|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:08/14/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171052 | Estimate Number | 0027 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05300) Parks, Kyle W. | ||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC & SUBSIDIARY | ADDR SN 0 VC Code KY0036489 | |||||
| 3800 CRITTENDEN DR | |||||||
| LOUISVILLE , KY , 40209-1124 | |||||||
| Pay Period | 07/26/2019 TO 03/25/2020 | ||||||
| Date Approved | 07/31/2020 | ||||||
| Primary Proj Number | DE05602651752 | ||||||
| Project No. | NHPP IM 2651 (020) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | I-265 | ||||||
| Description | REPAIR AND GRIND CONCRETE PAVEMENT ON I-265 FROM I-65(MP 10. 250) EXTENDING EAST AND ENDING 0.476 MILE EAST OF KY-864 UND | ||||||
| Date Let | 12/08/2017 | Formal Acceptance | 06/30/2019 | ||||
| Date Awarded | 12/15/2017 | Date Work Began | 02/20/2018 | ||||
| Date Contract Executed | 01/12/2018 | Open To Traffic | |||||
| Date NTP Issued | 01/12/2018 | Actual Completion Date | 12/20/2018 | ||||
| Current Contract Amount | $7,454,644.38 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,943,000.00 |
Total Earnings | $6,698,719.57 |
$6,616,147.14 |
$82,572.43 |
|
| Percent Complete | 89.86 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
| Funds Available | $755,924.80 |
Gross Earnings | $6,698,719.58 |
$6,616,147.15 |
$82,572.43 |
|
| Total Change Orders | $511,644.38 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,698,719.58 |
$6,616,147.15 |
$82,572.43 |
|||
| Contract Id | 171052 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0027 | Project Number | NHPP IM 2651 (020) | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC & SUBSIDIARY | Period | 07/26/2019 TO 03/25/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Addtional Pavement Repairs, Drainage Mods, Concrete Patching | Approved | 06/07/2019 | $455,981.80 | 32.0 | |||||
| 002 | Guardrail and Striping Amendments | Approved | 06/14/2019 | $55,662.58 | 211.0 | |||||
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 | 171052 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE05602651752 | |||||||
| Estimate Nbr | 0027 | Period | 07/26/2019 TO 03/25/2020 | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC & SUBSIDIARY | |||||||||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | 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 | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 1,142.00 | 1,142.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 500.00 | 500.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0015 | REMOVE PCC PAVEMENT | 02058 | SQYD | 30,312.00 | 29,349.000 | 0.121 | 26,470.219 | 26,470.340 | 17.00 | 2.05 | 449,995.78 | |
| 0020 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 237,665.00 | 237,665.000 | 1,601.894 | 231,436.986 | 233,038.880 | 3.05 | 4,885.77 | 710,768.58 | |
| 0025 | JPC PAVEMENT-10 IN | 02069 | SQYD | 30,312.00 | 29,349.000 | 26,470.219 | 26,470.219 | 60.00 | 1,588,213.14 | |||
| 0030 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 529.00 | 1,864.000 | 1,864.000 | 1,864.000 | 320.00 | 596,480.00 | |||
| 0035 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 253,000.00 | 253,108.000 | 147,886.500 | 147,886.500 | 1.85 | 273,590.02 | |||
| 0040 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 296,000.00 | 296,406.000 | 189,985.500 | 189,985.500 | 1.75 | 332,474.62 | |||
| 0045 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 2,261.00 | 2,261.000 | 943.100 | 943.100 | 12.00 | 11,317.20 | |||
| 8002 | MOBILIZATION Outside Original Project Limits | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,535.00 | 2,535.00 | |||
| 8005 | MAINTAIN & CONTROL TRAFFIC Outside original project limits | 21741NC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 8009 | LANE CLOSURE Partial Depth Patching | 02653 | EACH | 0.00 | 18.000 | 18.000 | 18.000 | 2,500.00 | 45,000.00 | |||
| 8010 | ARROW PANEL Partial Depth Patching | 02775 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0002 ROADWAY | |||||||
| 0050 | SPECIAL HEADER CURB CONCRETE | 01877 | LF | 2,812.00 | 2,812.000 | 2,710.000 | 2,710.000 | 18.00 | 48,780.00 | |||
| 0055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0065 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0070 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0075 | FLOWABLE FILL | 02220 | CUYD | 51.00 | 51.000 | 9.000 | 9.000 | 190.00 | 1,710.00 | |||
| 0080 | DITCHING | 02237 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0085 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 6.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0090 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0095 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 750.00 | 2,250.00 | |||
| 0100 | REMOVE GUARDRAIL | 02381 | LF | 3,775.00 | 3,775.000 | 4,300.000 | 4,300.000 | 2.00 | 8,600.00 | |||
| 0105 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 2.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0115 | TEMPORARY SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 1,288.000 | 1,288.000 | 4.50 | 5,796.00 | |||
| 0120 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0125 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 230,000.00 | 230,000.00 | |||
| 0130 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 4,000.00 | 20,000.00 | |||
| 0135 | TEMP SILT FENCE | 02701 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0140 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0150 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 1,500.00 | 9,000.00 | |||
| 0155 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0160 | INITIAL FERTILIZER | 05963 | TON | 0.70 | 0.700 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0165 | 20-10-10 FERTILIZER | 05964 | TON | 1.10 | 1.100 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0170 | SEEDING AND PROTECTION | 05985 | SQYD | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0175 | AGRICULTURAL LIMESTONE | 05992 | TON | 12.40 | 12.400 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0180 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 890.00 | 890.000 | 1,322.000 | 1,322.000 | 33.50 | 44,287.00 | |||
| 0185 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 760.00 | 760.000 | 881.000 | 881.000 | 33.50 | 29,513.50 | |||
| 0190 | STEEL POST MILE MARKERS | 06412 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 200.00 | 2,000.00 | |||
| 0195 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 119,600.00 | 119,600.000 | 154,395.000 | 154,395.000 | 0.19 | 29,335.05 | |||
| 0200 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 3,660.00 | 3,660.000 | 1,200.000 | 1,200.000 | 4.50 | 5,400.00 | |||
| 0205 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 2,570.00 | 2,570.000 | 900.000 | 900.000 | 4.50 | 4,050.00 | |||
| 0210 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 230.00 | 230.000 | 137.000 | 137.000 | 9.50 | 1,301.50 | |||
| 0215 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 130.00 | 4,290.00 | |||
| 0220 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,030.00 | 1,030.000 | 1,148.000 | 1,148.000 | 40.00 | 45,920.00 | |||
| 0225 | FUEL ADJUSTMENT | 10020NS | DOLL | 8,807.00 | 8,807.000 | 7.060 | 2,984.460 | 2,991.520 | 1.00 | 7.06 | 2,991.52 | |
| 0230 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 2,000.00 | 2,000.000 | -159.500 | 4,217.500 | 4,058.000 | 45.00 | -7,177.50 | 182,610.00 | |
| 0235 | EMBANKMENT | 21533EN | CUYD | 500.00 | 500.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0240 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 3,712.50 | 4,562.000 | 4,300.000 | 4,300.000 | 18.25 | 78,475.00 | |||
| 0245 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0250 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 173,500.00 | 173,500.000 | 90,503.000 | 90,503.000 | 0.24 | 21,720.72 | |||
| 0255 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 153,000.00 | 153,000.000 | 61,368.000 | 61,368.000 | 0.24 | 14,728.32 | |||
| 0260 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 16,000.00 | 16,000.000 | 3,200.000 | 3,200.000 | 0.53 | 1,696.00 | |||
| 0265 | INLAID PAVEMENT MARKER | 24489EC | EACH | 1,600.00 | 1,600.000 | 1,662.000 | 1,662.000 | 27.50 | 45,705.00 | |||
| 8001 | MAINTAIN & CONTROL TRAFFIC for KYTC inspection | 21741NC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 8006 | WATERBLAST STRIPE REMOVAL For Striping Revisions | 23237EN10W | LF | 0.00 | 1,468.000 | 1,468.000 | 1,468.000 | 1.90 | 2,800.00 | |||
| 8007 | GUARDRAIL OFFSET BLOCK TYPE 4 Replacement | 24998EC | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 10.00 | 60.00 | |||
| 8008 | ADJUST GUARDRAIL Elevation | 02350 | LF | 0.00 | 300.000 | 300.000 | 300.000 | 10.00 | 3,000.00 | |||
| 8011 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 0.00 | 12.000 | 12.000 | 12.000 | 330.00 | 3,960.00 | |||
| 8012 | PAVE MARK THERMO CHEVRON-48 IN Exit Ramp Gores | 24280EC | LF | 0.00 | 600.000 | 2,546.000 | 2,546.000 | 20.90 | 53,211.40 | |||
| 8013 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 0.00 | 16.000 | 16.000 | 16.000 | 18.70 | 299.20 | |||
| 8014 | MAINTAIN & CONTROL TRAFFIC for Additional Thermo Pavement Marking Installation | 21741NC | EACH | 0.00 | 4.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0003 DRAINAGE | |||||||
| 0270 | CULVERT PIPE-15 IN | 00461 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0275 | CULVERT PIPE-18 IN | 00462 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0280 | CULVERT PIPE-30 IN | 00466 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0285 | PERFORATED PIPE-4 IN | 01000 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0290 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0295 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0300 | DROP BOX INLET TYPE 5B | 01505 | EACH | 5.00 | 2.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0305 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0310 | CHANNEL LINING CLASS II | 02483 | TON | 304.00 | 304.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0315 | CHANNEL LINING CLASS III | 02484 | TON | 500.00 | 500.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0320 | REPLACE GRATE | 20366NN | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 8004 | DROP BOX INLET TYPE 5B MOD Remove and Replace Apron Only | 01506 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0004 BRIDGE-056B00318L | |||||||
| 0325 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 101.00 | 101.000 | 100.990 | 100.990 | 300.00 | 30,297.00 | |||
| 0330 | EXPAN JOINT REPLACE 2 1/2 IN | 03296 | LF | 101.00 | 101.000 | 100.340 | 100.340 | 450.00 | 45,153.00 | |||
| 0335 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 101.00 | 101.000 | 100.990 | 100.990 | 200.00 | 20,198.00 | |||
| 0340 | BLAST CLEANING | 08549 | SQYD | 1,806.00 | 1,806.000 | -35.560 | 1,981.390 | 1,945.830 | 2.25 | -80.01 | 4,378.11 | |
| 0345 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 54.00 | 190.500 | 190.500 | 190.500 | 150.00 | 28,575.00 | |||
| 0350 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 16,250.00 | 16,250.000 | -0.500 | 17,513.000 | 17,512.500 | 3.70 | -1.85 | 64,796.25 | |
| 0355 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0360 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 1.60 | 1.600 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0005 BRIDGE-056B00318R | |||||||
| 0365 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 84.00 | 84.000 | 84.700 | 84.700 | 330.00 | 27,951.00 | |||
| 0370 | EXPAN JOINT REPLACE 2 1/2 IN | 03296 | LF | 84.00 | 84.000 | 84.300 | 84.300 | 500.00 | 42,150.00 | |||
| 0375 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 84.700 | 84.700 | 225.00 | 19,057.50 | |||
| 0380 | BLAST CLEANING | 08549 | SQYD | 1,505.00 | 1,505.000 | 35.500 | 1,505.000 | 1,540.500 | 2.25 | 79.87 | 3,466.12 | |
| 0385 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 103.00 | 309.750 | 309.750 | 309.750 | 150.00 | 46,462.50 | |||
| 0390 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 13,540.00 | 13,540.000 | 13,864.500 | 13,864.500 | 3.70 | 51,298.65 | |||
| 0395 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0400 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 1.30 | 1.300 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0006 BRIDGE-056B00320N | |||||||
| 0405 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 154.00 | 154.000 | 155.000 | 155.000 | 300.00 | 46,500.00 | |||
| 0410 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 77.00 | 77.000 | 78.000 | 78.000 | 200.00 | 15,600.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0007 BRIDGE-056B00322L | |||||||
| 0415 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 40.00 | 40.000 | 40.500 | 40.500 | 500.00 | 20,250.00 | |||
| 0420 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 40.00 | 40.000 | 40.500 | 40.500 | 500.00 | 20,250.00 | |||
| 0425 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 80.00 | 80.000 | 81.000 | 81.000 | 150.00 | 12,150.00 | |||
| 0430 | BLAST CLEANING | 08549 | SQYD | 809.00 | 809.000 | 4.330 | 809.000 | 813.330 | 2.25 | 9.74 | 1,829.99 | |
| 0435 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 7,280.00 | 7,280.000 | 7,320.000 | 7,320.000 | 3.70 | 27,084.00 | |||
| 0440 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0445 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 0.70 | 0.700 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0008 BRIDGE-056B00322R | |||||||
| 0450 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 40.00 | 40.000 | 41.200 | 41.200 | 500.00 | 20,600.00 | |||
| 0455 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 40.00 | 40.000 | 40.700 | 40.700 | 500.00 | 20,350.00 | |||
| 0460 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 80.00 | 80.000 | 81.900 | 81.900 | 150.00 | 12,285.00 | |||
| 0465 | BLAST CLEANING | 08549 | SQYD | 809.00 | 809.000 | -367.000 | 1,181.330 | 814.330 | 2.25 | -825.75 | 1,832.24 | |
| 0470 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 7,280.00 | 7,280.000 | 7,329.000 | 7,329.000 | 3.70 | 27,117.30 | |||
| 0475 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0480 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 0.70 | 0.700 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0009 BRIDGE-056B00324L | |||||||
| 0485 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 400.00 | 32,000.00 | |||
| 0490 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 450.00 | 36,000.00 | |||
| 0495 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 159.00 | 159.000 | 159.000 | 159.000 | 150.00 | 23,850.00 | |||
| 0500 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0010 BRIDGE-056B00324R | |||||||
| 0505 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 92.00 | 92.000 | 91.500 | 91.500 | 350.00 | 32,025.00 | |||
| 0510 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 92.00 | 92.000 | 91.500 | 91.500 | 400.00 | 36,600.00 | |||
| 0515 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 183.00 | 183.000 | 183.000 | 183.000 | 125.00 | 22,875.00 | |||
| 0520 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0011 BRIDGE-0056B00325L | |||||||
| 0525 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 350.00 | 36,750.00 | |||
| 0530 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 150.00 | 15,750.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0012 BRIDGE-056B00325R | |||||||
| 0535 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 350.00 | 36,750.00 | |||
| 0540 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 150.00 | 15,750.00 | |||
| 0545 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 14.00 | 14.000 | 14.000 | 14.000 | 150.00 | 2,100.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0013 BRIDGE-056B00368L | |||||||
| 0550 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 81.00 | 81.000 | 81.000 | 81.000 | 450.00 | 36,450.00 | |||
| 0555 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 81.00 | 81.000 | 81.000 | 81.000 | 150.00 | 12,150.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0014 BRIDGE-056B00368R | |||||||
| 0560 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 87.00 | 87.000 | 86.670 | 86.670 | 450.00 | 39,001.50 | |||
| 0565 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 87.00 | 87.000 | 86.670 | 86.670 | 150.00 | 13,000.50 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0015 BRIDGE-056B00372L | |||||||
| 0570 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 44.00 | 44.000 | 43.670 | 43.670 | 450.00 | 19,651.50 | |||
| 0575 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 44.00 | 44.000 | 43.670 | 43.670 | 500.00 | 21,835.00 | |||
| 0580 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 88.00 | 88.000 | 87.340 | 87.340 | 150.00 | 13,101.00 | |||
| 0585 | BLAST CLEANING | 08549 | SQYD | 653.00 | 653.000 | -1.250 | 653.000 | 651.750 | 2.25 | -2.81 | 1,466.43 | |
| 0590 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 5,870.00 | 5,870.000 | 5,865.800 | 5,865.800 | 3.70 | 21,703.46 | |||
| 0595 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0016 BRIDGE-056B00372R | |||||||
| 0600 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 44.00 | 44.000 | 43.670 | 43.670 | 450.00 | 19,651.50 | |||
| 0605 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 44.00 | 44.000 | 43.670 | 43.670 | 500.00 | 21,835.00 | |||
| 0610 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 88.00 | 88.000 | 87.340 | 87.340 | 150.00 | 13,101.00 | |||
| 0615 | BLAST CLEANING | 08549 | SQYD | 653.00 | 653.000 | -8.420 | 653.000 | 644.580 | 2.25 | -18.94 | 1,450.30 | |
| 0620 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 5,870.00 | 5,870.000 | -3,267.050 | 9,068.300 | 5,801.250 | 3.70 | -12,088.08 | 21,464.62 | |
| 0625 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0017 TRAFFIC LOOPS | |||||||
| 0630 | CONDUIT-1 1/4 IN | 04793 | LF | 200.00 | 200.000 | 180.000 | 180.000 | 10.00 | 1,800.00 | |||
| 0635 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 60.000 | 60.000 | 12.00 | 720.00 | |||
| 0640 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 650.00 | 2,600.00 | |||
| 0645 | TRENCHING AND BACKFILLING | 04820 | LF | 190.00 | 190.000 | 210.000 | 210.000 | 4.00 | 840.00 | |||
| 0650 | PIEZOELECTRIC SENSOR | 04829 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 1,650.00 | 23,100.00 | |||
| 0655 | LOOP WIRE | 04830 | LF | 6,250.00 | 6,250.000 | 5,779.000 | 5,779.000 | 0.40 | 2,311.60 | |||
| 0660 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,280.00 | 1,280.000 | 1,147.000 | 1,147.000 | 11.00 | 12,617.00 | |||
| 0665 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 0670 | WOOD POST | 20360ES818 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 400.00 | 3,200.00 | |||
| 0675 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,050.00 | 2,100.00 | |||
| 0680 | ELECTRICAL JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 625.00 | 2,500.00 | |||
| Project | DE05602651752 | Fed/State Project Number | NHPP IM 2651 (020) | Category | 0018 MOBILIZATION AND/OR DEMOBILIZATION | |||||||
| 0685 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 325,540.00 | 325,540.00 | |||
| 0690 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 97,782.87 | 97,782.87 | 97,782.87 | |
| SUBTOT | $82,572.42 |
$6,698,719.54 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0025-1-0I |
LOAD TRANS ASS CONT | FT |
15,000.00 | 0001 | $4.18700 | $59,664.75 | ||||||
0025-2-0I |
DOWEL BARS, EP 615 | EACH |
18,800.00 | 0003 | $1.910000 | $34,216.00 | ||||||
0090-1-0I |
GUARDRAIL END TR 1 | EACH |
5.00 | 0016 | $1625.000000 | $8,125.00 | ||||||
0095-1-0I |
GUARDRAIL END TR 2A | EACH |
4.00 | 0016 | $400.000000 | $1,600.00 | ||||||
0110-1-0I |
GUARDRAIL END TR 4A | EACH |
1.00 | 0016 | $1200.000000 | $1,200.00 | ||||||
0240-1-0I |
GDRAIL GALV AW .109 | LF |
3,712.50 | 0016 | $12.250000 | $45,478.12 | ||||||
0025-1-0A |
LOAD TRANS ASS CONT | FT |
282.23 | 0002 | $4.187000 | $-1,122.62 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
466.96 | 0004 | $1.910000 | $-849.88 | ||||||
0025-1-0A |
LOAD TRANS ASS CONT | FT |
951.22 | 0004 | $4.187000 | $-3,783.65 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
588.69 | 0005 | $1.910000 | $-1,071.43 | ||||||
0025-1-0A |
LOAD TRANS ASS CONT | FT |
1,199.20 | 0005 | $4.187000 | $-4,770.02 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
512.95 | 0006 | $1.910000 | $-933.57 | ||||||
0025-1-0A |
LOAD TRANS ASS CONT | FT |
1,044.90 | 0006 | $4.187000 | $-4,156.26 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
2,399.98 | 0007 | $1.910000 | $-4,367.97 | ||||||
0025-1-0A |
LOAD TRANS ASS CONT | FT |
4,888.87 | 0007 | $4.187000 | $-19,446.24 | ||||||
0025-1-0A |
LOAD TRANS ASS CONT | FT |
3,882.70 | 0008 | $4.187000 | $-15,444.03 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
1,906.04 | 0008 | $1.910000 | $-3,469.01 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
1,227.00 | 0009 | $1.910000 | $-2,233.14 | ||||||
0025-1-0A |
LOAD TRANS ASS CONT | FT |
2,499.45 | 0009 | $4.187000 | $-9,941.96 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
1,769.84 | 0010 | $1.910000 | $-3,221.12 | ||||||
0025-1-0A |
LOAD TRANS ASS CONT | FT |
251.39 | 0010 | $4.187000 | $-999.97 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
1,392.33 | 0011 | $1.910000 | $-2,534.05 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
623.60 | 0012 | $1.910000 | $-1,134.95 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
528.94 | 0013 | $1.910000 | $-962.69 | ||||||
0025-2-0A |
DOWEL BARS, EP 615 | EACH |
334.76 | 0014 | $1.910000 | $-609.28 | ||||||
0095-1-0A |
GUARDRAIL END TR 2A | EACH |
2.00 | 0018 | $400.000000 | $-800.00 | ||||||
0110-1-0A |
GUARDRAIL END TR 4A | EACH |
1.00 | 0018 | $1200.000000 | $-1,200.00 | ||||||
0240-1-0A |
GDRAIL GALV AW .109 | LF |
2,567.67 | 0018 | $12.250000 | $-31,453.98 | ||||||
0090-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0019 | $1625.000000 | $-1,625.00 | ||||||
0095-1-0A |
GUARDRAIL END TR 2A | EACH |
1.00 | 0019 | $400.000000 | $-400.00 | ||||||
0240-1-0A |
GDRAIL GALV AW .109 | LF |
1,144.82 | 0019 | $12.250000 | $-14,024.14 | ||||||
0025-20C |
DOWEL BARS, EP 615 | EACH |
0.00 | 0016 | $1.820000 | $-12,828.91 | ||||||
0090-10C |
GUARDRAIL END TR 1 | EACH |
0.00 | 0023 | $1625.000000 | $-6,500.00 | ||||||
0095-10C |
GUARDRAIL END TR 2A | EACH |
0.00 | 0023 | $400.000000 | $-400.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||