|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/18/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071160 | Estimate Number | 0014 | Estimate Type FINAL | |||
| District Office | COVINGTON (06340) Mitchell, Laura T. | ||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | ADDR SN 1 VC Code VC0000095238 | |||||
| 460 SHORELAND DRIVE | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 11/05/2010 TO 02/22/2017 | ||||||
| Date Approved | 03/20/2017 | ||||||
| Primary Proj Number | DE00800420760 | ||||||
| Project No. | CM 8124 (11) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | US 42 AT I-75 | ||||||
| Description | CONSTRUCT ADDITIONAL WESTBOUND LANE ON US 42 BETWEEN KY 1829 AND THE I-75 NORTHBOUND ON-RAMP | ||||||
| Date Let | 09/28/2007 | Formal Acceptance | 11/11/2009 | ||||
| Date Awarded | 10/05/2007 | Date Work Began | 04/04/2008 | ||||
| Date Contract Executed | 11/09/2007 | Open To Traffic | 06/03/2008 | ||||
| Date NTP Issued | 11/09/2007 | Actual Completion Date | 06/03/2008 | ||||
| Current Contract Amount | $656,717.36 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $654,530.41 |
Total Earnings | $640,992.39 |
$638,574.17 |
$2,418.22 |
|
| Percent Complete | 97.61 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $15,724.97 |
Gross Earnings | $640,992.39 |
$638,574.17 |
$2,418.22 |
|
| Total Change Orders | $2,186.95 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $640,992.39 |
$638,574.17 |
$2,418.22 |
|||
| Contract Id | 071160 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0014 | Project Number | CM 8124 (11) | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | Period | 11/05/2010 TO 02/22/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Project Wage Rate Adjustment | Approved | 02/11/2009 | $1,085.09 | 0.0 | |||||
| 002 | Project Wage Rate Adjustment Phase II | Approved | 03/31/2009 | $1,111.38 | 0.0 | |||||
| 003 | Cost Plus Work-Signals and Electric | Approved | 02/05/2010 | $-9.52 | 1.0 | |||||
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 | 071160 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE00800420760 | |||||||
| Estimate Nbr | 0014 | Period | 11/05/2010 TO 02/22/2017 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | |||||||||
| Project | DE00800420760 | Fed/State Project Number | CM 8124 (11) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | DGA BASE | 00001 | TON | 1,212.00 | 1,212.000 | 1,499.250 | 1,499.250 | 20.00 | 29,985.00 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 903.00 | 903.000 | 887.110 | 887.110 | 57.88 | 51,345.92 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 485.00 | 358.340 | 358.340 | 358.340 | 62.12 | 22,260.08 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 209.00 | 209.000 | 292.310 | 292.310 | 83.15 | 24,305.57 | |||
| 0050 | STORM SEWER PIPE-12 INCH | 00520 | LF | 50.00 | 50.000 | 41.000 | 41.000 | 45.00 | 1,845.00 | |||
| 0060 | STORM SEWER PIPE-15 INCH | 00521 | LF | 77.00 | 77.000 | 79.330 | 79.330 | 50.00 | 3,966.50 | |||
| 0070 | STORM SEWER PIPE-24 INCH | 00524 | LF | 10.00 | 10.000 | 16.000 | 16.000 | 70.00 | 1,120.00 | |||
| 0080 | DROP BOX INLET TYPE 11 | 01544 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,600.00 | 4,800.00 | |||
| 0090 | DROP BOX INLET TYPE 12A | 01550 | LF | 100.00 | 100.000 | 98.000 | 98.000 | 265.00 | 25,970.00 | |||
| 0100 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0110 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0120 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0130 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0140 | STANDARD CURB AND GUTTER | 01810 | LF | 745.00 | 745.000 | 762.250 | 762.250 | 22.00 | 16,769.50 | |||
| 0150 | STANDARD HEADER CURB | 01875 | LF | 110.00 | 110.000 | 132.300 | 132.300 | 24.00 | 3,175.20 | |||
| 0160 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 358.00 | 358.000 | 345.400 | 345.400 | 30.00 | 10,362.00 | |||
| 0170 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 214.00 | 214.000 | 214.260 | 214.260 | 58.00 | 12,427.08 | |||
| 0180 | TEMPORARY DITCH | 02159 | LF | 573.00 | 573.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0190 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 28.00 | 28.000 | 28.000 | 28.000 | 27.00 | 756.00 | |||
| 0200 | WATER | 02242 | MGAL | 0.06 | 0.060 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0210 | REMOVE GUARDRAIL | 02381 | LF | 377.00 | 377.000 | 376.000 | 376.000 | 2.10 | 789.60 | |||
| 0220 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 94.50 | 378.00 | |||
| 0230 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 89.25 | 178.50 | |||
| 0240 | CHANNEL LINING CLASS II | 02483 | TON | 20.00 | 20.000 | 24.910 | 24.910 | 45.00 | 1,120.95 | |||
| 0250 | CLEARING AND GRUBBING .80 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,000.00 | 13,000.00 | |||
| 0260 | CONCRETE-CLASS B | 02555 | CUYD | 17.60 | 17.600 | 24.698 | 24.698 | 550.00 | 13,583.90 | |||
| 0270 | SIGNS | 02562 | SQFT | 450.00 | 252.000 | 120.000 | 120.000 | 18.00 | 2,160.00 | |||
| 0280 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 2,468.00 | 2,468.000 | 2,486.700 | 2,486.700 | 2.25 | 5,595.07 | |||
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,125.00 | 13,125.00 | |||
| 0300 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,873.62 | 1,873.62 | |||
| 0310 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 82.00 | 82.000 | 84.790 | 84.790 | 34.35 | 2,912.53 | |||
| 0320 | TEMPORARY SILT FENCE | 02701 | LF | 573.00 | 573.000 | 512.000 | 512.000 | 2.75 | 1,408.00 | |||
| 0330 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0340 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0350 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0360 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0370 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 573.00 | 573.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0380 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 393.00 | 393.000 | 399.170 | 399.170 | 35.00 | 13,970.95 | |||
| 0390 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0400 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,029.00 | 1,029.000 | 1,444.667 | 1,444.667 | 1.47 | 2,123.66 | |||
| 0410 | TEMPORARY MULCH | 05952 | SQYD | 1,907.00 | 1,907.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0420 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,029.00 | 1,029.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0430 | TOPDRESSING FERTILIZER | 05966 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 945.00 | 0.00 | |||
| 0440 | SEEDING AND PROTECTION | 05985 | SQYD | 1,029.00 | 1,029.000 | 1,329.778 | 1,329.778 | 1.05 | 1,396.26 | |||
| 0450 | SODDING | 05990 | SQYD | 878.00 | 878.000 | 1,182.528 | 1,182.528 | 6.30 | 7,449.92 | |||
| 0460 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,943.00 | 2,943.000 | 3,210.700 | 3,210.700 | 1.11 | 3,563.87 | |||
| 0470 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 4,200.00 | 4,200.000 | 2,568.900 | 2,568.900 | 2.31 | 5,934.15 | |||
| 0480 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,900.00 | 2,900.000 | 2,853.300 | 2,853.300 | 1.73 | 4,936.20 | |||
| 0490 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,300.00 | 2,300.000 | 2,276.800 | 2,276.800 | 1.73 | 3,938.86 | |||
| 0500 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 378.00 | 378.000 | 382.000 | 382.000 | 2.10 | 802.20 | |||
| 0510 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 299.00 | 299.000 | 124.500 | 124.500 | 4.88 | 607.56 | |||
| 0520 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 2,133.00 | 2,133.000 | 2,150.000 | 2,150.000 | 2.63 | 5,654.50 | |||
| 0530 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 80.85 | 565.95 | |||
| 0540 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 115.50 | 115.50 | |||
| 0550 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 101.85 | 712.95 | |||
| 0560 | CONCRETE-CLASS A | 08100 | CUYD | 0.75 | 0.750 | 0.750 | 0.750 | 1,000.00 | 750.00 | |||
| 0570 | STEEL REINFORCEMENT | 08150 | LB | 7.00 | 7.000 | 7.000 | 7.000 | 2.00 | 14.00 | |||
| 0580 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 3,194.00 | 3,194.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0590 | GEOGRID REINFORCEMENT | 20263ED | SQYD | 2,468.00 | 2,468.000 | 2,486.700 | 2,486.700 | 4.00 | 9,946.80 | |||
| 0600 | SAW CUT | 20430ED | LF | 1,751.00 | 1,751.000 | 1,878.000 | 1,878.000 | 3.50 | 6,573.00 | |||
| 0610 | SILT TRAP TYPE C | 20496NS843 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0620 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0630 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0640 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 125.00 | 125.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0650 | EMBANKMENT | 21553EN | CUYD | 1,958.00 | 1,958.000 | 1,958.000 | 1,958.000 | 15.00 | 29,370.00 | |||
| 0660 | EXCAVATION | 21554EN | CUYD | 1,663.00 | 1,663.000 | 1,663.000 | 1,663.000 | 1.00 | 1,663.00 | |||
| 0670 | QWICK CURB MEDIAN SEPARATOR | 22680EN | LF | 120.00 | 120.000 | 120.000 | 120.000 | 100.00 | 12,000.00 | |||
| 8000 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 1,085.090 | 1,085.090 | 1,085.090 | 1.00 | 1,085.09 | |||
| 8001 | PROJECT WAGE RATE ADJUSTMENT Phase II | 10035NS | DOLL | 0.00 | 1,111.380 | 1,111.380 | 1,111.380 | 1.00 | 1,111.38 | |||
| Project | DE00800420760 | Fed/State Project Number | CM 8124 (11) | Category | 0002 DEMOBILIZATION | |||||||
| 0680 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 9,672.86 | 2,418.21 | 9,672.86 | |
| Project | DE00800420760 | Fed/State Project Number | CM 8124 (11) | Category | 0003 SIGNALIZATION | |||||||
| 0690 | CONDUIT-1 1/4 INCH | 04793 | LF | 121.00 | 121.000 | 386.000 | 386.000 | 5.67 | 2,188.62 | |||
| 0700 | CONDUIT-2 INCH | 04795 | LF | 80.00 | 80.000 | 190.000 | 190.000 | 7.85 | 1,491.50 | |||
| 0710 | JUNCTION BOX TYPE B | 04811 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 350.44 | 1,752.20 | |||
| 0720 | TRENCHING AND BACKFILLING | 04820 | LF | 201.00 | 201.000 | 80.000 | 80.000 | 6.51 | 520.80 | |||
| 0730 | LOOP WIRE | 04830 | LF | 2,404.00 | 2,404.000 | 1,723.000 | 1,723.000 | 0.39 | 671.97 | |||
| 0740 | CABLE-NO. 14/5C | 04844 | LF | 2,203.00 | 2,203.000 | 2,641.000 | 2,641.000 | 1.83 | 4,833.03 | |||
| 0750 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,867.00 | 1,867.000 | 1,926.000 | 1,926.000 | 0.81 | 1,560.06 | |||
| 0760 | STEEL STRAIN POLE | 04880 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 9,423.75 | 37,695.00 | |||
| 0770 | MESSENGER-10800 LB | 04885 | LF | 370.00 | 370.000 | 522.000 | 522.000 | 7.18 | 3,747.96 | |||
| 0780 | LOOP SAW SLOT AND FILL | 04895 | LF | 899.00 | 899.000 | 633.000 | 633.000 | 10.87 | 6,880.71 | |||
| 0790 | PEDESTRIAN DETECTOR | 04900 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 267.75 | 803.25 | |||
| 0800 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,008.25 | 3,008.25 | |||
| 0810 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,772.00 | 2,772.00 | |||
| 0820 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 259.88 | 779.64 | |||
| 0830 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 173.25 | 693.00 | |||
| 0840 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 259.88 | 2,598.80 | |||
| 0850 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 346.50 | 693.00 | |||
| 8002 | COST PLUS WORK Connect interconnect cable | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,540.40 | 1,540.40 | |||
| 8003 | COST PLUS WORK Add Temp Poles | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,608.24 | 7,608.24 | |||
| 8004 | COST PLUS WORK Repair Conduit | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,327.61 | 1,327.61 | |||
| 8005 | COST PLUS WORK Remove Temp Poles | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 946.35 | 946.35 | |||
| Project | DE00800420760 | Fed/State Project Number | CM 8124 (11) | Category | 0004 WATERLINE | |||||||
| 0860 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 10.00 | 10.000 | 12.000 | 12.000 | 105.00 | 1,260.00 | |||
| 0870 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 118.00 | 118.000 | 91.090 | 91.090 | 105.00 | 9,564.45 | |||
| 0880 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 898.00 | 898.000 | 792.750 | 792.750 | 81.90 | 64,926.22 | |||
| 0890 | FIRE HYDRANT | 02606 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,150.00 | 3,150.00 | |||
| 0900 | SAFELOADING | 02690 | CUYD | 30.00 | 30.000 | 30.000 | 30.000 | 78.75 | 2,362.50 | |||
| 0910 | COPPER PIPE-2 INCH | 03363 | LF | 25.00 | 25.000 | 13.000 | 13.000 | 91.35 | 1,187.55 | |||
| 0920 | RELOCATE WATER METER | 03431 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
| 0930 | RELOCATE FIRE HYDRANT | 03433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,890.00 | 1,890.00 | |||
| 0940 | RECONNECT SERVICE | 03437 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 105.00 | 105.00 | |||
| 0950 | RECONNECT TO MAIN | 03438 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 787.50 | 787.50 | |||
| 0960 | GATE VALVE-6 INCH | 03526 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 787.50 | 2,362.50 | |||
| 0970 | GATE VALVE-8 INCH | 03528 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 945.00 | 2,835.00 | |||
| 0980 | GATE VALVE-12 INCH | 03532 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,890.00 | 11,340.00 | |||
| 0990 | CONNECT TO 8 IN | 07648 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,625.00 | 5,250.00 | |||
| 1000 | BORE & JACK ENCASEMENT PIPE 18" | 20086ES706 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 388.00 | 31,040.00 | |||
| 1010 | BEND AND BLOCK-6 IN | 20554NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 1020 | BEND AND BLOCK-8 IN | 20555NC | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 367.50 | 1,837.50 | |||
| 1030 | CONNECT TO 6 IN | 20559NC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,575.00 | 1,575.00 | |||
| 1040 | ANCHOR TEE AND BLOCK 8IN X 8IN X 6 IN | 20784ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 472.50 | 472.50 | |||
| 1050 | BEND AND BLOCK-12 IN | 20788ND | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 525.00 | 2,100.00 | |||
| 1060 | CONNECT TO 12 IN | 20790ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,625.00 | 2,625.00 | |||
| 1070 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 262.50 | 262.50 | |||
| 1080 | PLUG AND BLOCK 12IN | 20865ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
| 1090 | ANCHORING TEE AND BLOCK-12X12X6 IN | 22761ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 787.50 | 1,575.00 | |||
| 1100 | TEE AND BLOCK-12X12X8 IN | 22762ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 787.50 | 2,362.50 | |||
| 1110 | REMOVE TEE & BLOCK-12X12X6 IN | 22763ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
| 1120 | REM RESILIENT SEATED GATE VALVE-6 IN | 22764ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 262.50 | 262.50 | |||
| SUBTOT | $2,418.21 |
$640,992.36 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||