|
Report_Id: 081134 Est NO 0036 |
Date:05/13/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 081134 | Estimate Number | 0036 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12340) Tackett, Greg A. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 08/11/2012 TO 05/05/2013 | ||||||
| Date Approved | 05/13/2013 | ||||||
| Primary Proj Number | DE067011908W2 | ||||||
| Project No. | APD 119-1 (37) | ||||||
| Primary County | LETCHER | ||||||
| Name of Road | HARLAN-WHITESBURG ROAD (US 119) | ||||||
| Description | US 119 RELOCATION FROM 1.3 MILES EAST OF THE HARLAN COUNTY LINE TO 1000 FEET WEST OF JUCTION KY 3404 | ||||||
| Date Let | 08/29/2008 | Formal Acceptance | |||||
| Date Awarded | 09/10/2008 | Date Work Began | 03/17/2009 | ||||
| Date Contract Executed | 09/26/2008 | Open To Traffic | |||||
| Date NTP Issued | 09/26/2008 | Actual Completion Date | |||||
| Current Contract Amount | $7,171,803.73 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,904,559.08 |
Total Earnings | $5,229,706.75 |
$5,194,464.87 |
$35,241.88 |
|
| Percent Complete | 72.92 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,942,096.98 |
Gross Earnings | $5,229,706.75 |
$5,194,464.87 |
$35,241.88 |
|
| Total Change Orders | $267,244.65 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,229,706.75 |
$5,194,464.87 |
$35,241.88 |
|||
| Contract Id | 081134 | Change Order Summary |
County | LETCHER | ||||||
| Estimate Nbr | 0036 | Project Number | APD 119-1 (37) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 08/11/2012 TO 05/05/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Revised tie in to existing road | Approved | 03/07/2012 | $267,244.65 | 18.0 | |||||
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 | 081134 | COMMONWEALTH OF KENTUCKY |
County | LETCHER | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE067011908W2 | ||||||
| Estimate Nbr | 0036 | Period | 08/11/2012 TO 05/05/2013 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE067011908W2 | Fed/State Project Number | APD 119-1 (37) | 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 | 11,188.00 | 0.000 | -3,267.430 | 3,267.430 | 0.000 | 25.00 | -81,685.75 | 0.00 | |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 5,462.00 | 5,852.570 | 2,837.800 | 2,837.800 | 67.45 | 191,409.61 | |||
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 106.00 | 106.000 | 77.840 | 77.840 | 20.00 | 1,556.80 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 20.00 | 20.000 | 11.000 | 11.000 | 75.00 | 825.00 | |||
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 25.00 | 26.840 | 25.030 | 25.030 | 285.85 | 7,154.82 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,979.00 | 1,979.000 | 827.210 | 827.210 | 114.95 | 95,087.78 | |||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 3,893.00 | 5,439.730 | 2,793.880 | 2,793.880 | 119.85 | 334,846.51 | |||
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.00 | 3.190 | 2.850 | 2.850 | 1,474.45 | 4,202.18 | |||
| 0100 | ASPHALT CURING SEAL | 00358 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 925.25 | 0.00 | |||
| 0120 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,260.00 | 1,445.970 | 25.560 | 25.560 | 157.05 | 4,014.19 | |||
| 0130 | CULVERT PIPE-18 IN | 00462 | LF | 34.00 | 34.000 | 31.670 | 31.670 | 49.00 | 1,551.83 | |||
| 0140 | CULVERT PIPE-24 IN | 00464 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 62.00 | 6,510.00 | |||
| 0150 | CULVERT PIPE-48 IN | 00470 | LF | 252.00 | 252.000 | 216.000 | 216.000 | 143.00 | 30,888.00 | |||
| 0160 | PERFORATED PIPE-4 IN | 01000 | LF | 8,584.00 | 8,584.000 | 3,236.000 | 3,236.000 | 9.00 | 29,124.00 | |||
| 0170 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 699.00 | 699.000 | 141.000 | 141.000 | 10.00 | 1,410.00 | |||
| 0180 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 0190 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
| 0200 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 550.00 | 1,650.00 | |||
| 0210 | REMOVE PIPE | 01310 | LF | 148.00 | 148.000 | 10.000 | 10.000 | 20.00 | 200.00 | |||
| 0220 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 0230 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0240 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 2.000 | 3.000 | 3.000 | 3,675.00 | 11,025.00 | |||
| 0250 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0260 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 40.00 | 4,000.00 | |||
| 0270 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0280 | REMOVE PAVEMENT | 02091 | SQYD | 655.00 | 655.000 | 520.000 | 520.000 | 4.50 | 2,340.00 | |||
| 0290 | TEMP DITCH | 02159 | LF | 4,395.00 | 4,395.000 | 587.000 | 587.000 | 1.50 | 880.50 | |||
| 0300 | GRANULAR EMBANKMENT | 02223 | CUYD | 101,664.00 | 101,664.000 | 101,121.000 | 101,121.000 | 6.12 | 618,860.52 | |||
| 0310 | EMBANKMENT IN PLACE | 02230 | CUYD | 183,239.00 | 184,580.000 | 154,351.400 | 154,351.400 | 6.12 | 944,630.56 | |||
| 0320 | WATER | 02242 | MGAL | 132.00 | 132.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0330 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,569.00 | 4,569.000 | 2,569.500 | 2,569.500 | 5.89 | 15,134.35 | |||
| 0340 | REMOVE FENCE | 02265 | LF | 364.00 | 364.000 | 364.000 | 364.000 | 3.00 | 1,092.00 | |||
| 0350 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 75.00 | 300.00 | |||
| 0360 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,900.00 | 11,600.00 | |||
| 0370 | REMOVE GUARDRAIL | 02381 | LF | 210.00 | 210.000 | 312.500 | 312.500 | 4.00 | 1,250.00 | |||
| 0380 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,950.00 | 2,950.00 | |||
| 0390 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 7.00 | 7.000 | 16.000 | 16.000 | 100.00 | 1,600.00 | |||
| 0400 | WITNESS POST | 02432 | EACH | 7.00 | 7.000 | 13.000 | 13.000 | 50.00 | 650.00 | |||
| 0410 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,692.00 | 1,692.000 | 14.220 | 1,451.250 | 1,465.470 | 8.00 | 113.76 | 11,723.76 | |
| 0420 | CLEARING AND GRUBBING 15 ACRES | 02545 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 72,000.00 | 3,600.00 | 72,000.00 | |
| 0430 | SIGNS | 02562 | SQFT | 549.00 | 549.000 | 338.000 | 338.000 | 10.00 | 3,380.00 | |||
| 0440 | EDGE KEY | 02585 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 124.95 | 0.00 | |||
| 0450 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 2,586.00 | 2,586.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0460 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 305.00 | 305.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0470 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 36,585.00 | 36,585.000 | 11,361.570 | 11,361.570 | 1.06 | 12,043.26 | |||
| 0480 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 18.00 | 18.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0490 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 0500 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 15,000.00 | 12,000.00 | |||
| 0510 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 42,500.00 | 0.00 | |||
| 0520 | SETTLEMENT PLATFORM | 02692 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0530 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 6,298.00 | 6,298.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0540 | TEMP SILT FENCE | 02701 | LF | 3,182.00 | 3,182.000 | 2,278.000 | 2,278.000 | 2.50 | 5,695.00 | |||
| 0550 | SAND FOR BLOTTER | 02702 | TON | 37.00 | 37.000 | 0.000 | 0.000 | 44.75 | 0.00 | |||
| 0560 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0570 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 20.000 | 20.000 | 225.00 | 4,500.00 | |||
| 0580 | SILT TRAP TYPE C | 02705 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0590 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 9.00 | 9.000 | 5.000 | 5.000 | 40.00 | 200.00 | |||
| 0600 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 30.00 | 30.000 | 21.000 | 21.000 | 45.00 | 945.00 | |||
| 0610 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0620 | CLEAN TEMP SILT FENCE | 02709 | LF | 15,222.00 | 15,222.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0630 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 25,000.00 | 20,000.00 | |||
| 0640 | STEEL PIPE-2 1/2 IN | 03340 | LF | 13.00 | 13.000 | 10.500 | 10.500 | 30.00 | 315.00 | |||
| 0650 | STEEL PIPE-4 IN | 03343 | LF | 23.00 | 23.000 | 10.500 | 10.500 | 35.00 | 367.50 | |||
| 0660 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,497.00 | 2,497.000 | 4,255.040 | 4,255.040 | 1.36 | 5,786.85 | |||
| 0670 | TEMP MULCH | 05952 | SQYD | 3,000.00 | 3,000.000 | 10,555.500 | 10,555.500 | 0.45 | 4,749.97 | |||
| 0680 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 6,000.00 | 6,000.000 | 8,386.720 | 8,386.720 | 0.50 | 4,193.36 | |||
| 0690 | TOPDRESSING FERTILIZER | 05966 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0700 | SEEDING AND PROTECTION | 05985 | SQYD | 20,918.00 | 20,918.000 | 43,609.250 | 43,609.250 | 0.70 | 30,526.47 | |||
| 0710 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 29,062.00 | 29,062.000 | 22,560.050 | 22,560.050 | 0.24 | 5,414.41 | |||
| 0720 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 9,446.00 | 9,446.000 | 6,849.000 | 6,849.000 | 0.45 | 3,082.05 | |||
| 0730 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 14,786.00 | 17,254.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0740 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 83.00 | 83.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0750 | CONCRETE-CLASS A | 08100 | CUYD | 7.00 | 7.000 | 2.163 | 2.163 | 515.00 | 1,113.94 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 505.00 | 505.000 | 42.640 | 42.640 | 1.15 | 49.03 | |||
| 0770 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 13,622.00 | 13,622.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0780 | FUEL ADJUSTMENT | 10020NS | DOLL | 48,597.00 | 48,597.000 | -3,965.840 | -57,779.650 | -61,745.490 | 1.00 | -3,965.84 | -61,745.49 | |
| 0790 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 12,260.00 | 12,260.000 | -2,807.040 | -34,303.840 | -37,110.880 | 1.00 | -2,807.04 | -37,110.88 | |
| 0800 | MSE SLOPE STRUCTURE | 21587EN | SQFT | 44,272.00 | 44,272.000 | 33,049.570 | 33,049.570 | 14.25 | 470,956.37 | |||
| 0810 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 3,241.00 | 3,393.000 | 3,456.250 | 3,456.250 | 22.00 | 76,037.50 | |||
| 5000 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 197.00 | 197.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 8001 | FINAL DRESSING CLASS B | 02601 | LF | 0.00 | 496.720 | 496.720 | 496.720 | 45.88 | 22,789.51 | |||
| 8002 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 11,766.340 | 3,267.430 | 520.650 | 3,788.080 | 25.00 | 81,685.75 | 94,702.00 | |
| 8003 | CRUSHED STONE BASE REMOVE & REUSE | 00003 | TON | 0.00 | 350.000 | 175.000 | 175.000 | 12.70 | 2,222.50 | |||
| Project | DE067011908W2 | Fed/State Project Number | APD 119-1 (37) | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0820 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 235,000.00 | 235,000.00 | |||
| 0830 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 102,022.00 | 0.00 | |||
| Project | DE067011908W2 | Fed/State Project Number | APD 119-1 (37) | Category | 0003 BRIDGE | |||||||
| 0840 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 275.00 | 275.000 | 275.000 | 275.000 | 47.00 | 12,925.00 | |||
| 0850 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 385.00 | 385.000 | 385.000 | 385.000 | 2.00 | 770.00 | |||
| 0860 | MASONRY COATING | 02998 | SQYD | 409.00 | 409.000 | 976.506 | 976.506 | 10.00 | 9,765.06 | |||
| 0870 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 104.00 | 104.000 | 0.800 | 103.200 | 104.000 | 58.00 | 46.40 | 6,032.00 | |
| 0880 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 565.00 | 565.000 | 355.950 | 355.950 | 75.00 | 26,696.25 | |||
| 0890 | FOUNDATION PREPARATION 25295 | 08003 | LS | 1.00 | 1.000 | 0.200 | 0.800 | 1.000 | 130,000.00 | 26,000.00 | 130,000.00 | |
| 0900 | STONE MASONRY VENEER | 08004 | SQFT | 5,414.00 | 0.000 | 0.000 | 0.000 | 14.95 | 0.00 | |||
| 0910 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 476.00 | 476.000 | 236.540 | 325.150 | 561.690 | 26.25 | 6,209.17 | 14,744.36 | |
| 0920 | TEST PILES | 08033 | LF | 52.00 | 52.000 | 53.240 | 53.240 | 82.75 | 4,405.61 | |||
| 0930 | PILES-STEEL HP12X53 | 08046 | LF | 466.00 | 466.000 | 479.304 | 479.304 | 60.00 | 28,758.24 | |||
| 0940 | PILE POINTS-12 IN | 08094 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 110.00 | 2,310.00 | |||
| 0950 | CONCRETE-CLASS A | 08100 | CUYD | 454.70 | 454.700 | 460.400 | 460.400 | 515.00 | 237,106.00 | |||
| 0960 | CONCRETE-CLASS AA | 08104 | CUYD | 737.80 | 737.800 | 737.800 | 737.800 | 546.00 | 402,838.80 | |||
| 0970 | STEEL REINFORCEMENT | 08150 | LB | 58,550.00 | 58,550.000 | 59,294.260 | 59,294.260 | 1.15 | 68,188.39 | |||
| 0980 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 230,082.00 | 230,082.000 | 230,082.000 | 230,082.000 | 1.22 | 280,700.04 | |||
| 0990 | STRUCTURAL STEEL 1587 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,000.00 | 6,000.00 | 6,000.00 | |
| 1000 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,931.00 | 1,931.000 | 0.167 | 1,930.833 | 1,931.000 | 272.00 | 45.42 | 525,232.00 | |
| 8000 | CONCRETE FORMLINER #330 "Ashlar Stone" | 21432NC | SQFT | 0.00 | 5,414.000 | 3,454.310 | 3,454.310 | 8.87 | 30,639.72 | |||
| Project | DE067011908W2 | Fed/State Project Number | APD 119-1 (37) | Category | 0004 BRIDGE | |||||||
| 1010 | FOUNDATION PREPARATION 25354 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,750.00 | 8,750.00 | |||
| 1020 | CONCRETE-CLASS A | 08100 | CUYD | 143.00 | 143.000 | 143.000 | 143.000 | 515.00 | 73,645.00 | |||
| 1030 | STEEL REINFORCEMENT | 08150 | LB | 14,979.00 | 14,979.000 | 14,979.000 | 14,979.000 | 1.15 | 17,225.85 | |||
| Project | DE067011908W2 | Fed/State Project Number | APD 119-1 (37) | Category | 0005 TRAINEES | |||||||
| 5010 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 893.500 | 893.500 | 1.00 | 893.50 | |||
| SUBTOT | $35,241.87 |
$5,229,706.68 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0930-1-0I |
PILES | LF |
15.64 | 0009 | $1113.540000 | $17,415.76 | ||||||
0940-1-0I |
PILE POINTS | EACH |
15.50 | 0009 | $77.740000 | $1,204.97 | ||||||
1030-1-0I |
STEEL REINUN 615GR60 | LB |
37,690.00 | 0009 | $0.456820 | $17,217.54 | ||||||
0800-1-0I |
BIAXIAL GEOGRID | SQFT |
7,722.00 | 0014 | $16.423900 | $126,825.35 | ||||||
1000-1-0I |
I BEAM, TYPE 4 | LF |
1,931.00 | 0014 | $166.450000 | $321,414.95 | ||||||
0980-1-0I |
STEEL REINCO 615GR60 | LB |
280,700.04 | 0019 | $0.446770 | $125,408.35 | ||||||
0800-1-0A |
BIAXIAL GEOGRID | SQFT |
1,613.93 | 0016 | $16.423900 | $-26,507.02 | ||||||
0930-1-0A |
PILES | LF |
15.64 | 0016 | $1113.540000 | $-17,415.76 | ||||||
0940-1-0A |
PILE POINTS | EACH |
15.50 | 0016 | $77.740000 | $-1,204.97 | ||||||
0800-1-0A |
BIAXIAL GEOGRID | SQFT |
6,108.07 | 0017 | $16.423900 | $-100,318.33 | ||||||
1000-1-0A |
I BEAM, TYPE 4 | LF |
1,930.83 | 0017 | $166.450000 | $-321,387.15 | ||||||
0980-1-0A |
STEEL REINCO 615GR60 | LB |
197,470.75 | 0027 | $0.446770 | $-88,224.00 | ||||||
0980-1-0A |
STEEL REINCO 615GR60 | LB |
10,306.97 | 0029 | $0.446770 | $-4,604.84 | ||||||
0980-1-0A |
STEEL REINCO 615GR60 | LB |
19,742.77 | 0030 | $0.446770 | $-8,820.48 | ||||||
0980-10C |
STEEL REINCO 615GR60 | LB |
0.00 | 0032 | $0.446770 | $-23,759.03 | ||||||
1000-10C |
I BEAM, TYPE 4 | LF |
0.00 | 0032 | $166.450000 | $-27.80 | ||||||
1030-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0032 | $0.456820 | $-17,217.54 | ||||||
| SUBTOT | $0.00 |
|||||||||||