE - HOPKINSVILLE WATER ENVIRONMENT AUTHORITY | |||||||
| 0480 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 2,421.50 | 9,686.00 | |||
| 0485 | W ENCASEMENT STEEL BORED RANGE 4 W2 (REVISED 3-20-23) | 14009 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 517.78 | 62,133.60 | |||
| 0490 | W ENCASEMENT STEEL BORED RANGE 4 W3 (REVISED 3-20-23) | 14009 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 522.24 | 52,224.00 | |||
| 0495 | W ENCASEMENT STEEL OPEN CUT RANGE 4 (REVISED 3-20-23) | 14015 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 352.62 | 52,893.00 | |||
| 0500 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 10,260.70 | 30,782.10 | |||
| 0505 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 1,190.00 | 1,190.000 | 1,185.000 | 1,185.000 | 77.00 | 91,245.00 | |||
| 0510 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 2,125.00 | 2,125.000 | 1,876.000 | 1,876.000 | 90.39 | 169,571.64 | |||
| 0515 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 192.00 | 192.000 | 197.500 | 197.500 | 141.72 | 27,989.70 | |||
| 0520 | W PIPE DCTL IRON RSTRND JOINT 08 IN | 14048 | LF | 837.00 | 837.000 | 1,087.000 | 1,087.000 | 117.17 | 127,363.79 | |||
| 0525 | W TIE-IN 08 INCH | 14095 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 11,371.02 | 22,742.04 | |||
| 0530 | W VALVE 06 INCH INST | 14589 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,560.99 | 2,560.99 | |||
| 0535 | W VALVE 08 INCH INST (REVISED 3-20-23) | 14590 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 3,587.62 | 17,938.10 | |||
| 0540 | S ENCASEMENT STEEL OPEN CUT RANGE 6 (REVISED 3-20-23) | 15025 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 511.08 | 76,662.00 | |||
| 0560 | W VALVE 08 INCH (ADDED 3-21-23) | 14106 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,587.62 | 0.00 | |||
| 0565 | W STRUCTURE REMOVAL (ADDED 3-21-23) | 14088 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,291.84 | 21,167.36 | |||
| 0570 | W CAP EXISTING MAIN (ADDED 3-21-23) | 14003 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 1,841.24 | 14,729.92 | |||
| Project | DE0240NEW2302 | Fed/State Project Number | STP 6000 (223) | Category | 0009 DEMOBILIZATION & MOBILIZATION | |||||||
| 0545 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.566 | 0.434 | 1.000 | 264,267.25 | 149,575.26 | 264,267.25 | |
| 0550 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 151,273.76 | 0.00 | |||
| SUBTOT | $240,206.10 |
$8,715,643.34 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||