|
Report_Id: 191025 Est NO 0029 |
Date:03/23/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191025 | Estimate Number | 0029 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| Contractor | PHILLIPS BROTHERS CONSTRUCTION LLC | ADDR SN 1 VC Code KY0036492 | |||||
| 120 INSANITY LANE | |||||||
| VINE GROVE , KY , 40175 | |||||||
| Pay Period | 01/16/2021 TO 02/26/2021 | ||||||
| Date Approved | 03/05/2021 | ||||||
| Primary Proj Number | DE04703611925 | ||||||
| Project No. | JP02 047 0361 000-001 | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | CARDINAL DRIVE(KY-361) | ||||||
| Description | RELOCATE INTERSECTION OF WOODLAND DRIVE AT US-31W | ||||||
| Date Let | 05/24/2019 | Formal Acceptance | 03/08/2021 | ||||
| Date Awarded | 05/31/2019 | Date Work Began | 07/18/2019 | ||||
| Date Contract Executed | 06/19/2019 | Open To Traffic | |||||
| Date NTP Issued | 06/19/2019 | Actual Completion Date | 07/28/2020 | ||||
| Current Contract Amount | $3,031,413.74 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,733,527.38 |
Total Earnings | $2,893,118.61 |
$2,885,338.05 |
$7,780.56 |
|
| Percent Complete | 95.44 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $138,295.13 |
Gross Earnings | $2,893,118.61 |
$2,885,338.05 |
$7,780.56 |
|
| Total Change Orders | $297,886.36 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,893,118.61 |
$2,885,338.05 |
$7,780.56 |
|||
| Contract Id | 191025 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0029 | Project Number | JP02 047 0361 000-001 | |||||||
| Contractor | PHILLIPS BROTHERS CONSTRUCTION LLC | Period | 01/16/2021 TO 02/26/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non-Tracking Tack Coat | Approved | 08/01/2019 | $0.00 | 0.0 | |||||
| 002 | lighting, thermo striping | Approved | 02/18/2020 | $15,273.11 | 3.0 | |||||
| 003 | Drainage issue | Approved | 01/31/2020 | $11,515.75 | 2.0 | |||||
| 004 | Final Quantity Adjustments | Approved | 01/05/2021 | $271,097.50 | 25.0 | |||||
| 005 | Ride Quality Adjustment Override | Approved | 09/01/2020 | $0.00 | 0.0 | |||||
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 | 191025 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE04703611925 | ||||||
| Estimate Nbr | 0029 | Period | 01/16/2021 TO 02/26/2021 | |||||||
| Contractor | PHILLIPS BROTHERS CONSTRUCTION LLC | |||||||||
| Project | DE04703611925 | Fed/State Project Number | JP02 047 0361 000-001 | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | CRUSHED STONE BASE | 00003 | TON | 6,352.00 | 8,202.000 | 91.480 | 8,183.240 | 8,274.720 | 18.50 | 1,692.38 | 153,082.32 | |
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 79.00 | 344.000 | 343.630 | 343.630 | 85.90 | 29,517.81 | |||
| 0015 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,007.00 | 4,607.000 | 4,603.990 | 4,603.990 | 73.30 | 337,472.46 | |||
| 0020 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,328.00 | 1,488.000 | 1,485.970 | 1,485.970 | 85.90 | 127,644.82 | |||
| 0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 9.50 | 0.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0030 | JPC PAVEMENT-8 IN | 02084 | SQYD | 301.00 | 301.000 | 338.110 | 338.110 | 88.00 | 29,753.68 | |||
| 0035 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,277.00 | 1,277.000 | 1,073.060 | 1,073.060 | 70.00 | 75,114.20 | |||
| 8000 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 5.654 | 6.730 | 6.730 | 1,176.15 | 7,915.54 | |||
| 8025 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04703611925 | Fed/State Project Number | JP02 047 0361 000-001 | Category | 0002 ROADWAY | |||||||
| 0040 | PERFORATED PIPE-4 IN | 01000 | LF | 5,465.00 | 5,465.000 | 4,182.000 | 4,182.000 | 13.50 | 56,457.00 | |||
| 0045 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 0050 | REMOVE PIPE | 01310 | LF | 477.00 | 477.000 | 739.000 | 739.000 | 40.00 | 29,560.00 | |||
| 0055 | REMOVE DROP BOX INLET | 01585 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 560.00 | 2,800.00 | |||
| 0060 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 0065 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 52.00 | 52.000 | 33.000 | 33.000 | 50.00 | 1,650.00 | |||
| 0070 | STANDARD CURB AND GUTTER | 01810 | LF | 6,203.00 | 6,203.000 | 6,266.000 | 6,266.000 | 25.00 | 156,650.00 | |||
| 0075 | REMOVE CURB AND GUTTER | 01812 | LF | 857.00 | 857.000 | 1,037.000 | 1,037.000 | 6.00 | 6,222.00 | |||
| 0080 | STANDARD HEADER CURB | 01875 | LF | 792.00 | 792.000 | 822.000 | 822.000 | 15.25 | 12,535.50 | |||
| 0085 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 0090 | REMOVE CONCRETE ISLAND | 02016 | SQYD | 17.00 | 17.000 | 17.000 | 17.000 | 130.00 | 2,210.00 | |||
| 0095 | REMOVE PAVEMENT | 02091 | SQYD | 1,134.00 | 1,134.000 | 1,332.330 | 1,332.330 | 15.00 | 19,984.95 | |||
| 0100 | TEMP DITCH | 02159 | LF | 1,901.00 | 1,901.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0105 | CLEAN TEMP DITCH | 02160 | LF | 951.00 | 951.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0110 | ROADWAY EXCAVATION | 02200 | CUYD | 8,725.00 | 10,815.000 | 10,781.830 | 10,781.830 | 29.50 | 318,063.98 | |||
| 0115 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 55.00 | 55.000 | 55.000 | 55.000 | 100.00 | 5,500.00 | |||
| 0120 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0125 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 138.00 | 4,416.00 | |||
| 0130 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 110.00 | 330.00 | |||
| 0135 | REMOVE TREES OR STUMPS | 02460 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0140 | CLEARING AND GRUBBING .6.3 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0145 | CONCRETE-CLASS B | 02555 | CUYD | 58.00 | 58.000 | 57.160 | 57.160 | 500.00 | 28,580.00 | |||
| 0150 | TEMPORARY SIGNS | 02562 | SQFT | 93.00 | 93.000 | 401.500 | 401.500 | 7.50 | 3,011.25 | |||
| 0155 | EDGE KEY | 02585 | LF | 298.00 | 798.000 | 752.000 | 752.000 | 29.60 | 22,259.20 | |||
| 0160 | HANDRAIL-TYPE A-1 | 02611 | LF | 99.00 | 99.000 | 107.900 | 107.900 | 110.00 | 11,869.00 | |||
| 0165 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0170 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,500.00 | 17,000.00 | |||
| 0175 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0180 | SAFELOADING | 02690 | CUYD | 13.00 | 13.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0185 | TEMP SILT FENCE | 02701 | LF | 1,901.00 | 1,901.000 | 1,245.000 | 1,245.000 | 2.00 | 2,490.00 | |||
| 0190 | SILT TRAP TYPE A | 02703 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0195 | SILT TRAP TYPE B | 02704 | EACH | 11.00 | 11.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0200 | SILT TRAP TYPE C | 02705 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 200.00 | 1,800.00 | |||
| 0205 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0210 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 11.00 | 11.000 | 4.000 | 4.000 | 15.00 | 60.00 | |||
| 0220 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 2,275.00 | 2,275.000 | -103.560 | 2,567.220 | 2,463.660 | 58.50 | -6,058.26 | 144,124.11 | |
| 0225 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0230 | MASONRY COATING | 02998 | SQYD | 77.00 | 77.000 | 87.250 | 87.250 | 36.00 | 3,141.00 | |||
| 0235 | EROSION CONTROL BLANKET | 05950 | SQYD | 531.00 | 531.000 | 21.330 | 934.610 | 955.940 | 1.65 | 35.19 | 1,577.30 | |
| 0240 | TEMP MULCH | 05952 | SQYD | 32,396.00 | 32,396.000 | 2,091.889 | 2,091.889 | 0.20 | 418.37 | |||
| 0245 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 24,297.00 | 24,297.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0250 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 1.000 | 1.000 | 734.00 | 734.00 | |||
| 0255 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 734.00 | 0.00 | |||
| 0260 | SEEDING AND PROTECTION | 05985 | SQYD | 2,922.00 | 2,922.000 | 2,114.218 | 2,114.218 | 1.15 | 2,431.35 | |||
| 0265 | SODDING | 05990 | SQYD | 6,808.00 | 12,158.000 | 12,119.780 | 12,119.780 | 4.00 | 48,479.12 | |||
| 0270 | AGRICULTURAL LIMESTONE | 05992 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0275 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,612.00 | 20,612.000 | 21,029.000 | 21,029.000 | 0.26 | 5,467.54 | |||
| 0280 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 6,987.00 | 1,660.000 | 1,660.000 | 1,660.000 | 0.28 | 464.80 | |||
| 0285 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 379.00 | 379.000 | 185.000 | 185.000 | 6.30 | 1,165.50 | |||
| 0290 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 131.00 | 131.000 | 132.000 | 132.000 | 14.70 | 1,940.40 | |||
| 0295 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 164.00 | 164.000 | 96.000 | 96.000 | 12.60 | 1,209.60 | |||
| 0300 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 18.00 | 18.000 | 19.000 | 19.000 | 132.00 | 2,508.00 | |||
| 0305 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 315.00 | 945.00 | |||
| 0310 | FUEL ADJUSTMENT | 10020NS | DOLL | 9,329.00 | 9,329.000 | -42.520 | -13,566.830 | -13,609.350 | 1.00 | -42.52 | -13,609.35 | |
| 0315 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 18,516.00 | 18,516.000 | -18,719.900 | -18,719.900 | 1.00 | -18,719.90 | |||
| 0320 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,589.00 | 2,589.000 | 1,913.500 | 1,913.500 | 9.00 | 17,221.50 | |||
| 0325 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 536.00 | 536.000 | 277.560 | 277.560 | 27.00 | 7,494.12 | |||
| 0330 | INLAID PAVEMENT MARKER | 24489EC | EACH | 119.00 | 119.000 | 65.000 | 65.000 | 52.50 | 3,412.50 | |||
| 0335 | PIPELINE INSPECTION | 24814EC | LF | 1,500.00 | 1,500.000 | 1,552.700 | 1,552.700 | 2.50 | 3,881.75 | |||
| 8001 | REMOVE STORE & REINSTALL POLE remove store & reinstall pole HMH lighting | 04942 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 663.25 | 1,326.50 | |||
| 8003 | PAVE STRIPING-SPRAY THERMO-6 IN W thermo stripe - white | 24995EC | LF | 0.00 | 679.000 | 291.000 | 291.000 | 0.70 | 203.70 | |||
| 8004 | PAVE STRIPING-SPRAY THERMO-6 IN Y thermo stripe - yellow | 24996EC | LF | 0.00 | 5,507.000 | 5,807.000 | 5,807.000 | 0.70 | 4,064.90 | |||
| 8005 | EW~ supervision for drainage issue | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 8006 | CORED HOLE DRAINAGE BOX CON-4 IN drainage issue | 01740 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 425.00 | 425.00 | |||
| 8007 | SAWCUT PAVEMENT drainage issue | 20550ND | LF | 0.00 | 350.000 | 230.000 | 230.000 | 1.80 | 414.00 | |||
| 8008 | PERFORATED PIPE-4 IN drainage issue | 01000 | LF | 0.00 | 175.000 | 183.000 | 183.000 | 25.85 | 4,730.55 | |||
| 8009 | FABRIC-GEOTEXTILE TYPE IV fabric type IV | 02599 | SQYD | 0.00 | 545.000 | 56.230 | 3,661.740 | 3,717.970 | 1.00 | 56.23 | 3,717.97 | |
| 8010 | CRUSHED AGGREGATE SIZE NO 2 #2 stone | 00078 | TON | 0.00 | 60.000 | 825.600 | 825.600 | 18.70 | 15,438.72 | |||
| 8011 | CL2 ASPH BASE 1.00D PG64-22 asphalt placement for drainage issue | 00212 | TON | 0.00 | 17.000 | 20.040 | 20.040 | 170.00 | 3,406.80 | |||
| 8012 | REMOVE-STORE AND REINSTALL SIGN remove store & reinstall sign HMH | 21134ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 251.23 | 251.23 | |||
| 8013 | REMOVE POLE BASE remove pole base HMH lighting | 04941 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,150.00 | 2,150.00 | |||
| 8014 | REMOVE POLE remove pole HMH lighting | 04939 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,150.00 | 2,150.00 | |||
| 8015 | CLASS A CONCRETE FOR SIGNS sign base HMH | 06490 | CUYD | 0.00 | 0.250 | 0.250 | 0.250 | 451.24 | 112.81 | |||
| 8016 | POLE BASE pole base HMH lighting | 04740 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,094.64 | 2,189.28 | |||
| 8017 | CONDUIT-1 1/4 IN 1.25" conduit HMH lighting | 04793 | LF | 0.00 | 150.000 | 150.000 | 150.000 | 11.74 | 1,761.00 | |||
| 8018 | WIRE-NO. 6 Wire NO. 6 HMH lighting | 04834 | LF | 0.00 | 1,840.000 | 1,840.000 | 1,840.000 | 1.02 | 1,876.80 | |||
| 8019 | ELECTRICAL JUNCTION BOX TYPE B junction box TY B HMH lighting | 04811 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 616.85 | 616.85 | |||
| 8026 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | -3,420.000 | -3,420.000 | 1.00 | -3,420.00 | |||
| Project | DE04703611925 | Fed/State Project Number | JP02 047 0361 000-001 | Category | 0003 DRAINAGE | |||||||
| 0340 | ENTRANCE PIPE-15 IN | 00440 | LF | 84.00 | 84.000 | 88.000 | 88.000 | 65.00 | 5,720.00 | |||
| 0345 | ENTRANCE PIPE-24 IN | 00443 | LF | 75.00 | 75.000 | 66.500 | 66.500 | 78.00 | 5,187.00 | |||
| 0350 | STORM SEWER PIPE-15 IN | 00521 | LF | 179.00 | 179.000 | 273.500 | 273.500 | 85.00 | 23,247.50 | |||
| 0355 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,820.00 | 1,820.000 | 1,962.500 | 1,962.500 | 120.00 | 235,500.00 | |||
| 0360 | STORM SEWER PIPE-24 IN | 00524 | LF | 492.00 | 492.000 | 462.000 | 462.000 | 170.00 | 78,540.00 | |||
| 0365 | STORM SEWER PIPE-30 IN | 00526 | LF | 233.00 | 233.000 | 228.500 | 228.500 | 110.00 | 25,135.00 | |||
| 0370 | SLOTTED DRAIN PIPE-15 IN | 00981 | LF | 10.00 | 10.000 | 10.000 | 10.000 | 126.00 | 1,260.00 | |||
| 0375 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0380 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0385 | CURB BOX INLET TYPE A | 01456 | EACH | 27.00 | 27.000 | 28.000 | 28.000 | 4,550.00 | 127,400.00 | |||
| 0390 | CURB BOX INLET TYPE F | 01487 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,900.00 | 11,600.00 | |||
| 0395 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,450.00 | 8,900.00 | |||
| 0400 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 0405 | DROP BOX INLET TYPE 6D | 01529 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0410 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0415 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,550.00 | 3,550.00 | |||
| 0420 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 0425 | DROP BOX INLET TYPE 16G | 01581 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,700.00 | 3,700.00 | |||
| 0430 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 1,475.00 | 4,425.00 | |||
| 0435 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,375.00 | 0.00 | |||
| 0440 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,250.00 | 9,750.00 | |||
| 0445 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,500.00 | 10,500.00 | |||
| 0450 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 7,505.00 | 7,505.000 | -56.230 | 5,233.950 | 5,177.720 | 2.00 | -112.46 | 10,355.44 | |
| 8020 | DROP BOX INLET TYPE 10 MOD | 01542 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,710.00 | 4,710.00 | 4,710.00 | |
| Project | DE04703611925 | Fed/State Project Number | JP02 047 0361 000-001 | Category | 0004 UTILITY-GAS | |||||||
| 0455 | G PIPE STEEL 02 INCH | 16023 | LF | 1,175.00 | 1,375.000 | 1,358.000 | 1,358.000 | 20.00 | 27,160.00 | |||
| 0460 | G PIPE STEEL 06 INCH | 16026 | LF | 103.00 | 553.000 | 542.000 | 542.000 | 28.00 | 15,176.00 | |||
| 0465 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH | 16031 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 1,600.00 | 9,600.00 | |||
| 0470 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH | 16036 | EACH | 14.00 | 14.000 | 11.000 | 11.000 | 1,500.00 | 16,500.00 | |||
| 0475 | G VALVE STEEL 02 INCH | 16057 | EACH | 20.00 | 20.000 | 18.000 | 18.000 | 2,400.00 | 43,200.00 | |||
| 0480 | G MAIN ABANDON CARDINAL DR. | 16068 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,400.00 | 11,400.00 | |||
| 0485 | G MAIN ABANDON CLIFFORD DR. | 16068 | LS | 1.00 | 1.000 | 2.000 | 2.000 | 1,100.00 | 2,200.00 | |||
| 0490 | G TIE-IN STEEL 02 INCH | 16077 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 3,000.00 | 18,000.00 | |||
| 0495 | G TIE-IN STEEL 06 INCH | 16080 | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 12,200.00 | 48,800.00 | |||
| Project | DE04703611925 | Fed/State Project Number | JP02 047 0361 000-001 | Category | 0005 SEWER | |||||||
| 0500 | SAFELOADING | 02690 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0505 | S LATERAL CLEANOUT | 15086 | EACH | 10.00 | 12.000 | 2.000 | 12.000 | 14.000 | 2,500.00 | 5,000.00 | 35,000.00 | |
| 0510 | S LATERAL LONG SIDE 04 INCH | 15087 | EACH | 5.00 | 7.000 | 7.000 | 7.000 | 4,500.00 | 31,500.00 | |||
| 0515 | S LATERAL LONG SIDE 06 INCH | 15088 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0520 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0525 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 8.00 | 8.000 | 1.000 | 8.000 | 9.000 | 2,500.00 | 2,500.00 | 22,500.00 | |
| Project | DE04703611925 | Fed/State Project Number | JP02 047 0361 000-001 | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0530 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,000.00 | 125,000.00 | |||
| 0535 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 54,000.00 | 0.00 | |||
| SUBTOT | $7,780.56 |
$2,893,118.50 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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