|
Report_Id: 181011 Est NO 0027 |
Date:08/08/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181011 | Estimate Number | 0027 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05340) Phillips, Heath A. | ||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | ADDR SN 0 VC Code KY0036489 | |||||
| 3800 CRITTENDEN DR | |||||||
| LOUISVILLE , KY , 40209-1124 | |||||||
| Pay Period | 07/01/2019 TO 07/11/2019 | ||||||
| Date Approved | 07/23/2019 | ||||||
| Primary Proj Number | DE05600641811 | ||||||
| Project No. | NHPP IM 0642(197), NHPP IM 0642(198) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | I-64 | ||||||
| Description | WIDEN I-64 WB RAMP TO I-264 WB FROM ONE TO TWO LANES FOR ENT IRE LENGTH AND OTHER NEEDED IMPROVEMENTS TO ADDRESS WEAVE IS | ||||||
| Date Let | 04/27/2018 | Formal Acceptance | |||||
| Date Awarded | 05/04/2018 | Date Work Began | 06/18/2018 | ||||
| Date Contract Executed | 05/21/2018 | Open To Traffic | |||||
| Date NTP Issued | 05/21/2018 | Actual Completion Date | |||||
| Current Contract Amount | $9,783,450.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,757,000.00 |
Total Earnings | $6,666,392.81 |
$5,956,657.88 |
$709,734.93 |
|
| Percent Complete | 68.81 |
Stockpiled Materials | $65,785.61 |
$122,661.49 |
$-56,875.88 |
|
| Funds Available | $3,051,271.58 |
Gross Earnings | $6,732,178.42 |
$6,079,319.37 |
$652,859.05 |
|
| Total Change Orders | $26,450.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,732,178.42 |
$6,079,319.37 |
$652,859.05 |
|||
| Contract Id | 181011 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0027 | Project Number | NHPP IM 0642(197), NHPP IM 0642(198) | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | Period | 07/01/2019 TO 07/11/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Traffic Control Adjustments | Approved | 01/23/2019 | $26,450.00 | 2.0 | |||||
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 | 181011 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE05600641811 | ||||||
| Estimate Nbr | 0027 | Period | 07/01/2019 TO 07/11/2019 | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | |||||||||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | DGA BASE | 00001 | TON | 16,897.00 | 16,897.000 | 82.850 | 7,923.420 | 8,006.270 | 20.00 | 1,657.00 | 160,125.40 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 462.00 | 462.000 | 559.750 | 559.750 | 20.00 | 11,195.00 | |||
| 0015 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 32,748.00 | 32,748.000 | 20,027.690 | 20,027.690 | 4.00 | 80,110.76 | |||
| 0020 | JPC PAVEMENT DRAINAGE BLANKET | 00022 | TON | 6,549.00 | 6,549.000 | 5,231.850 | 5,231.850 | 57.00 | 298,215.45 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 86.00 | 86.000 | 34.340 | 6.155 | 40.495 | 130.00 | 4,464.20 | 5,264.35 | |
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 10.30 | 10.300 | 4.120 | 0.738 | 4.858 | 970.00 | 3,996.40 | 4,712.26 | |
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 946.00 | 946.000 | 985.600 | 985.600 | 70.00 | 68,992.00 | |||
| 0040 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 102.00 | 102.000 | 132.740 | 132.740 | 110.00 | 14,601.40 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 2.40 | 2.400 | 0.124 | 0.124 | 500.00 | 62.00 | |||
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 83.40 | 83.400 | 29.820 | 29.820 | 650.00 | 19,383.00 | |||
| 0055 | JPC PAVEMENT-11 IN (FOR ITEM# 5-159.00) (REVISED: 4-25-18) | 02071 | SQYD | 22,086.00 | 22,086.000 | 8,087.130 | 10,391.570 | 18,478.700 | 74.00 | 598,447.62 | 1,367,423.80 | |
| 0060 | JPC PAVEMENT-11 IN SHLD | 02072 | SQYD | 10,660.00 | 10,660.000 | 3,621.390 | 3,621.390 | 62.00 | 224,526.18 | |||
| 0065 | CEMENT | 02542 | TON | 831.00 | 831.000 | 654.060 | 654.060 | 145.00 | 94,838.70 | |||
| 0070 | SAND FOR BLOTTER | 02702 | TON | 232.00 | 232.000 | 3.860 | 3.860 | 25.00 | 96.50 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0002 ROADWAY | |||||||
| 0075 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 5,050.00 | 5,050.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0080 | REMOVE PIPE | 01310 | LF | 924.00 | 924.000 | 926.800 | 926.800 | 10.00 | 9,268.00 | |||
| 0085 | CAP DROP BOX INLET | 01584 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,100.00 | 5,500.00 | |||
| 0090 | REMOVE DROP BOX INLET | 01585 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 900.00 | 7,200.00 | |||
| 0095 | CONC MEDIAN BARRIER TYPE 12B2 | 01953 | LF | 1,886.00 | 1,886.000 | 681.000 | 0.000 | 681.000 | 75.00 | 51,075.00 | 51,075.00 | |
| 0100 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0105 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 35.00 | 35.000 | 342.000 | 342.000 | 10.00 | 3,420.00 | |||
| 0110 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 3,300.00 | 3,300.000 | 2,580.000 | 2,580.000 | 18.00 | 46,440.00 | |||
| 0115 | BACKFILLING | 02184 | CUYD | 400.00 | 400.000 | 325.930 | 325.930 | 12.00 | 3,911.16 | |||
| 0120 | ROADWAY EXCAVATION | 02200 | CUYD | 27,833.00 | 27,833.000 | 25,049.700 | 25,049.700 | 16.50 | 413,320.05 | |||
| 0125 | WATER | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0130 | REMOVE FENCE | 02265 | LF | 1,429.00 | 1,429.000 | 2,087.000 | 2,087.000 | 2.00 | 4,174.00 | |||
| 0135 | REMOVE & RESET FENCE | 02267 | LF | 289.00 | 289.000 | 381.000 | 381.000 | 10.00 | 3,810.00 | |||
| 0140 | REMOVE & REPLACE FENCE | 02268 | LF | 25.00 | 25.000 | 29.800 | 29.800 | 50.00 | 1,490.00 | |||
| 0145 | FENCE-4 FT CHAIN LINK | 02273 | LF | 672.00 | 672.000 | 0.000 | 0.000 | 56.50 | 0.00 | |||
| 0150 | FENCE-6 FT CHAIN LINK | 02274 | LF | 815.00 | 815.000 | 870.860 | 870.860 | 30.00 | 26,125.80 | |||
| 0155 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,437.00 | 4,437.000 | 375.000 | 375.000 | 16.40 | 6,150.00 | |||
| 0165 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0175 | REMOVE GUARDRAIL | 02381 | LF | 4,832.00 | 4,832.000 | 4,995.000 | 4,995.000 | 1.30 | 6,493.50 | |||
| 0180 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0185 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0195 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0200 | CLEARING AND GRUBBING 19.3 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 0205 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 15,140.00 | 15,140.000 | 4,109.110 | 4,109.110 | 1.65 | 6,780.03 | |||
| 0210 | REMOVE HEADWALL | 02625 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 500.00 | 4,500.00 | |||
| 0215 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 210,000.00 | 105,000.00 | |||
| 0220 | LANE CLOSURE | 02653 | EACH | 2.00 | 3.000 | 1.000 | 2.000 | 3.000 | 2,500.00 | 2,500.00 | 7,500.00 | |
| 0225 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0230 | RUMBLE STRIPS TYPE 3 | 02695 | LF | 280.00 | 280.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0235 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 50,000.00 | 30,000.00 | |||
| 0240 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0245 | RELOCATE CRASH CUSHION | 02898 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 0250 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 11,500.00 | 10,500.000 | 280.000 | 280.000 | 35.00 | 9,800.00 | |||
| 0255 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 65,000.00 | 65,000.000 | 5,956.000 | 6,708.000 | 12,664.000 | 0.16 | 952.96 | 2,026.24 | |
| 0260 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 14,031.00 | 14,031.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0265 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 4,192.00 | 4,192.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0270 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 5,393.00 | 5,393.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0275 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 109.00 | 109.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0280 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 419.00 | 419.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0285 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0290 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 5,000.00 | 35,000.00 | |||
| 0295 | FUEL ADJUSTMENT | 10020NS | DOLL | 37,164.00 | 37,164.000 | 389.990 | 389.990 | 1.00 | 389.99 | |||
| 0300 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 200.00 | 200.000 | 438.250 | 438.250 | 50.00 | 21,912.50 | |||
| 0305 | SAWCUT PAVEMENT | 20550ND | LF | 9,710.00 | 9,710.000 | 10,323.200 | 10,323.200 | 1.80 | 18,581.76 | |||
| 0310 | REMOVE BARRIER | 20591EC | LF | 1,069.00 | 1,069.000 | 1,069.000 | 1,069.000 | 8.00 | 8,552.00 | |||
| 0315 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 15.00 | 15.000 | 22.000 | 22.000 | 250.00 | 5,500.00 | |||
| 0320 | CONCRETE MEDIAN BARRIER TY 9B2 | 23335EC | LF | 709.00 | 709.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 8001 | CONCRETE BARRIER WALL TYPE 9T Without Stiffeners | 03171 | LF | 0.00 | 1,000.000 | 11,000.000 | 11,000.000 | 31.00 | 341,000.00 | |||
| 8002 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 0.00 | 1,000.000 | 2,085.240 | 2,085.240 | 25.15 | 52,443.78 | |||
| 8004 | EW~ Waterblast | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0003 DRAINAGE | |||||||
| 0325 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0330 | CULVERT PIPE-30 IN | 00466 | LF | 24.00 | 24.000 | 20.000 | 20.000 | 134.00 | 2,680.00 | |||
| 0335 | CULVERT PIPE-36 IN | 00468 | LF | 12.00 | 12.000 | 12.000 | 12.000 | 282.00 | 3,384.00 | |||
| 0340 | CULVERT PIPE-54 IN | 00471 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 478.00 | 3,824.00 | |||
| 0345 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 16.00 | 16.000 | 16.000 | 16.000 | 226.00 | 3,616.00 | |||
| 0350 | STORM SEWER PIPE-15 IN | 00521 | LF | 16.70 | 16.700 | 16.700 | 16.700 | 118.00 | 1,970.60 | |||
| 0355 | STORM SEWER PIPE-18 IN | 00522 | LF | 692.90 | 692.900 | 715.800 | 715.800 | 64.00 | 45,811.20 | |||
| 0360 | STORM SEWER PIPE-24 IN | 00524 | LF | 16.00 | 16.000 | 20.000 | 20.000 | 118.00 | 2,360.00 | |||
| 0365 | STORM SEWER PIPE-42 IN | 00529 | LF | 28.70 | 28.700 | 32.000 | 32.000 | 200.00 | 6,400.00 | |||
| 0370 | STORM SEWER PIPE-48 IN | 00530 | LF | 170.90 | 170.900 | 154.900 | 154.900 | 246.00 | 38,105.40 | |||
| 0375 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 9,495.00 | 9,495.000 | 8,647.000 | 8,647.000 | 5.95 | 51,449.65 | |||
| 0380 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 221.00 | 221.000 | 160.500 | 160.500 | 11.00 | 1,765.50 | |||
| 0385 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0390 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 450.00 | 1,350.00 | 1,350.00 | |
| 0395 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 3.00 | 3.000 | 1.000 | 0.000 | 1.000 | 500.00 | 500.00 | 500.00 | |
| 0400 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0405 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 4.00 | 4.000 | 1.000 | 0.000 | 1.000 | 550.00 | 550.00 | 550.00 | |
| 0410 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0415 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,325.00 | 1,325.00 | |||
| 0420 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,050.00 | 4,100.00 | |||
| 0425 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0430 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 0435 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,885.00 | 1,885.00 | |||
| 0440 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0445 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,750.00 | 3,750.00 | |||
| 0450 | DROP BOX INLET TYPE 13G | 01559 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 4,000.00 | 40,000.00 | |||
| 0455 | DROP BOX INLET TYPE 15 | 01580 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,750.00 | 8,250.00 | |||
| 0460 | CONC MED BARR BOX INLET TY 9A1 | 01619 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0465 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 0470 | JUNCTION BOX-42 IN | 01646 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,300.00 | 4,600.00 | |||
| 0475 | JUNCTION BOX-48 IN | 01647 | EACH | 13.00 | 13.000 | 9.000 | 9.000 | 3,900.00 | 35,100.00 | |||
| 0480 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 16.00 | 16.000 | 7.000 | 7.000 | 125.00 | 875.00 | |||
| 0485 | TEMP DITCH | 02159 | LF | 6,220.00 | 6,220.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0490 | CLEAN TEMP DITCH | 02160 | LF | 3,110.00 | 3,110.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0495 | CHANNEL LINING CLASS II | 02483 | TON | 1,437.00 | 1,437.000 | 1,397.750 | 1,397.750 | 30.00 | 41,932.50 | |||
| 0500 | CHANNEL LINING CLASS III | 02484 | TON | 10.00 | 10.000 | 14.670 | 14.670 | 54.00 | 792.18 | |||
| 0505 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 720.00 | 720.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0510 | TEMP SILT FENCE | 02701 | LF | 6,220.00 | 6,220.000 | 1,250.000 | 1,250.000 | 2.25 | 2,812.50 | |||
| 0515 | SILT TRAP TYPE A | 02703 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0520 | SILT TRAP TYPE B | 02704 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 250.00 | 5,000.00 | |||
| 0525 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 5.000 | 5.000 | 250.00 | 1,250.00 | |||
| 0530 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0535 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0540 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0545 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,739.00 | 3,739.000 | 14,566.060 | 14,566.060 | 1.50 | 21,849.09 | |||
| 0550 | TEMP MULCH | 05952 | SQYD | 62,200.00 | 62,200.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0555 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 46,600.00 | 46,600.000 | 3,892.000 | 3,892.000 | 0.16 | 622.72 | |||
| 0560 | INITIAL FERTILIZER | 05963 | TON | 1.80 | 1.800 | 0.300 | 0.300 | 800.00 | 240.00 | |||
| 0565 | 20-10-10 FERTILIZER | 05964 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0570 | SEEDING AND PROTECTION | 05985 | SQYD | 53,000.00 | 53,000.000 | 8,019.300 | 8,019.300 | 0.34 | 2,726.56 | |||
| 0575 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 12,200.00 | 12,200.000 | 8,019.000 | 8,019.000 | 0.25 | 2,004.75 | |||
| 0580 | AGRICULTURAL LIMESTONE | 05992 | TON | 33.00 | 33.000 | 0.220 | 0.220 | 60.00 | 13.20 | |||
| 0585 | CONC MED BARR BOX INLET TY 12A1-50 | 22620NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 0590 | CONC MED BAR BOX INLET TY 12B1-50 | 23611NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 9,000.00 | 36,000.00 | |||
| 0595 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 0600 | PIPELINE INSPECTION | 24814EC | LF | 970.00 | 970.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0004 BRIDGE-25979 | |||||||
| 0605 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 119.00 | 119.000 | 119.000 | 119.000 | 50.00 | 5,950.00 | |||
| 0610 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 86.20 | 86.200 | 86.200 | 86.200 | 475.00 | 40,945.00 | |||
| 0615 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 119.00 | 119.000 | 119.000 | 119.000 | 3.00 | 357.00 | |||
| 0620 | MASONRY COATING | 02998 | SQYD | 766.70 | 766.700 | 383.700 | 383.700 | 10.00 | 3,837.00 | |||
| 0625 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 125.00 | 3,125.00 | |||
| 0630 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 265.10 | 265.100 | 265.100 | 265.100 | 50.00 | 13,255.00 | |||
| 0635 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 55.00 | 55.000 | 82.410 | 82.410 | 60.00 | 4,944.60 | |||
| 0640 | TEST PILES | 08033 | LF | 156.00 | 156.000 | 156.000 | 156.000 | 110.00 | 17,160.00 | |||
| 0645 | PILES-STEEL HP12X53 | 08046 | LF | 465.00 | 465.000 | 508.200 | 508.200 | 110.00 | 55,902.00 | |||
| 0650 | PILE POINTS-12 IN | 08094 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 100.00 | 3,300.00 | |||
| 0655 | CONCRETE-CLASS A | 08100 | CUYD | 93.20 | 93.200 | 93.200 | 93.200 | 1,325.00 | 123,490.00 | |||
| 0660 | CONCRETE-CLASS AA | 08104 | CUYD | 129.50 | 129.500 | 129.500 | 129.500 | 1,300.00 | 168,350.00 | |||
| 0665 | STEEL REINFORCEMENT | 08150 | LB | 15,842.00 | 15,842.000 | 15,842.000 | 15,842.000 | 1.05 | 16,634.10 | |||
| 0670 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 41,245.00 | 41,245.000 | 41,245.000 | 41,245.000 | 1.15 | 47,431.75 | |||
| 0675 | APPROACH SLAB | 08500 | SQYD | 62.20 | 62.200 | 62.200 | 62.200 | 315.00 | 19,593.00 | |||
| 0680 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 609.00 | 609.000 | 609.000 | 609.000 | 340.00 | 207,060.00 | |||
| 0685 | RAIL SYSTEM TYPE III | 21532ED | LF | 308.00 | 308.000 | 308.000 | 308.000 | 100.00 | 30,800.00 | |||
| 0690 | EPOXY-URETHANE WATERPROOFING 3/8 IN | 23331EC | SQFT | 3,339.00 | 3,339.000 | 3,339.000 | 0.000 | 3,339.000 | 13.25 | 44,241.75 | 44,241.75 | |
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0005 BRIDGE-CULVERT 26543 | |||||||
| 0695 | CONCRETE-CLASS A | 08100 | CUYD | 16.30 | 16.300 | 16.300 | 16.300 | 2,800.00 | 45,640.00 | |||
| 0700 | STEEL REINFORCEMENT | 08150 | LB | 2,156.00 | 2,156.000 | 2,156.000 | 2,156.000 | 1.20 | 2,587.20 | |||
| 0705 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0710 | RAIL SYSTEM TYPE III | 21532ED | LF | 20.00 | 20.000 | 20.000 | 20.000 | 200.00 | 4,000.00 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0006 BRIDGE-CULVERT 26544 | |||||||
| 0715 | CONCRETE-CLASS A | 08100 | CUYD | 61.60 | 61.600 | 61.600 | 61.600 | 1,000.00 | 61,600.00 | |||
| 0720 | STEEL REINFORCEMENT | 08150 | LB | 6,881.00 | 6,881.000 | 6,881.000 | 6,881.000 | 1.20 | 8,257.20 | |||
| 0725 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0730 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 3.90 | 3.900 | 4.910 | 4.910 | 400.00 | 1,964.00 | |||
| 0735 | RAIL SYSTEM TYPE III | 21532ED | LF | 39.00 | 39.000 | 39.000 | 39.000 | 150.00 | 5,850.00 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0007 BRIDGE-RETAINING WALL 27655 | |||||||
| 0740 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,207.00 | 2,207.000 | 2,207.000 | 2,207.000 | 35.00 | 77,245.00 | |||
| 0745 | MASONRY COATING | 02998 | SQYD | 801.00 | 801.000 | 801.000 | 801.000 | 8.00 | 6,408.00 | |||
| 0750 | RETAINING WALL | 08018 | SQFT | 6,201.00 | 6,201.000 | 6,201.000 | 6,201.000 | 45.00 | 279,045.00 | |||
| 0755 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0008 BRIDGE-RETAINING WALL 27656 | |||||||
| 0760 | GRANULAR EMBANKMENT | 02223 | CUYD | 380.00 | 380.000 | 250.750 | 250.750 | 35.00 | 8,776.25 | |||
| 0765 | MASONRY COATING | 02998 | SQYD | 177.00 | 177.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0770 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0775 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0780 | RETAINING WALL | 08018 | SQFT | 1,050.00 | 1,050.000 | 1,050.000 | 1,050.000 | 95.00 | 99,750.00 | |||
| 0785 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 127.00 | 127.000 | 23.440 | 23.440 | 275.00 | 6,446.00 | |||
| 0790 | RAIL SYSTEM TYPE III | 21532ED | LF | 106.00 | 106.000 | 106.000 | 106.000 | 160.00 | 16,960.00 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0009 SIGNING | |||||||
| 0795 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 2,915.000 | 2,915.000 | 5.00 | 14,575.00 | |||
| 0800 | GMSS GALV STEEL TYPE A | 06400 | LB | 342.00 | 342.000 | 387.000 | 387.000 | 2.80 | 1,083.60 | |||
| 0805 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 64.00 | 64.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0810 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0815 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 2,044.80 | 2,044.800 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 0820 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 45.00 | 45.000 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 0825 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 200.30 | 200.300 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0830 | STEEL POST TYPE 1 | 06410 | LF | 458.00 | 458.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0835 | OSS GALV STEEL CANTILEVER | 06415 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 21,150.00 | 21,150.00 | |||
| 0840 | GMSS GALV STEEL TYPE C | 06441 | LB | 1,408.00 | 1,408.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0845 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0850 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0855 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0860 | OSS ALUMINUM 100 FT TRUSS | 06455 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
| 0865 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 8.18 | 8.180 | 42.150 | 42.150 | 400.00 | 16,860.00 | |||
| 0870 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 248.00 | 248.000 | 2,966.160 | 2,966.160 | 3.00 | 8,898.48 | |||
| 0875 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0880 | ROADWAY CROSS SECTION | 20419ND | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0885 | REMOVE SIGN | 21373ND | EACH | 9.00 | 9.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0890 | GMSS TYPE D | 21596ND | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| 0895 | BARCODE SIGN INVENTORY | 24631EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0010 LIGHTING | |||||||
| 0900 | POLE BASE (REVISED: 4-16-18) | 04740 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 870.54 | 0.00 | |||
| 0905 | FUSED CONNECTOR KIT | 04780 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 149.76 | 0.00 | |||
| 0910 | CONDUIT-3 IN | 04797 | LF | 180.00 | 180.000 | 320.000 | 320.000 | 23.81 | 7,619.20 | |||
| 0915 | MARKER | 04800 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 220.46 | 0.00 | |||
| 0920 | ELECTRICAL JUNCTION BOX 24" | 04810 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,544.82 | 0.00 | |||
| 0925 | TRENCHING AND BACKFILLING | 04820 | LF | 8,700.00 | 8,700.000 | 360.000 | 360.000 | 2.58 | 928.80 | |||
| 0930 | WIRE-NO. 8 | 04833 | LF | 2,703.00 | 2,703.000 | 0.000 | 0.000 | 0.66 | 0.00 | |||
| 0935 | WIRE-NO. 6 (REVISED: 4-23-18) | 04834 | LF | 324.00 | 324.000 | 1,400.000 | 1,400.000 | 0.89 | 1,246.00 | |||
| 0940 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.050 | 0.050 | 16,133.57 | 806.67 | |||
| 0945 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 458.23 | 0.00 | |||
| 0950 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,194.58 | 2,389.16 | |||
| 0955 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 2,085.76 | 0.00 | |||
| 0960 | BORE AND JACK CONDUIT | 21543EN | LF | 180.00 | 180.000 | 410.000 | 410.000 | 16.14 | 6,617.40 | |||
| 0965 | LED LUMINAIRE | 24589ED | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 1,224.88 | 0.00 | |||
| 0970 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 650.00 | 650.000 | 770.000 | 770.000 | 4.40 | 3,388.00 | |||
| 1080 | POLE BASE IN MEDIAN WALL (ADDED: 4-16-18) | 04741 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,253.31 | 0.00 | |||
| 1085 | INSTALL LUMINAIRE POLE (ADDED: 4-16-18) | 22939ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 244.83 | 0.00 | |||
| 1090 | CABLE-NO. 6/3C DUCTED (ADDED: 4-23-18) | 04861 | LF | 5,397.00 | 5,397.000 | 0.000 | 0.000 | 3.68 | 0.00 | |||
| 1095 | CABLE-NO. 4/3C DUCTED (ADDED: 4-23-18) | 04862 | LF | 5,504.00 | 5,504.000 | 0.000 | 0.000 | 4.61 | 0.00 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0011 INTELLIGENT TRANSPORTATION SYSTEMS | |||||||
| 0975 | SITE PREPARATION | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,308.85 | 0.00 | |||
| 0980 | CONDUIT-2 IN | 04795 | LF | 150.00 | 150.000 | 180.000 | 180.000 | 13.18 | 2,372.40 | |||
| 0985 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 1,020.00 | 1,020.000 | 0.000 | 0.000 | 4.14 | 0.00 | |||
| 0990 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,194.58 | 0.00 | |||
| 0995 | TRENCHING AND BACKFILLING | 04820 | LF | 540.00 | 540.000 | 0.000 | 0.000 | 2.58 | 0.00 | |||
| 1000 | WIRE-NO. 4 | 04835 | LF | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 1.14 | 0.00 | |||
| 1005 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 4.32 | 4.320 | 0.000 | 0.000 | 1,162.60 | 0.00 | |||
| 1010 | VIDEO SURVEILLANCE CONTROLLER | 23941EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,994.93 | 0.00 | |||
| 1015 | WINCH LOWERING TOOL | 21058ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,508.46 | 0.00 | |||
| 1020 | WEB CAMERA ASSEMBLY | 22403NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,963.95 | 0.00 | |||
| 1025 | MODEL 336 ENCLOSURE | 21066ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,111.93 | 0.00 | |||
| 1030 | POLE WITH LOWERING DEVICE | 23151NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 34,624.24 | 0.00 | |||
| 1035 | SURGE DEVICE 120 VOLT | 21069ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 324.47 | 0.00 | |||
| 1040 | DATA SURGE DEVICE | 21071ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 264.58 | 0.00 | |||
| 1045 | COMMUNICATION CABLE | 23150NN | LF | 40.00 | 40.000 | 0.000 | 0.000 | 2.78 | 0.00 | |||
| 1050 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,501.33 | 0.00 | |||
| 1055 | RACK MOUNTED UPS | 21489ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,205.79 | 0.00 | |||
| 1060 | ADVANCED GROUNDING SYSTEM | 23944EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,472.46 | 0.00 | |||
| 1065 | BORE AND JACK CONDUIT | 21543EN | LF | 150.00 | 150.000 | 0.000 | 0.000 | 35.87 | 0.00 | |||
| Project | DE05600641811 | Fed/State Project Number | NHPP IM 0642(197) | Category | 0012 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1070 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 456,000.00 | 456,000.00 | |||
| 1075 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 68,962.05 | 0.00 | |||
| SUBTOT | $709,734.93 |
$6,203,795.03 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0680-1-0I |
I BEAM, TYPE 4 | LF |
608.30 | 0007 | $180.805540 | $104,484.80 | ||||||
0055-5-0I |
#8x18 e-rebar | EACH |
5,870.00 | 0012 | $2.890000 | $16,137.28 | ||||||
0055-4-0I |
basket stake | EACH |
10,900.00 | 0012 | $0.950000 | $9,878.67 | ||||||
0055-3-0I |
#8x30" e-rebar | EACH |
450.00 | 0012 | $4.880000 | $2,084.49 | ||||||
0055-2-0I |
#5x30" e-rebar | EACH |
10,800.00 | 0012 | $1.890000 | $19,358.57 | ||||||
0055-1-0I |
Baskets | LF |
15,300.00 | 0012 | $6.680000 | $97,064.73 | ||||||
0965-1-0I |
LED Luminaire | DOL |
40,380.91 | 0022 | $1.000000 | $38,361.86 | ||||||
1025-1-0I |
Enclosure | EACH |
1.00 | 0022 | $3301.900000 | $3,136.81 | ||||||
1055-1-0I |
Rack mounted UPS | DOL |
1,287.90 | 0022 | $1.000000 | $1,223.51 | ||||||
0680-1-0A |
I BEAM, TYPE 4 | LF |
608.30 | 0013 | $180.805540 | $-104,484.80 | ||||||
0055-5-0A |
#8x18 e-rebar | EACH |
111.65 | 0017 | $2.890000 | $-306.94 | ||||||
0055-4-0A |
basket stake | EACH |
211.33 | 0017 | $0.950000 | $-191.54 | ||||||
0055-3-0A |
#8x30" e-rebar | EACH |
7.97 | 0017 | $4.880000 | $-36.94 | ||||||
0055-2-0A |
#5x30" e-rebar | EACH |
207.35 | 0017 | $1.890000 | $-371.67 | ||||||
0055-1-0A |
Baskets | LF |
299.06 | 0017 | $6.680000 | $-1,897.28 | ||||||
0055-5-0A |
#8x18 e-rebar | EACH |
16.49 | 0018 | $2.890000 | $-45.35 | ||||||
0055-4-0A |
basket stake | EACH |
31.22 | 0018 | $0.950000 | $-28.30 | ||||||
0055-3-0A |
#8x30" e-rebar | EACH |
1.17 | 0018 | $4.880000 | $-5.46 | ||||||
0055-2-0A |
#5x30" e-rebar | EACH |
30.63 | 0018 | $1.890000 | $-54.92 | ||||||
0055-1-0A |
Baskets | LF |
44.19 | 0018 | $6.680000 | $-280.35 | ||||||
0055-5-0A |
#8x18 e-rebar | EACH |
1,656.55 | 0023 | $2.890000 | $-4,554.04 | ||||||
0055-4-0A |
basket stake | EACH |
3,135.61 | 0023 | $0.950000 | $-2,841.81 | ||||||
0055-3-0A |
#8x30" e-rebar | EACH |
118.32 | 0023 | $4.880000 | $-548.11 | ||||||
0055-2-0A |
#5x30" e-rebar | EACH |
3,076.45 | 0023 | $1.890000 | $-5,514.41 | ||||||
0055-1-0A |
Baskets | LF |
4,437.18 | 0023 | $6.680000 | $-28,149.96 | ||||||
0055-5-0A |
#8x18 e-rebar | EACH |
433.42 | 0024 | $2.890000 | $-1,191.54 | ||||||
0055-4-0A |
basket stake | EACH |
820.41 | 0024 | $0.950000 | $-743.54 | ||||||
0055-3-0A |
#8x30" e-rebar | EACH |
30.95 | 0024 | $4.880000 | $-143.41 | ||||||
0055-2-0A |
#5x30" e-rebar | EACH |
804.93 | 0024 | $1.890000 | $-1,442.81 | ||||||
0055-1-0A |
Baskets | LF |
1,160.96 | 0024 | $6.680000 | $-7,365.26 | ||||||
0055-5-0A |
#8x18 e-rebar | EACH |
353.17 | 0025 | $2.890000 | $-970.91 | ||||||
0055-4-0A |
basket stake | EACH |
668.50 | 0025 | $0.950000 | $-605.87 | ||||||
0055-3-0A |
#8x30" e-rebar | EACH |
25.22 | 0025 | $4.880000 | $-116.85 | ||||||
0055-2-0A |
#5x30" e-rebar | EACH |
655.89 | 0025 | $1.890000 | $-1,175.66 | ||||||
0055-1-0A |
Baskets | LF |
945.99 | 0025 | $6.680000 | $-6,001.50 | ||||||
0055-5-0A |
#8x18 e-rebar | EACH |
2,264.39 | 0027 | $2.890000 | -6,225.08 | $-6,225.08 | |||||
0055-4-0A |
basket stake | EACH |
4,286.17 | 0027 | $0.950000 | -3,884.56 | $-3,884.56 | |||||
0055-3-0A |
#8x30" e-rebar | EACH |
161.74 | 0027 | $4.880000 | -749.22 | $-749.22 | |||||
0055-2-0A |
#5x30" e-rebar | EACH |
4,205.30 | 0027 | $1.890000 | -7,537.85 | $-7,537.85 | |||||
0055-1-0A |
Baskets | LF |
6,065.34 | 0027 | $6.680000 | -38,479.17 | $-38,479.17 | |||||
| SUBTOT | $65,785.61 |
|||||||||||
| Project | DE05600641812 | Fed/State Project Number | NHPP IM 0642(198) | Category | 0001 PAVING | |||||||
| 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 | |
| 1100 | REMOVE PCC PAVEMENT | 02058 | SQYD | 3,365.00 | 3,365.000 | 1,493.340 | 1,493.340 | 25.00 | 37,333.50 | |||
| 1105 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 200.00 | 200.000 | 65.780 | 65.780 | 440.00 | 28,943.20 | |||
| 1110 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 59,144.00 | 59,144.000 | 1,097.000 | 1,097.000 | 1.95 | 2,139.15 | |||
| 1115 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 47,315.00 | 47,315.000 | 2,240.000 | 2,240.000 | 1.85 | 4,144.00 | |||
| 1120 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 5,421.00 | 5,421.000 | 2,738.000 | 2,738.000 | 2.10 | 5,749.80 | |||
| 1190 | JPC PAVEMENT-11 IN (FOR ITEM# 5-2086.01) (ADDED: 4-25-18) | 02071 | SQYD | 3,365.00 | 3,365.000 | 1,493.340 | 1,493.340 | 90.00 | 134,400.60 | |||
| Project | DE05600641812 | Fed/State Project Number | NHPP IM 0642(198) | Category | 0002 ROADWAY | |||||||
| 1125 | TEMPORARY SIGNS | 02562 | SQFT | 750.00 | 750.000 | 704.000 | 704.000 | 4.00 | 2,816.00 | |||
| 1130 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 210,000.00 | 210,000.00 | |||
| 1135 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1140 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 1145 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 45,000.00 | 45,000.000 | 46,547.000 | 46,547.000 | 0.16 | 7,447.52 | |||
| 1150 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 2,743.000 | 2,743.000 | 2.00 | 5,486.00 | |||
| 1155 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 4,417.000 | 4,417.000 | 1.50 | 6,625.50 | |||
| 1160 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 1,939.000 | 1,939.000 | 1.50 | 2,908.50 | |||
| 1165 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 1170 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 24,000.00 | 24,000.000 | 400.000 | 400.000 | 0.26 | 104.00 | |||
| 1175 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 16,000.00 | 16,000.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 1180 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| Project | DE05600641812 | Fed/State Project Number | NHPP IM 0642(198) | Category | 0003 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1185 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 68,962.04 | 0.00 | |||
| SUBTOT | $0.00 |
$6,666,392.80 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||