|
ContID 071053 EST NO 0004 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071053 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06317) Young, Brian C. | ||||||
| Contractor | JUDY CONSTRUCTION COMPANY | MARS ADDR SN 0 | |||||
| BOX 457 | |||||||
| CYNTHIANA , KY , 41031 | |||||||
| Pay Period | 01/01/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE00830110753 | ||||||
| Project No. | BRZ 0603(207) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | MARY GRUBB'S HIGHWAY EXTENSION | ||||||
| Description | REPLACE HIGH ST. NS RR BRIDGE OVERPASS WITH A RR UNDERPASS APP. 1700 FT TO THE SOUTH BY EXTEND M. GRUBBS HWY TO HIGH ST | ||||||
| Date Let | 09/28/2007 | Formal Acceptance | |||||
| Date Awarded | 10/05/2007 | Date Work Began | 11/20/2007 | ||||
| Date Contract Executed | 11/01/2007 | Open To Traffic | |||||
| Date NTP Issued | 11/01/2007 | Actual Completion Date | |||||
| Current Contract Amount | $4,865,799.38 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,865,799.38 |
Total Earnings | $134,110.10 |
$115,810.00 |
$18,300.10 |
|
| Percent Complete | 3.18 |
Stockpiled Materials | $20,761.28 |
$20,761.28 |
$0.00 |
|
| Funds Available | $4,710,928.00 |
Gross Earnings | $154,871.38 |
$136,571.28 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $154,871.38 |
$136,571.28 |
18,300.10 |
|||
| Contract Id | 071053 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0004 | Project Number | BRZ 0603(207) | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | Period | 01/01/2008 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Signs and Shear Connectors | Pending | 0 | $14,500.00 | 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 | 071053 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE00830110753 | ||||||
| Estimate Nbr | 0004 | Period | 01/01/2008 TO 01/25/2008 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | |||||||||
| Project | DE00830110753 | Fed/State Project Number | BRZ 0603(207) | Category | 0001 BRIDGE | |||||||
| 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 | DRAIN PIPE-6 INCH | 08820 | LF | 681.00 | 681.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0020 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 522.00 | 522.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0030 | MASONRY COATING | 02998 | SQYD | 686.00 | 686.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0040 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 0050 | REINF CONC SLOPE WALL-6 INCH | 08016 | SQYD | 430.00 | 430.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0060 | TEST PILES | 08033 | LF | 69.00 | 69.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0070 | PILES-STEEL HP12X53 | 08046 | LF | 1,567.00 | 1,567.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0080 | PILE POINTS-12 INCH | 08094 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0090 | CONCRETE-CLASS AA | 08104 | CUYD | 381.00 | 381.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0100 | STEEL REINFORCEMENT | 08150 | LB | 26,527.00 | 26,527.000 | 0.000 | 0.000 | 0.92 | 0.00 | |||
| 0110 | STEEL REINF-EPOXY COATED | 08151 | LB | 73,603.00 | 73,603.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0120 | STRUCTURAL STEEL 834,000 LB | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,431,500.00 | 0.00 | |||
| 0130 | SHEAR CONNECTORS 1670 LB | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0140 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0150 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 112.00 | 112.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0160 | ROCK SOUNDINGS | 20745ED | LF | 236.80 | 236.800 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0170 | ROCK CORINGS | 20746ED | LF | 220.00 | 220.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0180 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 236.80 | 236.800 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0190 | CONC CLASS AA-SUPERSTRUCTURE | 22006EN | CUYD | 208.00 | 208.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0200 | DECK WATERPROOFING | 22046NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,000.00 | 0.00 | |||
| 0210 | FENCE-HANDRAIL | 22510EN | LF | 433.30 | 433.300 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 8000 | SHEAR CONNECTORS 5010 Lbs | 08170 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| Project | DE00830110753 | Fed/State Project Number | BRZ 0603(207) | Category | 0002 ROADWAY | |||||||
| 0220 | DGA BASE | 00001 | TON | 260.00 | 260.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0230 | CRUSHED STONE BASE | 00003 | TON | 3,504.00 | 3,504.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0240 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6,221.00 | 6,221.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0250 | LEVELING & WEDGING PG64-22 | 00190 | TON | 196.00 | 196.000 | 0.000 | 0.000 | 65.64 | 0.00 | |||
| 0260 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 3,783.00 | 3,783.000 | 0.000 | 0.000 | 47.45 | 0.00 | |||
| 0270 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 916.00 | 916.000 | 0.000 | 0.000 | 58.49 | 0.00 | |||
| 0280 | CULVERT PIPE-48 INCH | 00470 | LF | 520.00 | 520.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0290 | STORM SEWER PIPE-15 INCH | 00521 | LF | 424.00 | 424.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0300 | STORM SEWER PIPE-18 INCH | 00522 | LF | 352.00 | 352.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0310 | STORM SEWER PIPE-24 INCH | 00524 | LF | 452.00 | 452.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0320 | STORM SEWER PIPE-36 INCH | 00528 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0330 | STORM SEWER PIPE-48 INCH | 00530 | LF | 116.00 | 116.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0340 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0350 | CURB BOX INLET TYPE A | 01456 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0360 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0370 | CAP DROP BOX INLET | 01584 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0380 | CAP CURB BOX INLET | 01634 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0390 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0400 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0410 | STANDARD CURB AND GUTTER | 01810 | LF | 4,927.30 | 4,927.300 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 0420 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 7.10 | 7.100 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0430 | JPC PAVEMENT-8 INCH | 02084 | SQYD | 448.00 | 448.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0440 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 234.00 | 234.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0450 | TEMPORARY DITCH | 02159 | LF | 2,709.00 | 2,709.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0460 | GRANULAR EMBANKMENT | 02223 | CUYD | 3,663.00 | 3,663.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0470 | EMBANKMENT IN PLACE | 02230 | CUYD | 80,953.00 | 80,953.000 | 0.000 | 0.000 | 5.29 | 0.00 | |||
| 0480 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 347.00 | 347.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0490 | WATER | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0500 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 42.50 | 0.00 | |||
| 0510 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0520 | R/W MARKER MUNICIPAL TYPE 2 | 02438 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0530 | CHANNEL LINING CLASS II | 02483 | TON | 340.00 | 340.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0540 | CHANNEL LINING CLASS II | 02483 | TON | 223.30 | 223.300 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0550 | CHANNEL LINING CLASS III | 02484 | TON | 444.30 | 444.300 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0560 | CLEARING AND GRUBBING 23.6 ACRES | 02545 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 60,000.00 | 48,000.00 | |||
| 0570 | EDGE KEY | 02585 | LF | 152.00 | 152.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0580 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 807.60 | 807.600 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 0590 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 631.20 | 631.200 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 0600 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 15,844.00 | 15,844.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 0610 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,045.00 | 0.00 | |||
| 0620 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0630 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 154.00 | 154.000 | 0.000 | 0.000 | 39.77 | 0.00 | |||
| 0640 | SAFELOADING | 02690 | CUYD | 5.90 | 5.900 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0650 | SAFELOADING | 02690 | CUYD | 70.70 | 70.700 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0660 | TEMPORARY SILT FENCE | 02701 | LF | 2,709.00 | 2,709.000 | 1,200.000 | 1,200.000 | 2.80 | 3,360.00 | |||
| 0670 | SILT TRAP TYPE A | 02703 | EACH | 24.00 | 24.000 | 3.000 | 3.000 | 130.00 | 390.00 | |||
| 0680 | SILT TRAP TYPE B | 02704 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0690 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 144.00 | 144.000 | 2.000 | 2.000 | 20.00 | 40.00 | |||
| 0700 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 144.00 | 144.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0710 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,709.00 | 2,709.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0720 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 1,951.50 | 1,951.500 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0730 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.040 | 0.150 | 0.190 | 40,000.00 | 1,600.00 | 7,600.00 | |
| 0740 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,266.60 | 4,266.600 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0750 | TEMPORARY MULCH | 05952 | SQYD | 11,380.00 | 11,380.000 | 55,667.000 | 0.000 | 55,667.000 | 0.30 | 16,700.10 | 16,700.10 | |
| 0760 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 8,535.00 | 8,535.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0770 | TOPDRESSING FERTILIZER | 05966 | TON | 5.90 | 5.900 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0780 | SEEDING AND PROTECTION | 05985 | SQYD | 47,244.00 | 47,244.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 0790 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 11,765.00 | 11,765.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0800 | SODDING | 05990 | SQYD | 69.10 | 69.100 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0810 | PAVE STRIPING-WB PAINT-6 IN W | 06522 | MILE | 1.41 | 1.410 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0820 | PAVE STRIPING-WB PAINT-6 IN Y | 06523 | MILE | 1.17 | 1.170 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0830 | PAVE STRIPING-WB PAINT-12 IN W | 06526 | MILE | 0.08 | 0.080 | 0.000 | 0.000 | 2,650.00 | 0.00 | |||
| 0840 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 785.98 | 785.980 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0850 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 167.42 | 167.420 | 0.000 | 0.000 | 4.95 | 0.00 | |||
| 0860 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0870 | CONCRETE-CLASS A | 08100 | CUYD | 25.27 | 25.270 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0880 | STEEL REINFORCEMENT | 08150 | LB | 1,486.00 | 1,486.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0890 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 9,790.00 | 9,790.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0900 | FUEL ADJUSTMENT | 10020NS | DOLL | 11,598.00 | 11,598.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0910 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 8,811.00 | 8,811.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0920 | COHESIVE PILE CORE | 20210EP69 | CUYD | 225.00 | 225.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0930 | SILT TRAP TYPE C | 20496NS843 | EACH | 24.00 | 24.000 | 2.000 | 2.000 | 260.00 | 520.00 | |||
| 0940 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 144.00 | 144.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0950 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0960 | DITCH EXCAVATION | 20597EC | CUYD | 534.50 | 534.500 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0970 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0980 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 4,228.00 | 4,228.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0990 | BORE AND JACK PIPE | 21661ES706 | LF | 148.00 | 148.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 1000 | MAINTAIN AND CONTROL RAIL TRAFFIC | 22670NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1010 | JUNCTION BOX-144 IN X 72 IN | 22690NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1140 | SUB-BALLAST | 22893EN | TON | 3,600.00 | 3,600.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 8001 | SIGNS | 02562 | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| Project | DE00830110753 | Fed/State Project Number | BRZ 0603(207) | Category | 0003 WATERLINE RELOCATION | |||||||
| 1020 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 61.50 | 0.00 | |||
| 1030 | RELOCATE FIRE HYDRANT | 03433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 1040 | GATE VALVE-6 INCH | 03526 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 1050 | BEND AND BLOCK-8 IN | 20555NC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1060 | ANCHOR TEE AND BLOCK 8IN X 8IN X 6 IN | 20784ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1070 | ADJUST WATER VALVE BOXES | 20792ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1080 | CONNECT TO 8 IN | 22447NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| Project | DE00830110753 | Fed/State Project Number | BRZ 0603(207) | Category | 0007 SIGNING | |||||||
| 1090 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 125.00 | 125.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1100 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 30.00 | 30.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 1110 | STEEL POST TYPE 2 | 06411 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| Project | DE00830110753 | Fed/State Project Number | BRZ 0603(207) | Category | 0019 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1120 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 115,000.00 | 57,500.00 | |||
| 1130 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 70,187.00 | 0.00 | |||
| SUBTOT | $18,300.10 |
$134,110.100 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0280-1-0I |
CULVERT 48" | LF |
372.00 | 0001 | $42.080000 | $14,870.68 | ||||||
0310-1-0I |
STORM 18" | LF |
68.00 | 0001 | $12.370000 | $799.34 | ||||||
0320-1-0I |
STORM 36" | LF |
36.00 | 0001 | $27.020000 | $924.02 | ||||||
0330-1-0I |
STORM 48" | LF |
115.00 | 0001 | $37.820000 | $4,167.24 | ||||||
| SUBTOT | 0.00 |
$20,761.280 |
||||||||||