Report_Id: 201034 Est NO 0007 |
Date:07/21/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 201034 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
District Office | MANCHESTER (11360) Smith, Cecil W. | ||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
3009 ATKINSON AVENUE | |||||||
SUITE 400 | |||||||
LEXINGTON , KY , 40509 | |||||||
Pay Period | 06/19/2021 TO 06/30/2021 | ||||||
Date Approved | 07/09/2021 | ||||||
Primary Proj Number | DE11800752034 | ||||||
Project No. | NHPP 0751(090) | ||||||
Primary County | WHITLEY | ||||||
Name of Road | I-75 | ||||||
Description | ASPHALT PAVEMENT REHAB ON I-75 FROM MP 0.000 TO MP 11.120 IN WHITLEY COUNTY | ||||||
Date Let | 11/20/2020 | Formal Acceptance | |||||
Date Awarded | 12/02/2020 | Date Work Began | 02/24/2021 | ||||
Date Contract Executed | 12/15/2020 | Open To Traffic | |||||
Date NTP Issued | 12/15/2020 | Actual Completion Date | |||||
Current Contract Amount | $10,474,017.70 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $10,474,017.70 |
Total Earnings | $3,117,345.37 |
$2,259,083.37 |
$858,262.00 |
|
Percent Complete | 29.76 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $7,356,672.33 |
Gross Earnings | $3,117,345.37 |
$2,259,083.37 |
$858,262.00 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $3,117,345.37 |
$2,259,083.37 |
$858,262.00 |
|||
Contract Id | 201034 | Change Order Summary |
County | WHITLEY | ||||||
Estimate Nbr | 0007 | Project Number | NHPP 0751(090) | |||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 06/19/2021 TO 06/30/2021 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 201034 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE11800752034 | ||||||
Estimate Nbr | 0007 | Period | 06/19/2021 TO 06/30/2021 | |||||||
Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
Project | DE11800752034 | Fed/State Project Number | NHPP 0751(090) | 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 | DE11800752034 | Fed/State Project Number | NHPP 0751(090) | Category | 0001 PAVING | |||||||
0005 | DGA BASE | 00001 | TON | 4,201.00 | 4,201.000 | 1,283.570 | 1,915.460 | 3,199.030 | 38.00 | 48,775.66 | 121,563.14 | |
0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 109.00 | 109.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0015 | ASPHALT SEAL COAT | 00103 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0020 | LEVELING & WEDGING PG76-22 | 00194 | TON | 1,000.00 | 1,000.000 | 1,066.440 | 0.000 | 1,066.440 | 98.00 | 104,511.12 | 104,511.12 | |
0025 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 1,116.00 | 1,116.000 | 1,054.140 | 1,054.140 | 85.00 | 89,601.90 | |||
0030 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 2,384.00 | 2,384.000 | 2,048.720 | 2,048.720 | 115.00 | 235,602.80 | |||
0035 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 10,333.00 | 10,333.000 | 151.270 | 151.270 | 82.00 | 12,404.14 | |||
0040 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 32,396.00 | 32,396.000 | -633.840 | 633.840 | 0.000 | 108.00 | -68,454.72 | 0.00 | |
0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 225.00 | 225.000 | 7.300 | 2.140 | 9.440 | 5.00 | 36.50 | 47.20 | |
0050 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 6,000.00 | 3,000.00 | |||
0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 57,951.00 | 57,951.000 | 23,572.160 | 1,334.470 | 24,906.630 | 16.50 | 388,940.64 | 410,959.39 | |
0060 | SHOULDER RUMBLE STRIPS | 02696 | LF | 239,060.00 | 239,060.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
0065 | JOINT ADHESIVE | 20071EC | LF | 244,337.00 | 244,337.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
0070 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,325.00 | 1,325.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
0585 | HMA ELECTRONIC DELIVERY MGMT SYSTEM (ADDED: 11-18-20) | 24986EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
Project | DE11800752034 | Fed/State Project Number | NHPP 0751(090) | Category | 0002 ROADWAY | |||||||
0075 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,208.00 | 1,208.000 | 1,083.820 | 1,083.820 | 35.00 | 37,933.70 | |||
0080 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 5,872.00 | 5,872.000 | 1,405.000 | 1,405.000 | 5.50 | 7,727.50 | |||
0085 | PERFORATED PIPE EDGE DRAIN-6 IN | 01006 | LF | 5,872.00 | 5,872.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
0090 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
0095 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
0100 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 600.00 | 3,000.00 | |||
0105 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
0110 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
0115 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
0120 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
0125 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
0130 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0135 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0140 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 130.00 | 130.000 | 48.000 | 48.000 | 10.00 | 480.00 | |||
0145 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0150 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 62.00 | 62.000 | 62.000 | 62.000 | 10.70 | 663.40 | |||
0155 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0160 | TEMP DITCH | 02159 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0165 | CLEAN TEMP DITCH | 02160 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
0170 | EMBANKMENT IN PLACE | 02230 | CUYD | 8,267.00 | 8,267.000 | 8,206.000 | 8,206.000 | 30.00 | 246,180.00 | |||
0175 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0180 | REMOVE FENCE | 02265 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0185 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0190 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
0195 | REMOVE GUARDRAIL | 02381 | LF | 6,225.00 | 6,225.000 | 4,077.500 | 4,077.500 | 1.10 | 4,485.25 | |||
0200 | CLEARING AND GRUBBING 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 31,068.53 | 31,068.53 | |||
0205 | OBJECT MARKER TYPE 2 | 02565 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0210 | DITCHING AND SHOULDERING | 02575 | LF | 58,714.00 | 58,714.000 | 44,678.000 | 44,678.000 | 9.00 | 402,102.00 | |||
0215 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 75.00 | 75.000 | 40.000 | 40.000 | 5.00 | 200.00 | |||
0220 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 375,000.00 | 0.00 | |||
0225 | SILT TRAP TYPE A | 02703 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0230 | SILT TRAP TYPE B | 02704 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0235 | SILT TRAP TYPE C | 02705 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0240 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0245 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0250 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0255 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
0260 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 3,080.00 | 3,080.000 | 2,920.000 | 2,920.000 | 18.00 | 52,560.00 | |||
0265 | EROSION CONTROL BLANKET | 05950 | SQYD | 20,000.00 | 20,000.000 | 31,401.037 | 31,401.037 | 1.55 | 48,671.60 | |||
0270 | TEMP MULCH | 05952 | SQYD | 26,667.00 | 26,667.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
0275 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 20,000.00 | 20,000.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
0280 | INITIAL FERTILIZER | 05963 | TON | 2.10 | 2.100 | 0.000 | 0.000 | 995.00 | 0.00 | |||
0285 | MAINTENANCE FERTILIZER | 05964 | TON | 1.30 | 1.300 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0290 | SEEDING AND PROTECTION | 05985 | SQYD | 40,000.00 | 40,000.000 | 0.000 | 0.000 | 0.49 | 0.00 | |||
0295 | AGRICULTURAL LIMESTONE | 05992 | TON | 24.80 | 24.800 | 0.000 | 0.000 | 95.00 | 0.00 | |||
0300 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 1,266.00 | 1,266.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0305 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 85.00 | 85.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0310 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 307,872.00 | 307,872.000 | 132,177.000 | 13,314.000 | 145,491.000 | 0.20 | 26,435.40 | 29,098.20 | |
0315 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 3,430.00 | 3,430.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
0320 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 4,500.00 | 4,500.000 | 273.000 | 273.000 | 2.35 | 641.55 | |||
0325 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,800.00 | 1,800.000 | 200.000 | 200.000 | 2.25 | 450.00 | |||
0330 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,800.00 | 1,800.000 | 151.000 | 151.000 | 2.25 | 339.75 | |||
0335 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
0340 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
0345 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
0350 | FUEL ADJUSTMENT | 10020NS | DOLL | 71,958.00 | 71,958.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0355 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 180,737.00 | 180,737.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0360 | THRIE BEAM TO W BEAM CONNECTOR | 20629NS719 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
0365 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
0370 | GUARDRAIL THRIE BEAM | 21380ES719 | LF | 812.50 | 812.500 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0375 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 5,412.50 | 5,412.500 | 2,381.500 | 2,381.500 | 20.00 | 47,630.00 | |||
0380 | REPLACE GRATE | 22660EN | LB | 1,011.00 | 1,011.000 | 0.000 | 0.000 | 9.29 | 0.00 | |||
0385 | INLAID PAVEMENT MARKER | 24489EC | EACH | 1,779.00 | 1,779.000 | 0.000 | 0.000 | 26.50 | 0.00 | |||
0390 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 972.00 | 972.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
0400 | PAVE STRIPING-THERMO-6 IN W-WET REFLECT | 25008EC | LF | 152,560.00 | 152,560.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
0405 | PAVE STRIPING-THERMO-6 IN Y-WET REFLECT | 25009EC | LF | 121,633.00 | 121,633.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
0410 | GROOVE FOR PAVE STRIPING - 7 IN | 25019EC | LF | 274,193.00 | 274,193.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
0415 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 240.00 | 240.000 | 0.000 | 0.000 | 187.25 | 0.00 | |||
0420 | FURNISH QUEUE PROTECTION VEHICLES | 25076EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,659.48 | 21,659.48 | |||
0425 | TEMPORARY SILT FENCE | 40030 | LF | 5,000.00 | 5,000.000 | 3,030.000 | 3,030.000 | 2.50 | 7,575.00 | |||
0575 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (ADDED: 11-16-20) | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 43,000.00 | 43,000.00 | |||
0580 | TEMPORARY SIGNS (ADDED: 11-16-20) | 02562 | SQFT | 800.00 | 800.000 | 706.000 | 706.000 | 9.00 | 6,354.00 | |||
0590 | CLEAN CULVERT (ADDED: 11-18-20) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
Project | DE11800752034 | Fed/State Project Number | NHPP 0751(090) | Category | 0003 DRAINAGE (ADDED: 11-10-20) | |||||||
0430 | CULVERT PIPE-15 IN | 00461 | LF | 140.00 | 140.000 | 123.000 | 123.000 | 210.00 | 25,830.00 | |||
0435 | CULVERT PIPE-18 IN | 00462 | LF | 20.00 | 20.000 | 20.000 | 24.000 | 44.000 | 320.00 | 6,400.00 | 14,080.00 | |
0440 | CULVERT PIPE-24 IN | 00464 | LF | 28.00 | 28.000 | 8.000 | 17.000 | 25.000 | 330.00 | 2,640.00 | 8,250.00 | |
0445 | CULVERT PIPE-36 IN | 00468 | LF | 15.00 | 15.000 | 16.000 | 16.000 | 375.00 | 6,000.00 | |||
0450 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 27.00 | 27.000 | 1.000 | 22.000 | 23.000 | 1,450.00 | 1,450.00 | 33,350.00 | |
0455 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,450.00 | 5,800.00 | |||
0460 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 4.00 | 4.000 | 1.000 | 4.000 | 5.000 | 1,700.00 | 1,700.00 | 8,500.00 | |
0465 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
0470 | REMOVE PIPE | 01310 | LF | 172.00 | 172.000 | 24.000 | 212.000 | 236.000 | 20.00 | 480.00 | 4,720.00 | |
0475 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
0480 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
0485 | REMOVE PAVED DITCH | 02165 | SQYD | 160.00 | 160.000 | 184.000 | 184.000 | 38.00 | 6,992.00 | |||
0490 | CHANNEL LINING CLASS III | 02484 | TON | 658.00 | 658.000 | 18.220 | 530.290 | 548.510 | 70.00 | 1,275.40 | 38,395.70 | |
0495 | REMOVE HEADWALL | 02625 | EACH | 29.00 | 29.000 | 2.000 | 33.000 | 35.000 | 500.00 | 1,000.00 | 17,500.00 | |
0500 | PVC FOLD AND FORM PIPE LINER-15 IN | 24861EC | LF | 3,603.00 | 3,603.000 | 1,443.000 | 2,317.000 | 3,760.000 | 88.00 | 126,984.00 | 330,880.00 | |
0505 | PVC FOLD AND FORM PIPE LINER-18 IN | 24862EC | LF | 1,385.00 | 1,385.000 | 1,004.000 | 166.000 | 1,170.000 | 90.00 | 90,360.00 | 105,300.00 | |
0510 | PVC FOLD AND FORM PIPE LINER-24 IN | 24863EC | LF | 1,562.00 | 1,562.000 | 1,298.000 | 268.000 | 1,566.000 | 95.00 | 123,310.00 | 148,770.00 | |
0515 | PVC FOLD AND FORM PIPE LINER-36 IN | 24865EC | LF | 843.00 | 843.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
Project | DE11800752034 | Fed/State Project Number | NHPP 0751(090) | Category | 0004 TRAFFIC LOOPS | |||||||
0520 | CONDUIT-1 1/4 IN | 04793 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0525 | CONDUIT-2 IN | 04795 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0530 | TRENCHING AND BACKFILLING | 04820 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
0535 | PIEZOELECTRIC SENSOR | 04829 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,295.00 | 0.00 | |||
0540 | LOOP WIRE | 04830 | LF | 6,680.00 | 6,680.000 | 1,756.000 | 0.000 | 1,756.000 | 0.50 | 878.00 | 878.00 | |
0545 | LOOP SAW SLOT AND FILL | 04895 | LF | 850.00 | 850.000 | 154.000 | 0.000 | 154.000 | 10.00 | 1,540.00 | 1,540.00 | |
0550 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 875.00 | 0.00 | |||
0555 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
0560 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
Project | DE11800752034 | Fed/State Project Number | NHPP 0751(090) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0565 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 383,500.00 | 383,500.00 | |||
0570 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 145,387.00 | 0.00 | |||
SUBTOT | $858,262.00 |
$3,117,345.36 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |