|
Report_Id: 171216 Est NO 0021 |
Date:06/27/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171216 | Estimate Number | 0021 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 4 VC Code VC0000097588 | |||||
| LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 05/19/2018 TO 06/01/2018 | ||||||
| Date Approved | 06/14/2018 | ||||||
| Primary Proj Number | DE04500651716 | ||||||
| Project No. | NHPP IM 0654 (054) | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | I-65 (HARDIN COUNTY) ASPHALT OVERLAY | ||||||
| Description | I-65 (HARDIN COUNTY) ASPHALT OVERLAY | ||||||
| Date Let | 05/26/2017 | Formal Acceptance | |||||
| Date Awarded | 06/02/2017 | Date Work Began | 06/14/2017 | ||||
| Date Contract Executed | 06/14/2017 | Open To Traffic | |||||
| Date NTP Issued | 06/14/2017 | Actual Completion Date | |||||
| Current Contract Amount | $14,246,485.25 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,434,949.51 |
Total Earnings | $7,072,106.12 |
$6,720,637.56 |
$351,468.56 |
|
| Percent Complete | 51.09 |
Stockpiled Materials | $205,747.80 |
$205,747.80 |
$0.00 |
|
| Funds Available | $6,968,631.33 |
Gross Earnings | $7,277,853.92 |
$6,926,385.36 |
$351,468.56 |
|
| Total Change Orders | $1,811,535.74 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,277,853.92 |
$6,926,385.36 |
$351,468.56 |
|||
| Contract Id | 171216 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0021 | Project Number | NHPP IM 0654 (054) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 05/19/2018 TO 06/01/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damages Override | Approved | 06/28/2017 | $0.00 | 0.0 | |||||
| 002 | cost-plus | Approved | 02/05/2018 | $87,342.81 | 26.0 | |||||
| 003 | High Mast Lighting | Approved | 04/17/2018 | $1,724,192.93 | 90.0 | |||||
| 004 | Lot Pay Adjustment Override | Approved | 03/27/2018 | $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 | 171216 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE04500651716 | ||||||
| Estimate Nbr | 0021 | Period | 05/19/2018 TO 06/01/2018 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | 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 | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,758.00 | 2,758.000 | 1,216.650 | 3,556.290 | 4,772.940 | 28.35 | 34,492.02 | 135,312.84 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,902.00 | 1,902.000 | 24.070 | 548.230 | 572.300 | 70.50 | 1,696.93 | 40,347.15 | |
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 229.00 | 229.000 | 2.310 | 50.230 | 52.540 | 615.00 | 1,420.65 | 32,312.10 | |
| 0020 | LEVELING & WEDGING PG76-22 | 00194 | TON | 11,344.00 | 11,344.000 | 6,263.350 | 6,263.350 | 63.95 | 400,541.23 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 6,597.00 | 6,597.000 | 4,750.410 | 4,750.410 | 47.15 | 223,981.83 | |||
| 0030 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 14,744.00 | 14,744.000 | 3,431.970 | 3,620.460 | 7,052.430 | 54.05 | 185,497.97 | 381,183.84 | |
| 0035 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 11,141.00 | 11,141.000 | 5,500.590 | 5,500.590 | 55.15 | 303,357.53 | |||
| 0040 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 34,609.00 | 34,609.000 | 13,660.280 | 13,660.280 | 69.65 | 951,438.50 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 52,750.00 | 52,750.000 | 32,487.330 | 32,487.330 | 12.65 | 410,964.72 | |||
| 0050 | HIGH FRICTION SURFACE TREATMENT | 23229EC | SQYD | 1,569.00 | 1,569.000 | 0.000 | 0.000 | 31.38 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -10,000.000 | -10,000.000 | 1.00 | -10,000.00 | |||
| 8026 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -2,125.000 | -2,125.000 | 1.00 | -2,125.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0002 ROADWAY | |||||||
| 0055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 348.00 | 348.000 | 109.000 | 109.000 | 6.00 | 654.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 47.00 | 47.000 | 10.000 | 10.000 | 6.00 | 60.00 | |||
| 0065 | DITCHING | 02237 | LF | 48,074.00 | 48,074.000 | 13,488.000 | 13,488.000 | 0.58 | 7,823.04 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 662.50 | 662.500 | 137.500 | 137.500 | 25.00 | 3,437.50 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0080 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 15.00 | 15.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 0085 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0090 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 3,000.00 | 24,000.00 | |||
| 0095 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 24.00 | 24.000 | 12.000 | 12.000 | 600.00 | 7,200.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0105 | REMOVE GUARDRAIL | 02381 | LF | 31,112.50 | 31,112.500 | 462.500 | 10,737.500 | 11,200.000 | 1.00 | 462.50 | 11,200.00 | |
| 0110 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 0115 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 16.00 | 16.000 | 5.000 | 5.000 | 3,000.00 | 15,000.00 | |||
| 0120 | TEMPORARY SIGNS | 02562 | SQFT | 2,500.00 | 2,500.000 | 1,514.750 | 1,514.750 | 6.00 | 9,088.50 | |||
| 0125 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.030 | 0.560 | 0.590 | 543,548.58 | 16,306.45 | 320,693.66 | |
| 0130 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 2,350.00 | 7,050.00 | |||
| 0135 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 10,000.00 | 7,500.00 | |||
| 0140 | SHOULDER RUMBLE STRIPS | 02696 | LF | 213,924.00 | 213,924.000 | 72,135.000 | 72,135.000 | 0.15 | 10,820.25 | |||
| 0145 | SILT TRAP TYPE B | 02704 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 81.70 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0155 | SHOULDERING | 02714 | LF | 74,659.00 | 74,659.000 | 14,428.000 | 14,428.000 | 0.40 | 5,771.20 | |||
| 0160 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,360.00 | 5,440.00 | |||
| 0165 | CRASH CUSHION TYPE IX | 02929 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0170 | EROSION CONTROL BLANKET | 05950 | SQYD | 12,444.00 | 12,444.000 | 36,422.330 | 36,422.330 | 1.05 | 38,243.44 | |||
| 0175 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 918.00 | 918.000 | 314.000 | 314.000 | 29.00 | 9,106.00 | |||
| 0180 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 622.00 | 622.000 | 180.000 | 180.000 | 29.00 | 5,220.00 | |||
| 0185 | STEEL POST MILE MARKERS | 06412 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0190 | TRENCHING | 06427 | LF | 31,864.00 | 31,864.000 | 31,370.000 | 31,370.000 | 1.05 | 32,938.50 | |||
| 0195 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 461,822.00 | 461,822.000 | 252,898.000 | 252,898.000 | 0.18 | 45,521.64 | |||
| 0200 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 153,228.00 | 153,228.000 | 29,498.000 | 0.000 | 29,498.000 | 0.69 | 20,353.62 | 20,353.62 | |
| 0205 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 109,011.00 | 109,011.000 | 14,522.000 | 0.000 | 14,522.000 | 0.69 | 10,020.18 | 10,020.18 | |
| 0210 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 6,080.00 | 6,080.000 | 0.000 | 0.000 | 1.38 | 0.00 | |||
| 0215 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 3,728.00 | 3,728.000 | 0.000 | 0.000 | 4.26 | 0.00 | |||
| 0220 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 2,124.00 | 2,124.000 | 0.000 | 0.000 | 4.26 | 0.00 | |||
| 0225 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0230 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0235 | FUEL ADJUSTMENT | 10020NS | DOLL | 122,088.00 | 122,088.000 | 6,222.090 | 6,222.090 | 1.00 | 6,222.09 | |||
| 0240 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 306,650.00 | 306,650.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0245 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 13.00 | 13.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0250 | PAVEMENT REPAIR (MAJOR) (REVISED: 5-18-17) | 20757ED | SQYD | 1,462.00 | 1,462.000 | 1,068.000 | 1,068.000 | 170.00 | 181,560.00 | |||
| 0255 | PAVEMENT REPAIR (MINOR) (REVISED: 5-18-17) | 20757ED | SQYD | 6,006.00 | 6,006.000 | 9,294.600 | 9,294.600 | 30.00 | 278,838.00 | |||
| 0260 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 29,562.50 | 29,562.500 | 13,237.500 | 13,237.500 | 14.62 | 193,532.25 | |||
| 0265 | CONCRETE-CLASS A FOR PAD | 22415EN | SQYD | 14,162.00 | 14,162.000 | 13,978.450 | 13,978.450 | 25.25 | 352,955.86 | |||
| 0270 | HIGH TENSION CABLE-ROPE BARRIER | 23147EN | LF | 31,864.00 | 31,864.000 | 31,864.000 | 31,864.000 | 10.50 | 334,572.00 | |||
| 0275 | END ANCHORS | 23148EN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,200.00 | 19,200.00 | |||
| 0280 | INLAID PAVEMENT MARKER | 24489EC | EACH | 3,038.00 | 3,038.000 | 1,288.000 | 1,288.000 | 28.00 | 36,064.00 | |||
| 0285 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 49,353.00 | 49,353.000 | 11,763.180 | 11,763.180 | 1.50 | 17,644.77 | |||
| 0290 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 3,708,738.00 | 3,708,738.000 | 1,534,648.800 | 1,534,648.800 | 0.01 | 15,346.48 | |||
| 8001 | CLEAN SINKHOLE | 02469 | EACH | 0.00 | 14.000 | 11.000 | 11.000 | 1,104.00 | 12,144.00 | |||
| 8002 | COST PLUS WORK temporary crossover | 10080NSD | DOLL | 0.00 | 7,887.460 | 7,887.460 | 7,887.460 | 1.00 | 7,887.46 | |||
| 8003 | DELAY COST delay claim settlement | 10070NX | DOLL | 0.00 | 28,499.350 | 28,499.350 | 28,499.350 | 1.00 | 28,499.35 | |||
| 8004 | SHOULDER CLOSURE shoulder closure for cable barrier repairs | 20068MS112 | EACH | 0.00 | 20.000 | 5.000 | 5.000 | 10.000 | 25.00 | 125.00 | 250.00 | |
| 8005 | EW~ remove & replace line post for median cable barrier | 10094NX | EACH | 0.00 | 200.000 | 47.000 | 45.000 | 92.000 | 175.00 | 8,225.00 | 16,100.00 | |
| 8006 | SIGNS | 02562 | SQFT | 0.00 | 500.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 8007 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 0.060 | 0.060 | 77,711.00 | 4,662.66 | |||
| 8008 | FLASHING ARROW | 02775 | EACH | 0.00 | 20.000 | 0.000 | 0.000 | 1,360.00 | 0.00 | |||
| 8009 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 0.00 | 21.000 | 0.000 | 0.000 | 30,238.50 | 0.00 | |||
| 8010 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 21,060.85 | 0.00 | |||
| 8011 | CONDUIT-3 IN | 04797 | LF | 0.00 | 3,500.000 | 3,604.000 | 3,604.000 | 27.59 | 99,434.36 | |||
| 8012 | MARKER | 04800 | EACH | 0.00 | 40.000 | 0.000 | 0.000 | 319.10 | 0.00 | |||
| 8013 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 16,075.000 | 0.000 | 0.000 | 4.56 | 0.00 | |||
| 8014 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 0.00 | 4,950.000 | 0.000 | 0.000 | 5.41 | 0.00 | |||
| 8015 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 0.00 | 4,225.000 | 0.000 | 0.000 | 3.77 | 0.00 | |||
| 8016 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 0.00 | 14,875.000 | 0.000 | 0.000 | 4.51 | 0.00 | |||
| 8017 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 0.00 | 7,700.000 | 0.000 | 0.000 | 3.18 | 0.00 | |||
| 8018 | REMOVE LIGHTING Bluegrass Parkway | 04940 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 42,440.00 | 0.00 | |||
| 8019 | REMOVE LIGHTING US 62 | 04940 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 42,440.00 | 0.00 | |||
| 8020 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 0.00 | 18.000 | 0.000 | 0.000 | 1,167.10 | 0.00 | |||
| 8021 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 0.00 | 9.000 | 0.000 | 0.000 | 1,352.78 | 0.00 | |||
| 8022 | BORE AND JACK CONDUIT | 21543EN | LF | 0.00 | 3,500.000 | 3,604.000 | 3,604.000 | 21.22 | 76,476.88 | |||
| 8023 | POLE BASE-HIGH MAST | 23161EN | CUYD | 0.00 | 200.000 | 0.000 | 0.000 | 795.75 | 0.00 | |||
| 8024 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 0.00 | 111.000 | 0.000 | 0.000 | 1,830.23 | 0.00 | |||
| 8025 | DEMOBILIZATION | 02569 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 25,480.68 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0003 DRAINAGE | |||||||
| 0295 | CULVERT PIPE-18 IN | 00462 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0300 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 675.00 | 675.000 | 123.000 | 123.000 | 19.00 | 2,337.00 | |||
| 0305 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 725.00 | 725.00 | |||
| 0310 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 650.00 | 650.00 | 650.00 | |
| 0315 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 15.00 | 15.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 0320 | PERF PIPE HEADWALL TY 3-8 IN | 01030 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0325 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 775.00 | 3,100.00 | |||
| 0330 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0335 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,900.00 | 0.00 | |||
| 0340 | CURB BOX INLET TYPE B-T | 01484 | EACH | 17.00 | 17.000 | 9.000 | 9.000 | 4,000.00 | 36,000.00 | |||
| 0345 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
| 0350 | DROP BOX INLET TYPE 13GT | 01565 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0355 | FLUME INLET TYPE 1 | 01690 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 4,650.00 | 18,600.00 | |||
| 0360 | FLUME INLET TYPE 2 | 01691 | EACH | 13.00 | 13.000 | 2.000 | 7.000 | 9.000 | 4,200.00 | 8,400.00 | 37,800.00 | |
| 0365 | SPECIAL HEADER CURB | 01877 | LF | 8,407.00 | 8,407.000 | 3,641.000 | 3,641.000 | 7.00 | 25,487.00 | |||
| 0370 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 197.00 | 197.000 | 181.280 | 181.280 | 45.00 | 8,157.60 | |||
| 0375 | REMOVE PAVED DITCH | 02165 | SQYD | 45.00 | 45.000 | 113.330 | 113.330 | 13.93 | 1,578.68 | |||
| 0380 | FLOWABLE FILL | 02220 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0385 | GRANULAR EMBANKMENT | 02223 | CUYD | 119.00 | 119.000 | 0.000 | 0.000 | 57.14 | 0.00 | |||
| 0390 | CHANNEL LINING CLASS III | 02484 | TON | 944.00 | 944.000 | 1,390.210 | 1,390.210 | 39.42 | 54,802.07 | |||
| 0395 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 75.00 | 75.000 | 828.330 | 828.330 | 3.27 | 2,708.63 | |||
| 0400 | INITIAL FERTILIZER | 05963 | TON | 4.00 | 4.000 | 2.950 | 2.950 | 850.00 | 2,507.50 | |||
| 0405 | 20-10-10 FERTILIZER | 05964 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0410 | SEEDING AND PROTECTION | 05985 | SQYD | 54,032.00 | 54,032.000 | 14,520.000 | 14,520.000 | 0.32 | 4,646.40 | |||
| 0415 | REPLACE GRATE | 20366NN | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 1,200.00 | 13,200.00 | |||
| 0420 | RESET GRATE | 23970NC | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 0425 | REGRADE SLOPE | 24906ED | SQYD | 13,725.00 | 13,725.000 | 2,106.000 | 2,106.000 | 3.36 | 7,076.16 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0004 BRIDGE - I-65 RAMP OVER US 31W (047B00124N) | |||||||
| 0430 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0435 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0440 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0445 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 45.00 | 45.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0450 | EPOXY SAND SLURRY | 08504 | SQYD | 58.00 | 58.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0455 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.20 | 0.200 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0460 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 29.80 | 29.800 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0465 | BLAST CLEANING | 08549 | SQYD | 716.00 | 716.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0470 | MACHINE PREP OF SLAB | 08551 | SQYD | 716.00 | 716.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0475 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 255.00 | 255.000 | 163.860 | 163.860 | 125.00 | 20,482.50 | |||
| 0480 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 2.20 | 2.200 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0005 BRIDGE - I-65 (SB) OVER US 31W (047B00132L) | |||||||
| 0485 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 130.00 | 130.000 | 56.640 | 56.640 | 300.00 | 16,992.00 | |||
| 0490 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 130.00 | 130.000 | 56.640 | 0.000 | 56.640 | 100.00 | 5,664.00 | 5,664.00 | |
| 0495 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 130.00 | 130.000 | 65.000 | 65.000 | 375.00 | 24,375.00 | |||
| 0500 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 65.00 | 65.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0505 | EPOXY SAND SLURRY | 08504 | SQYD | 65.00 | 65.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0510 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.30 | 0.300 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0515 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 52.50 | 52.500 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0520 | BLAST CLEANING | 08549 | SQYD | 1,260.00 | 1,260.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0525 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,260.00 | 1,260.000 | 640.350 | 640.350 | 12.00 | 7,684.20 | |||
| 0530 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 145.00 | 145.000 | 210.910 | 210.910 | 125.00 | 26,363.75 | |||
| 0535 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 3.90 | 3.900 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0006 BRIDGE - I-65 (NB) OVER US 31W (047B00126R) | |||||||
| 0540 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 197.00 | 197.000 | 197.000 | 197.000 | 225.00 | 44,325.00 | |||
| 0545 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 196.00 | 196.000 | 49.910 | 146.090 | 196.000 | 100.00 | 4,991.00 | 19,600.00 | |
| 0550 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 196.00 | 196.000 | 196.000 | 196.000 | 375.00 | 73,500.00 | |||
| 0555 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 105.00 | 105.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0560 | EPOXY SAND SLURRY | 08504 | SQYD | 65.00 | 65.000 | 52.990 | 52.990 | 15.00 | 794.85 | |||
| 0565 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0570 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 79.30 | 79.300 | 104.650 | 104.650 | 1,300.00 | 136,045.00 | |||
| 0575 | BLAST CLEANING | 08549 | SQYD | 1,905.00 | 1,905.000 | 1,905.000 | 1,905.000 | 5.00 | 9,525.00 | |||
| 0580 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,905.00 | 1,905.000 | 2,003.270 | 2,003.270 | 12.00 | 24,039.24 | |||
| 0585 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 810.00 | 810.000 | 296.350 | 296.350 | 100.00 | 29,635.00 | |||
| 0590 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 5.90 | 5.900 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0595 | EXPAN JOINT REPLACE 3/4 IN (LONGITUDINAL JOINT) | 24897EC | LF | 220.00 | 220.000 | 220.000 | 220.000 | 200.00 | 44,000.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0007 BRIDGE - I-65 (SB) OVER CSX RR & HAWKINS DRIVE (047B00125L) | |||||||
| 0600 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 194.00 | 194.000 | 99.470 | 99.470 | 225.00 | 22,380.75 | |||
| 0605 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 194.00 | 194.000 | 99.470 | 99.470 | 100.00 | 9,947.00 | |||
| 0610 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 145.00 | 145.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0615 | EPOXY SAND SLURRY | 08504 | SQYD | 80.00 | 80.000 | 40.880 | 40.880 | 15.00 | 613.20 | |||
| 0620 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.70 | 0.700 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0625 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 121.80 | 121.800 | 38.350 | 87.790 | 126.140 | 1,300.00 | 49,855.00 | 163,982.00 | |
| 0630 | BLAST CLEANING | 08549 | SQYD | 2,925.00 | 2,925.000 | 661.640 | 1,545.540 | 2,207.180 | 5.00 | 3,308.20 | 11,035.90 | |
| 0635 | MACHINE PREP OF SLAB | 08551 | SQYD | 2,925.00 | 2,925.000 | 1,512.140 | 1,512.140 | 12.00 | 18,145.68 | |||
| 0640 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 9.00 | 9.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0008 BRIDGE - I-65 (NB) OVER CSX RR & HAWKINS DRIVE (047B00125R) | |||||||
| 0645 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 145.00 | 145.000 | 145.000 | 145.000 | 225.00 | 32,625.00 | |||
| 0650 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 145.00 | 145.000 | 145.000 | 145.000 | 100.00 | 14,500.00 | |||
| 0655 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 105.00 | 105.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0660 | EPOXY SAND SLURRY | 08504 | SQYD | 70.00 | 70.000 | 57.550 | 57.550 | 15.00 | 863.25 | |||
| 0665 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0670 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 77.40 | 77.400 | 93.160 | 93.160 | 1,300.00 | 121,108.00 | |||
| 0675 | BLAST CLEANING | 08549 | SQYD | 1,860.00 | 1,860.000 | 1,860.000 | 1,860.000 | 5.00 | 9,300.00 | |||
| 0680 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,860.00 | 1,860.000 | 1,905.040 | 1,905.040 | 12.00 | 22,860.48 | |||
| 0685 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 5.70 | 5.700 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0009 BRIDGE - I-65 (SB) OVER SPRINGFIELD RD (047B00129L) | |||||||
| 0690 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 113.00 | 113.000 | 56.640 | 56.640 | 225.00 | 12,744.00 | |||
| 0695 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 113.00 | 113.000 | 56.640 | 56.640 | 100.00 | 5,664.00 | |||
| 0700 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 45.00 | 45.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0705 | EPOXY SAND SLURRY | 08504 | SQYD | 35.00 | 35.000 | 17.160 | 17.160 | 15.00 | 257.40 | |||
| 0710 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.20 | 0.200 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0715 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 28.60 | 28.600 | 22.150 | 22.150 | 1,300.00 | 28,795.00 | |||
| 0720 | BLAST CLEANING | 08549 | SQYD | 685.00 | 685.000 | 346.390 | 346.390 | 5.00 | 1,731.95 | |||
| 0725 | MACHINE PREP OF SLAB | 08551 | SQYD | 685.00 | 685.000 | 346.410 | 346.410 | 12.00 | 4,156.92 | |||
| 0730 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 2.10 | 2.100 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0010 BRIDGE - I-65 (NB) OVER SPRINGFIELD RD (047B00129R) | |||||||
| 0735 | REMOVE & RESET GUARDRAIL | 02383 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0740 | EXCAVATION AND BACKFILL | 03235 | CUYD | 6.00 | 6.000 | 6.000 | 6.000 | 400.00 | 2,400.00 | |||
| 0745 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 113.00 | 113.000 | 113.000 | 113.000 | 225.00 | 25,425.00 | |||
| 0750 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 113.00 | 113.000 | 113.000 | 113.000 | 100.00 | 11,300.00 | |||
| 0755 | CONCRETE-CLASS AA | 08104 | CUYD | 6.30 | 6.300 | 6.300 | 6.300 | 1,500.00 | 9,450.00 | |||
| 0760 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 730.00 | 730.000 | 685.000 | 685.000 | 2.00 | 1,370.00 | |||
| 0765 | EPOXY SAND SLURRY | 08504 | SQYD | 35.00 | 35.000 | 29.900 | 29.900 | 15.00 | 448.50 | |||
| 0770 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.20 | 0.200 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0775 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 28.60 | 28.600 | 35.330 | 35.330 | 1,300.00 | 45,929.00 | |||
| 0780 | BLAST CLEANING | 08549 | SQYD | 685.00 | 685.000 | 685.000 | 685.000 | 5.00 | 3,425.00 | |||
| 0785 | MACHINE PREP OF SLAB | 08551 | SQYD | 685.00 | 685.000 | 692.760 | 692.760 | 12.00 | 8,313.12 | |||
| 0790 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 15.00 | 15.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0795 | BEAM REPAIR | 24093EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0800 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 2.10 | 2.100 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0011 BRIDGE - BG PKWAY (WB) OVER I-65 (047B00128L) | |||||||
| 0805 | EXPAN JOINT REPLACE 2 1/2 IN | 03296 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0810 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0815 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0820 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 60.00 | 60.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0825 | EPOXY SAND SLURRY | 08504 | SQYD | 95.00 | 95.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0830 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.30 | 0.300 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0835 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 45.00 | 45.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0840 | BLAST CLEANING | 08549 | SQYD | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0845 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0850 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 195.00 | 195.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0855 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 3.60 | 3.600 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0012 BRIDGE - BG PKWAY (EB) OVER I-65 (047B00128R) ADDED ADDENDUM | |||||||
| 0860 | EXPAN JOINT REPLACE 2 1/2 IN | 03296 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0865 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0870 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0875 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 60.00 | 60.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0880 | EPOXY SAND SLURRY | 08504 | SQYD | 95.00 | 95.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0885 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 0.30 | 0.300 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0890 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 45.00 | 45.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0895 | BLAST CLEANING | 08549 | SQYD | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0900 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0905 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 210.00 | 210.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0910 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 3.60 | 3.600 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0013 TRAFFIC LOOPS | |||||||
| 0915 | CONDUIT-1 1/4 IN | 04793 | LF | 260.00 | 260.000 | 120.000 | 120.000 | 12.25 | 1,470.00 | |||
| 0920 | CONDUIT-2 IN | 04795 | LF | 110.00 | 110.000 | 60.000 | 60.000 | 14.75 | 885.00 | |||
| 0925 | TRENCHING AND BACKFILLING | 04820 | LF | 350.00 | 350.000 | 130.000 | 130.000 | 3.50 | 455.00 | |||
| 0930 | PIEZOELECTRIC SENSOR | 04829 | EACH | 26.00 | 26.000 | 13.000 | 13.000 | 1,575.00 | 20,475.00 | |||
| 0935 | LOOP WIRE | 04830 | LF | 11,800.00 | 11,800.000 | 6,315.000 | 6,315.000 | 0.55 | 3,473.25 | |||
| 0940 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,875.00 | 1,875.000 | 1,591.000 | 1,591.000 | 11.72 | 18,646.52 | |||
| 0945 | GALVANIZED STEEL CABINET | 20359NN | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 795.00 | 795.00 | |||
| 0950 | WOOD POST | 20360ES818 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 426.00 | 852.00 | |||
| 0955 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 1,005.00 | 3,015.00 | |||
| 0960 | BORE AND JACK CONDUIT (2 IN) | 21543EN | LF | 100.00 | 100.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| Project | DE04500651716 | Fed/State Project Number | NHPP IM 0654 (054) | Category | 0014 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0965 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 563,670.00 | 563,670.00 | |||
| 0970 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 169,101.61 | 0.00 | |||
| SUBTOT | $351,468.54 |
$7,072,106.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0260-1-0I |
GDRAIL GALV AW .109 | LF |
5,000.00 | 0004 | $9.090000 | $45,450.00 | ||||||
0070-1-0I |
GDRAIL GALV AW .109 | LF |
525.00 | 0006 | $15.430000 | $8,100.75 | ||||||
0115-1-0I |
GUARDRAIL END TR 4A | EACH |
16.00 | 0006 | $1301.550000 | $20,824.80 | ||||||
0260-1-1I |
GDRAIL GALV AW .109 | LF |
24,562.50 | 0006 | $9.450000 | $232,115.62 | ||||||
0260-1-0A |
GDRAIL GALV AW .109 | LF |
612.50 | 0004 | $9.090000 | $-5,567.63 | ||||||
0115-1-0A |
GUARDRAIL END TR 4A | EACH |
3.00 | 0007 | $1301.550000 | $-3,904.65 | ||||||
0260-1-0A |
GDRAIL GALV AW .109 | LF |
3,637.50 | 0007 | $9.090000 | $-33,064.88 | ||||||
0115-1-0A |
GUARDRAIL END TR 4A | EACH |
1.00 | 0008 | $1301.550000 | $-1,301.55 | ||||||
0260-1-0A |
GDRAIL GALV AW .109 | LF |
750.00 | 0008 | $9.090000 | $-6,817.49 | ||||||
0260-1-1A |
GDRAIL GALV AW .109 | LF |
1,562.50 | 0008 | $9.450000 | $-14,765.62 | ||||||
0260-1-1A |
GDRAIL GALV AW .109 | LF |
2,437.50 | 0009 | $9.450000 | $-23,034.37 | ||||||
0260-1-1A |
GDRAIL GALV AW .109 | LF |
175.00 | 0010 | $9.450000 | $-1,653.75 | ||||||
0260-1-1A |
GDRAIL GALV AW .109 | LF |
100.00 | 0015 | $9.450000 | $-945.00 | ||||||
0115-1-0A |
GUARDRAIL END TR 4A | EACH |
1.00 | 0020 | $1301.550000 | $-1,301.55 | ||||||
0260-1-1A |
GDRAIL GALV AW .109 | LF |
887.50 | 0020 | $9.450000 | $-8,386.87 | ||||||
| SUBTOT | $205,747.81 |
|||||||||||