|
Report_Id: 181003 Est NO 0012 |
Date:10/16/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181003 | Estimate Number | 0012 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Stamper, Darren B. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code KY0036473 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 09/09/2018 TO 09/21/2018 | ||||||
| Date Approved | 10/02/2018 | ||||||
| Primary Proj Number | DE09700151749 | ||||||
| Project No. | NHPP 0151(086) | ||||||
| Primary County | PERRY | ||||||
| Name of Road | KY-15 | ||||||
| Description | IMPROVE SAFETY, UPGRADE GEOMETRICS, AND ADDRESS CAPACITY ISS UES FOR KY-15 IN PERRY COUNTY FROM MORTON BLVD. TO KY-15 BYP | ||||||
| Date Let | 01/26/2018 | Formal Acceptance | |||||
| Date Awarded | 02/05/2018 | Date Work Began | 03/20/2018 | ||||
| Date Contract Executed | 02/28/2018 | Open To Traffic | |||||
| Date NTP Issued | 02/28/2018 | Actual Completion Date | |||||
| Current Contract Amount | $42,341,076.09 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $42,341,076.09 |
Total Earnings | $3,641,760.99 |
$2,555,393.99 |
$1,086,367.00 |
|
| Percent Complete | 10.50 |
Stockpiled Materials | $802,557.95 |
$46,416.59 |
$756,141.36 |
|
| Funds Available | $37,896,757.15 |
Gross Earnings | $4,444,318.94 |
$2,601,810.58 |
$1,842,508.36 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,444,318.94 |
$2,601,810.58 |
$1,842,508.36 |
|||
| Contract Id | 181003 | Change Order Summary |
County | PERRY | ||||||
| Estimate Nbr | 0012 | Project Number | NHPP 0151(086) | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 09/09/2018 TO 09/21/2018 | |||||||
| 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 | 181003 | COMMONWEALTH OF KENTUCKY |
County | PERRY | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09700151749 | ||||||
| Estimate Nbr | 0012 | Period | 09/09/2018 TO 09/21/2018 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | 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 | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 64,542.00 | 64,542.000 | 25.220 | 25.220 | 29.60 | 746.51 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 260.10 | 260.100 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 31.21 | 31.210 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 3,221.00 | 3,221.000 | 76.170 | 76.170 | 95.00 | 7,236.15 | |||
| 0030 | LEVELING & WEDGING PG76-22 | 00194 | TON | 6,368.00 | 6,368.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 17,159.00 | 17,159.000 | 199.700 | 199.700 | 84.95 | 16,964.51 | |||
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 16,922.00 | 16,922.000 | 0.000 | 0.000 | 84.95 | 0.00 | |||
| 0045 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 12,061.00 | 12,061.000 | 0.000 | 0.000 | 91.60 | 0.00 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,966.00 | 1,966.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0055 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 5,010.00 | 5,010.000 | 0.000 | 0.000 | 123.40 | 0.00 | |||
| 0060 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 40.00 | 40.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 0065 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 311.00 | 311.000 | 0.000 | 0.000 | 32.50 | 0.00 | |||
| 0070 | CL2 ASPH SURF 0.38A PG64-22 | 24685EC | TON | 2,135.00 | 2,135.000 | 0.000 | 0.000 | 111.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0002 ROADWAY | |||||||
| 0075 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 200.00 | 200.000 | 260.690 | 260.690 | 31.00 | 8,081.39 | |||
| 0080 | PERFORATED PIPE-8 IN | 01002 | LF | 3,240.00 | 3,240.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0085 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0090 | PERF PIPE HEADWALL TY 1-8 IN | 01022 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0095 | PERF PIPE HEADWALL TY 3-8 IN | 01030 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 4-8 IN | 01034 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0105 | REMOVE PIPE | 01310 | LF | 119.00 | 119.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0110 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 430.00 | 0.00 | |||
| 0115 | FLUME INLET TYPE 2 | 01691 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,850.00 | 0.00 | |||
| 0120 | STANDARD CURB AND GUTTER | 01810 | LF | 1,315.00 | 1,315.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
| 0125 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 1,286.00 | 1,286.000 | 0.000 | 0.000 | 31.50 | 0.00 | |||
| 0130 | ISLAND CURB AND GUTTER | 01825 | LF | 460.00 | 460.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0135 | STANDARD HEADER CURB | 01875 | LF | 689.00 | 689.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0140 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 130.00 | 130.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0145 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 752.00 | 752.000 | 0.000 | 0.000 | 77.50 | 0.00 | |||
| 0150 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 728.00 | 728.000 | 0.000 | 0.000 | 88.25 | 0.00 | |||
| 0155 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0160 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 138.00 | 138.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0165 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0170 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 200.00 | 200.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0175 | CONCRETE BARRIER WALL MOD TYPE 8C | 02000 | LF | 5,475.00 | 5,475.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0180 | CONCRETE BARRIER WALL MOD TYPE 8E | 02000 | LF | 1,373.00 | 1,373.000 | 0.000 | 0.000 | 79.10 | 0.00 | |||
| 0185 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 8,280.00 | 8,280.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0190 | BARRICADE-TYPE III | 02014 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0195 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 827.00 | 827.000 | 0.000 | 0.000 | 83.75 | 0.00 | |||
| 0200 | REMOVE PAVEMENT | 02091 | SQYD | 8,294.00 | 8,294.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0205 | PAVED DITCH TYPE 1 MOD | 02155 | SQYD | 36.00 | 36.000 | 0.000 | 0.000 | 103.00 | 0.00 | |||
| 0210 | PAVED DITCH TYPE 1 | 02157 | SQYD | 58.00 | 58.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 0215 | TEMP DITCH | 02159 | LF | 4,504.00 | 4,504.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | CLEAN TEMP DITCH | 02160 | LF | 2,252.00 | 2,252.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0225 | REMOVE PAVED DITCH | 02165 | SQYD | 55.00 | 55.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0230 | ROADWAY EXCAVATION | 02200 | CUYD | 1,115,180.00 | 1,115,180.000 | 26,520.000 | 96,866.000 | 123,386.000 | 9.12 | 241,862.40 | 1,125,280.32 | |
| 0235 | GRANULAR EMBANKMENT | 02223 | CUYD | 30,000.00 | 30,000.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0240 | WATER | 02242 | MGAL | 272.00 | 272.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0245 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 7,962.50 | 7,962.500 | 0.000 | 0.000 | 14.25 | 0.00 | |||
| 0250 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0255 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0265 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0275 | REMOVE GUARDRAIL | 02381 | LF | 6,785.00 | 6,785.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0280 | REMOVE & RESET GUARDRAIL | 02383 | LF | 865.00 | 865.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0285 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0290 | TEMP GUARDRAIL | 02397 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0295 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0300 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0305 | WITNESS POST | 02432 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0310 | CHANNEL LINING CLASS IA | 02482 | TON | 193.00 | 193.000 | 0.000 | 0.000 | 105.20 | 0.00 | |||
| 0315 | CHANNEL LINING CLASS II | 02483 | TON | 2,746.00 | 2,746.000 | 0.000 | 0.000 | 33.78 | 0.00 | |||
| 0320 | CHANNEL LINING CLASS IV | 02488 | CUYD | 3,640.00 | 3,640.000 | 0.000 | 0.000 | 11.36 | 0.00 | |||
| 0325 | CEMENT | 02542 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0330 | CLEARING AND GRUBBING 112.5 ACRES | 02545 | LS | 1.00 | 1.000 | 0.770 | 0.770 | 300,000.00 | 231,000.00 | |||
| 0335 | TEMPORARY SIGNS | 02562 | SQFT | 750.00 | 750.000 | 795.000 | 795.000 | 8.00 | 6,360.00 | |||
| 0340 | EDGE KEY | 02585 | LF | 401.00 | 401.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0345 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 7,644.00 | 7,644.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0350 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 7,500.00 | 7,500.000 | 0.000 | 0.000 | 1.24 | 0.00 | |||
| 0355 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 87,000.00 | 87,000.000 | 414.700 | 414.700 | 1.12 | 464.46 | |||
| 0360 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 26,210.00 | 26,210.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0365 | RETAINING WALL-GABION | 02610 | CUYD | 1,717.00 | 1,717.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0370 | REMOVE HEADWALL | 02625 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0375 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 190,000.00 | 0.00 | |||
| 0380 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0385 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0390 | SAFELOADING | 02690 | CUYD | 300.50 | 300.500 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0395 | SHOULDER RUMBLE STRIPS | 02696 | LF | 41,132.00 | 41,132.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0400 | TEMP SILT FENCE | 02701 | LF | 4,504.00 | 4,504.000 | 1,700.000 | 1,700.000 | 3.31 | 5,627.00 | |||
| 0405 | SILT TRAP TYPE A | 02703 | EACH | 113.00 | 113.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0410 | SILT TRAP TYPE B | 02704 | EACH | 113.00 | 113.000 | 28.000 | 28.000 | 130.00 | 3,640.00 | |||
| 0415 | SILT TRAP TYPE C | 02705 | EACH | 113.00 | 113.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 113.00 | 113.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0425 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 113.00 | 113.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0430 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 113.00 | 113.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0435 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.050 | 260,000.00 | 13,000.00 | |||
| 0440 | REMOVE STRUCTURE CONCRETE MEDIAN BARRIER END | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0445 | REMOVE STRUCTURE EXISTING 3-SPAN STEEL BEAM BRIDGE OVER T | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 240,000.00 | 0.00 | |||
| 0450 | RELOCATE CRASH CUSHION | 02898 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0455 | CRASH CUSHION TYPE IX | 02929 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0460 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 10,000.00 | 10,000.000 | 1,140.000 | 1,140.000 | 12.10 | 13,794.00 | |||
| 0465 | CLEAN PIPE STRUCTURE | 03262 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0470 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 21,500.00 | 0.00 | |||
| 0475 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,375.00 | 1,375.000 | 1,600.000 | 4,700.000 | 6,300.000 | 2.00 | 3,200.00 | 12,600.00 | |
| 0480 | TEMP MULCH | 05952 | SQYD | 363,117.00 | 363,117.000 | 0.000 | 0.000 | 0.08 | 0.00 | |||
| 0485 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 272,338.00 | 272,338.000 | 4,840.000 | 4,840.000 | 0.08 | 387.20 | |||
| 0490 | INITIAL FERTILIZER | 05963 | TON | 10.00 | 10.000 | 0.350 | 0.390 | 0.740 | 600.00 | 210.00 | 444.00 | |
| 0495 | 20-10-10 FERTILIZER | 05964 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0500 | SEEDING AND PROTECTION | 05985 | SQYD | 318,218.00 | 318,218.000 | 4,840.000 | 0.000 | 4,840.000 | 0.32 | 1,548.80 | 1,548.80 | |
| 0505 | AGRICULTURAL LIMESTONE | 05992 | TON | 198.00 | 198.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0510 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 174.00 | 174.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0515 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0520 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 72,000.00 | 72,000.000 | 9,066.000 | 9,066.000 | 0.18 | 1,631.88 | |||
| 0525 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 76,389.00 | 76,389.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0530 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 4,415.00 | 4,415.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0535 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 7,000.00 | 7,000.000 | 1,035.000 | 1,035.000 | 0.50 | 517.50 | |||
| 0540 | PAVE STRIPING REMOVAL-12 IN | 06533 | LF | 1,000.00 | 1,000.000 | 126.000 | 126.000 | 5.00 | 630.00 | |||
| 0545 | PAVE STRIPING-THERMO-8 IN Y | 06545 | LF | 148.00 | 148.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0550 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 136.00 | 136.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0555 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 381.00 | 381.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0560 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0565 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0570 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0575 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0580 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0585 | CONCRETE-CLASS A | 08100 | CUYD | 14.53 | 14.530 | 0.000 | 0.000 | 980.00 | 0.00 | |||
| 0590 | STEEL REINFORCEMENT | 08150 | LB | 9.09 | 9.090 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0595 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
| 0600 | FUEL ADJUSTMENT | 10020NS | DOLL | 327,807.00 | 327,807.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0605 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 253,506.00 | 253,506.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0610 | TREE REDBUD | 20000ES724 | EACH | 95.00 | 95.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0615 | JOINT ADHESIVE | 20071EC | LF | 101,304.00 | 101,304.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0620 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 400.00 | 400.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0625 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0630 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0635 | SAWCUT PAVEMENT | 20550ND | LF | 10,446.00 | 10,446.000 | 0.000 | 0.000 | 2.09 | 0.00 | |||
| 0640 | PNEUMATIC BACKSTOWING | 20667ED | TON | 3,360.00 | 3,360.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0645 | TEMP CRASH CUSHION | 20738NS112 | EACH | 16.00 | 16.000 | 2.000 | 2.000 | 6,200.00 | 12,400.00 | |||
| 0650 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 209.00 | 209.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0655 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,885.00 | 2,885.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0660 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 212.50 | 212.500 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0665 | REMOVE NON-MOUNTABLE MEDIAN | 22665EN | SQYD | 593.00 | 593.000 | 374.220 | 374.220 | 17.69 | 6,619.95 | |||
| 0670 | BARRIER WALL TRANSITION ITEM 20880ED BARRIER WALL TRANSITION (LF | 22880ED | LF | 80.00 | 80.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0675 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 300.00 | 300.000 | 50.000 | 50.000 | 2.00 | 100.00 | |||
| 0680 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 105.00 | 105.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0685 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0690 | INLAID PAVEMENT MARKER | 24489EC | EACH | 612.00 | 612.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0695 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 64,542.00 | 64,542.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0700 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 64,842.00 | 64,842.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0705 | PIPELINE INSPECTION | 24814EC | LF | 7,131.00 | 7,131.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0710 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.250 | 0.250 | 25,000.00 | 6,250.00 | |||
| 0715 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 2,119,716.00 | 2,119,716.000 | 0.000 | 0.000 | 0.02 | 0.00 | |||
| 0720 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 8001 | SOIL NAIL WALL Upper Soil Wall | 20603ED | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 86.10 | 0.00 | |||
| 8002 | REINFORCED SOIL SLOPE Rock face stabilization - Rock Bolts lower wall | 21587EN | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 39.38 | 0.00 | |||
| 8003 | COST PLUS TIME Soil Nail - Standby time prime contractor | 10201NC | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8005 | COST PLUS TIME Soil Nail - Standby time for GSI | 10201NC | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8006 | COST PLUS WORK Soil Nail - Water for Shotcrete Standby Time GSI | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8007 | COST PLUS WORK Soil Nail - Access Road Construction | 10080NSD | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0003 DRAINAGE | |||||||
| 0725 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0730 | CULVERT PIPE-15 IN | 00461 | LF | 159.00 | 159.000 | 0.000 | 0.000 | 82.49 | 0.00 | |||
| 0735 | CULVERT PIPE-18 IN | 00462 | LF | 164.00 | 164.000 | 0.000 | 0.000 | 82.28 | 0.00 | |||
| 0740 | CULVERT PIPE-36 IN | 00468 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 173.34 | 0.00 | |||
| 0745 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 103.27 | 0.00 | |||
| 0750 | CULVERT PIPE-42 IN EQUIV | 00498 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 164.44 | 0.00 | |||
| 0755 | CULVERT PIPE-48 IN EQUIV | 00499 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 194.92 | 0.00 | |||
| 0760 | STORM SEWER PIPE-12 IN | 00520 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 135.94 | 0.00 | |||
| 0765 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,327.00 | 2,327.000 | 68.000 | 0.000 | 68.000 | 66.85 | 4,545.80 | 4,545.80 | |
| 0770 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,084.00 | 1,084.000 | 0.000 | 0.000 | 69.79 | 0.00 | |||
| 0775 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,953.00 | 1,953.000 | 0.000 | 0.000 | 84.47 | 0.00 | |||
| 0780 | STORM SEWER PIPE-30 IN | 00526 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 112.54 | 0.00 | |||
| 0785 | STORM SEWER PIPE-36 IN | 00528 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 202.84 | 0.00 | |||
| 0790 | STORM SEWER PIPE-42 IN | 00529 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 238.14 | 0.00 | |||
| 0795 | STORM SEWER PIPE-48 IN | 00530 | LF | 661.00 | 661.000 | 0.000 | 0.000 | 153.86 | 0.00 | |||
| 0800 | PERFORATED PIPE-4 IN | 01000 | LF | 1,418.00 | 1,418.000 | 0.000 | 0.000 | 17.34 | 0.00 | |||
| 0805 | PERFORATED PIPE-6 IN | 01001 | LF | 9,715.00 | 9,715.000 | 0.000 | 0.000 | 12.25 | 0.00 | |||
| 0810 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 12.94 | 0.00 | |||
| 0815 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 441.00 | 441.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0820 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0825 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 580.00 | 0.00 | |||
| 0830 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0835 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0840 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0845 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0850 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0855 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0860 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0865 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0870 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0875 | PIPE CULVERT HEADWALL-42 IN EQUIV | 01215 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0880 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0885 | PIPE CULVERT HEADWALL-48 IN EQUIV | 01217 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0890 | PIPE CULVERT HEADWALL-60 IN EQUIV | 01221 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 13,250.00 | 0.00 | |||
| 0895 | PIPE CULVERT HEADWALL-66 IN | 01222 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| 0900 | METAL END SECTION TY 1-30 IN | 01374 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0905 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0910 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0915 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0920 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0925 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0930 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0935 | CURB BOX INLET TYPE A | 01456 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0940 | CURB BOX INLET TYPE B | 01480 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0945 | DROP BOX INLET TYPE 1 | 01490 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0950 | DROP BOX INLET TYPE 5D | 01511 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| 0955 | DROP BOX INLET TYPE 7 | 01538 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,400.00 | 0.00 | |||
| 0960 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0965 | DROP BOX INLET TYPE 12A | 01550 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 501.00 | 0.00 | |||
| 0970 | DROP BOX INLET TYPE 13G | 01559 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0975 | JUNCTION BOX-15 IN | 01641 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0980 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0985 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0990 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0995 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 1000 | RECONSTRUCT INLET | 01720 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1005 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 1010 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 1015 | RETAINING WALL-GABION | 02610 | CUYD | 102.00 | 102.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1020 | CONCRETE-CLASS A | 08100 | CUYD | 11.86 | 11.860 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 1025 | STEEL REINFORCEMENT | 08150 | LB | 256.00 | 256.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1030 | BORE AND JACK PIPE (66 INCH) | 21661ES706 | LF | 116.00 | 116.000 | 0.000 | 0.000 | 1,325.00 | 0.00 | |||
| 1035 | DROP BOX INLET-MOD | 22628NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 16,000.00 | 0.00 | |||
| 1040 | BORE AND JACK PIPE-72 IN | 23127EN | LF | 147.00 | 147.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 1045 | BORE AND JACK PIPE-42 IN | 23332EC | LF | 153.00 | 153.000 | 0.000 | 0.000 | 530.00 | 0.00 | |||
| 1050 | PIPE CULVERT HEADWALL-72 IN | 24025EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 1055 | CONC MED BARRIER BOX INLET-TY 8A1 | 24944ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,250.00 | 0.00 | |||
| 1060 | CONC MED BARRIER BOX INLET-TY 8B1 | 24945ED | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 6,650.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0004 SIGNING | |||||||
| 1065 | BARRIER MOUNTING BRACKET | 04904 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1070 | GMSS GALV STEEL TYPE A | 06400 | LB | 4,184.00 | 4,184.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1075 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,583.00 | 1,583.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1080 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,187.00 | 1,187.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 1085 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 580.00 | 580.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1090 | STEEL POST TYPE 1 | 06410 | LF | 3,193.00 | 3,193.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1095 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1100 | GMSS GALV STEEL TYPE C | 06441 | LB | 4,656.00 | 4,656.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1105 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1110 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 21.00 | 21.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1115 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,140.00 | 1,140.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1120 | ROADWAY CROSS SECTION | 20419ND | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1125 | BARRIER WALL POST | 20912ND | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1130 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1135 | BARCODE SIGN INVENTORY | 24631EC | EACH | 347.00 | 347.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0005 LIGHTING | |||||||
| 1140 | POLE 100 FT MTG HT HIGH MAST | 04712 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 30,500.00 | 0.00 | |||
| 1145 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 47,500.00 | 0.00 | |||
| 1150 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 9,950.00 | 0.00 | |||
| 1155 | CONDUIT-3 IN | 04797 | LF | 6,711.00 | 6,711.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 1160 | MARKER | 04800 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1165 | TRENCHING AND BACKFILLING | 04820 | LF | 8,604.00 | 8,604.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1170 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 2,597.00 | 2,597.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1175 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,634.25 | 0.00 | |||
| 1180 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1185 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1190 | BORE AND JACK CONDUIT | 21543EN | LF | 3,292.00 | 3,292.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1195 | POLE BASE-HIGH MAST | 23161EN | CUYD | 204.60 | 204.600 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1200 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 105.00 | 105.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 1205 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 18,522.00 | 18,522.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0006 SIGNALIZATION | |||||||
| 1210 | CONDUIT-1 IN | 04792 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1215 | CONDUIT-1 1/4 IN | 04793 | LF | 1,390.00 | 1,390.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 1220 | CONDUIT-2 IN | 04795 | LF | 715.00 | 715.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1225 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1230 | TRENCHING AND BACKFILLING | 04820 | LF | 715.00 | 715.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1235 | OPEN CUT ROADWAY | 04821 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1240 | PIEZOELECTRIC SENSOR | 04829 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1245 | LOOP WIRE | 04830 | LF | 8,560.00 | 8,560.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 1250 | CABLE-NO. 14/5C | 04844 | LF | 3,425.00 | 3,425.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 1255 | CABLE-NO. 14/1 PAIR | 04850 | LF | 7,935.00 | 7,935.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 1260 | MESSENGER-10800 LB | 04885 | LF | 1,975.00 | 1,975.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1265 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,815.00 | 2,815.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1270 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 1275 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 1280 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1285 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1290 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 1295 | VIDEO DETECTION-INSTALL | 20275EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1300 | GALVANIZED STEEL CABINET | 20359NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1305 | WOOD POST | 20360ES818 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1310 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1315 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1320 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 84.00 | 84.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1325 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,390.00 | 1,390.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1330 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 715.00 | 715.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 1335 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0007 UTILITY- CITY OF HAZARD-WASTEWATER | |||||||
| 1340 | CONCRETE-CLASS B (DETAIL CONCRETE) | 02555 | CUYD | 18.00 | 18.000 | 0.000 | 0.000 | 307.00 | 0.00 | |||
| 1345 | S CONCRETE PIPE ANCHOR | 15010 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 620.00 | 0.00 | |||
| 1350 | S ENCASEMENT STEEL BORED RANGE 3 | 15016 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 410.00 | 0.00 | |||
| 1355 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 505.00 | 505.000 | 270.000 | 270.000 | 420.00 | 113,400.00 | |||
| 1360 | S ENCASEMENT STEEL OPEN CUT RANGE 2 | 15021 | LF | 30.00 | 30.000 | 110.000 | 110.000 | 94.00 | 10,340.00 | |||
| 1365 | S ENCASEMENT STEEL OPEN CUT RANGE 3 | 15022 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1370 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 650.00 | 650.000 | 210.000 | 210.000 | 124.00 | 26,040.00 | |||
| 1375 | S FORCE MAIN AIR RLS/VAC VLV 02 IN | 15026 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,285.00 | 0.00 | |||
| 1380 | S FORCE MAIN DUCTILE IRON 10 INCH | 15035 | LF | 410.00 | 410.000 | 0.000 | 0.000 | 53.00 | 0.00 | |||
| 1385 | S FORCE MAIN PE/PLASTIC 06 INCH | 15052 | LF | 570.00 | 570.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 1390 | S FORCE MAIN PE/PLASTIC 08 INCH | 15053 | LF | 570.00 | 570.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1395 | S FORCE MAIN PVC 04 INCH | 15059 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 1400 | S FORCE MAIN PVC 10 INCH | 15062 | LF | 2,230.00 | 2,230.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1405 | S FORCE MAIN TAP SLEEVE/VALVE RNG 2 | 15070 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,940.00 | 0.00 | |||
| 1410 | S FORCE MAIN TIE-IN 04 INCH | 15073 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,925.00 | 0.00 | |||
| 1415 | S FORCE MAIN TIE-IN 06 INCH | 15074 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,435.00 | 0.00 | |||
| 1420 | S FORCE MAIN TIE-IN 08 INCH | 15075 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,615.00 | 0.00 | |||
| 1425 | S FORCE MAIN TIE-IN 10 INCH | 15076 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,815.00 | 0.00 | |||
| 1430 | S FORCE MAIN VALVE GATE | 15084 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 1435 | S LATERAL LONG SIDE 06 INCH | 15088 | EACH | 4.00 | 4.000 | 1.500 | 1.500 | 1,370.00 | 2,055.00 | |||
| 1440 | S LATERAL SHORT SIDE 06 INCH | 15090 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,170.00 | 0.00 | |||
| 1445 | S MANHOLE | 15092 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,325.00 | 0.00 | |||
| 1450 | S MANHOLE (TYPE I & DROP) | 15092 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,875.00 | 0.00 | |||
| 1455 | S MANHOLE (TYPE I) | 15092 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,725.00 | 0.00 | |||
| 1460 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 30.00 | 30.000 | 1.000 | 1.000 | 765.00 | 765.00 | |||
| 1465 | S MANHOLE SPECIAL (5' I.D. MANHOLE) | 15098 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 5,925.00 | 2,962.50 | |||
| 1470 | S MANHOLE SPECIAL (MANHOLE W/LINING ON EX. 10" GRAVITY LIN | 15098 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,525.00 | 0.00 | |||
| 1475 | S MANHOLE TAP EXISTING | 15099 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 1480 | S MANHOLE WITH LINING | 15102 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,670.00 | 13,350.00 | |||
| 1485 | S MANHOLE WITH LINING (DROP) | 15102 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 1490 | S MANHOLE WITH LINING (TYPE A) | 15102 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,660.00 | 0.00 | |||
| 1495 | S MANHOLE WITH LINING (TYPE B & DROP) | 15102 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,425.00 | 0.00 | |||
| 1500 | S MANHOLE WITH LINING (TYPE B) | 15102 | EACH | 6.00 | 6.000 | 2.500 | 2.500 | 2,760.00 | 6,900.00 | |||
| 1505 | S MANHOLE WITH LINING (TYPE I) | 15102 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,145.00 | 0.00 | |||
| 1510 | S PIPE PVC 08 INCH | 15112 | LF | 1,560.00 | 1,560.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1515 | S PIPE PVC 08 INCH (ACTUALLY 6" PVC) | 15112 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 1520 | S PIPE PVC 10 INCH | 15113 | LF | 660.00 | 660.000 | 168.000 | 168.000 | 67.00 | 11,256.00 | |||
| 1525 | S PIPE PVC 12 INCH | 15114 | LF | 4,280.00 | 4,280.000 | 1,399.000 | 1,399.000 | 68.00 | 95,132.00 | |||
| 1530 | S PIPE SPECIAL (14" DIPS PE HDD) | 15118 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 1535 | S SPECIAL ITEM (10" FORCE MAIN CAP) | 15120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,330.00 | 0.00 | |||
| 1540 | S SPECIAL ITEM (DOUBLE CLEANOUT) | 15120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,515.00 | 0.00 | |||
| 1545 | S SPECIAL ITEM (R/R AIR PUMP) | 15120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,230.00 | 0.00 | |||
| 1550 | S SPECIAL ITEM (TIE AT EXIS. WETWELL) | 15120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,790.00 | 0.00 | |||
| 1555 | S SPECIAL ITEM (TIE NEW 8" GRAVITY TO EXIS. 6" GRAVITY) | 15120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,960.00 | 0.00 | |||
| 1560 | S SPECIAL ITEM (TYPE I S.S. BLOWOFF) | 15120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,670.00 | 0.00 | |||
| 1565 | S SPECIAL ITEM (VORTEX DROP DEVICE INSTALLED IN MANHOLE | 15120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 1570 | S LINE MARKER | 15123 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1575 | CRUSHED STONE | 23300ED | TON | 180.00 | 180.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 1580 | GENERAL CONCRETE | 23341EC | CUYD | 40.00 | 40.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 8004 | S MANHOLE No 44 & No 53 - Deep | 15092 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 8008 | S MANHOLE Manhole #44-#53 Deep - permanent | 15092 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 8009 | S MANHOLE WITH DROP Manhole Drop # 54 Deep - Permanent | 15101 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 8010 | SEWER PIPE-6 IN Sanitary SDR - Temporary | 01051 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 771.00 | 0.00 | |||
| 8011 | TIE IN-6 IN-INSTALL Sanitary Sewer SDR Tie-In (Temporary) | 23692EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 8012 | SEWER PIPE-12 IN Sanitary HDPE 12 IN (Temporary) | 01054 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 8013 | TIE IN-12 IN-INSTALL Sanitary Sewer HDPE Tie-In (Temporary) | 23694EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0008 UTILITY-CITY OF HAZARD-WATERLINE | |||||||
| 1585 | W CAP EXISTING MAIN | 14003 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,150.00 | 0.00 | |||
| 1590 | W DIRECTIONAL BORE (20" D.I.P.S. PE HDD) | 14004 | LF | 345.00 | 345.000 | 0.000 | 0.000 | 231.00 | 0.00 | |||
| 1595 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 423.00 | 0.00 | |||
| 1600 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1605 | W ENCASEMENT STEEL OPEN CUT RANGE 2 | 14013 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1610 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 305.00 | 305.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 1615 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 295.00 | 295.000 | 0.000 | 0.000 | 122.00 | 0.00 | |||
| 1620 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 1625 | W FLUSHING ASSEMBLY | 14023 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,320.00 | 0.00 | |||
| 1630 | W METER RELOCATE | 14030 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 1635 | W PIPE DUCTILE IRON 03 INCH | 14034 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 1640 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 2,320.00 | 2,320.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 1645 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 580.00 | 580.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 1650 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 4,080.00 | 4,080.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1655 | W PIPE POLYETHYLENE/PLASTIC 12 INCH (2" HEAVY DUTY) | 14072 | LF | 230.00 | 230.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 1660 | W PIPE POLYETHYLENE/PLASTIC SPECIAL (20" D.I.P.S. PE) | 14073 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 208.00 | 0.00 | |||
| 1665 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 1670 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 955.00 | 0.00 | |||
| 1675 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 11,610.00 | 0.00 | |||
| 1680 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10,140.00 | 0.00 | |||
| 1685 | W TIE-IN 02 INCH | 14091 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,450.00 | 0.00 | |||
| 1690 | W VALVE 02 INCH | 14102 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 886.00 | 0.00 | |||
| 1695 | W VALVE 03 INCH | 14103 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,030.00 | 0.00 | |||
| 1700 | W VALVE 06 INCH | 14105 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,345.00 | 0.00 | |||
| 1705 | W VALVE 08 INCH | 14106 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,630.00 | 0.00 | |||
| 1710 | W VALVE 16 INCH | 14109 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 9,785.00 | 0.00 | |||
| 1715 | W VAULT SPECIAL (8" CHECK VALVE) | 14125 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,460.00 | 0.00 | |||
| 1720 | W LINE MARKER | 14144 | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1725 | W LEAK DETECTION METER (RIVER TEST STA.) | 14153 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,725.00 | 0.00 | |||
| 1730 | W SPECIAL ITEM (TEMP. PIPE SUPPORT) | 14154 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 1735 | CRUSHED STONE | 23300ED | TON | 10.00 | 10.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 1740 | PAVEMENT REPLACEMENT | 23340EC | TON | 10.00 | 10.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 1745 | GENERAL CONCRETE | 23341EC | CUYD | 210.00 | 210.000 | 6.000 | 6.000 | 285.00 | 1,710.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0009 UTILITY-CITY OF HAZARD-GAS | |||||||
| 1750 | CLEARING AND GRUBBING 0.1 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1755 | G ENCASEMENT STEEL BORED RANGE 2 | 16003 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 133.00 | 0.00 | |||
| 1760 | G ENCASEMENT STEEL OPEN CUT RANGE 2 | 16009 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 1765 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 127.00 | 0.00 | |||
| 1770 | G PIPE POLYETHYLENE/PLASTIC 04 INCH | 16017 | LF | 7,350.00 | 7,350.000 | 0.000 | 0.000 | 30.50 | 0.00 | |||
| 1775 | G SERVICE LONG SIDE 3/4 INCH | 16034 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 1780 | G TIE-IN POLYETHYLENE/PLASTIC 02 INCH | 16041 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 915.00 | 0.00 | |||
| 1785 | G TIE-IN POLYETHYLENE/PLASTIC 04 INCH | 16043 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 1790 | G VALVE POLYETHYLENE/PLASTIC 02 INCH | 16049 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 1795 | G VALVE POLYETHYLENE/PLASTIC 04 INCH | 16051 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 677.00 | 0.00 | |||
| 1800 | G LINE MARKER | 16065 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1805 | G SPECIAL ITEM (4" PE CAP) | 16076 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1810 | G SPECIAL ITEM (TEMP. PIPE SUPPORT) | 16076 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 1815 | PAVEMENT REPLACEMENT | 23340EC | TON | 20.00 | 20.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0010 UTILITY-PERRY COUNTY-WATER AND WASTEWATER | |||||||
| 1820 | W AIR RELEASE VALVE SPECIAL 6" COMBINATION AIR RELEASE VALVE ASSEMBL | 14002 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,520.00 | 0.00 | |||
| 1825 | W CAP EXISTING MAIN CAP EXISTING MAIN | 14003 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 980.00 | 0.00 | |||
| 1830 | W ENCASEMENT STEEL BORED RANGE 3 14" SCH. 40 STEEL CASING PIPE/BORE & JAC | 14008 | LF | 540.00 | 540.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 1835 | W ENCASEMENT STEEL OPEN CUT RANGE 4 16" SCH. 40 STEEL CASING PIPE/OPEN CUT | 14015 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1840 | W PIPE DUCTILE IRON 06 INCH 6" DIP J PIPE | 14036 | LF | 1,531.00 | 1,531.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1845 | W VALVE 04 INCH WITH BOX | 14104 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,220.00 | 0.00 | |||
| 1850 | W VALVE 06 INCH WITH BOX | 14105 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,345.00 | 0.00 | |||
| 1855 | W VALVE SPECIAL 1.5 INCH WITH BOX | 14124 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 705.00 | 0.00 | |||
| 1860 | S BYPASS PUMPING BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 1865 | S FORCE MAIN PE/PLASTIC 04 INCH | 15051 | LF | 285.00 | 285.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 1870 | S FORCE MAIN TIE-IN 04 INCH | 15073 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,925.00 | 0.00 | |||
| 1875 | S FORCE MAIN TIE-IN 06 INCH | 15074 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,435.00 | 0.00 | |||
| 1880 | S FORCE MAIN TIE-IN SPECIAL (1.5 INCH) | 15081 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,925.00 | 0.00 | |||
| 1885 | S MANHOLE 4' DIA. PRE-CAST MANHOLES W/LIDS | 15092 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,325.00 | 0.00 | |||
| 1890 | S PIPE PVC 08 INCH 8" SDR 26 PVC PIPE | 15112 | LF | 1,097.00 | 1,097.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 1895 | S PIPE SPECIAL 1.5" SDR 26 PVC PIPE | 15118 | LF | 446.00 | 446.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 1900 | S PUMP STATION SEWER PUMPS | 15119 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 65,750.00 | 0.00 | |||
| 1905 | S SPECIAL ITEM MYERS PUMPS WGX75H SERIES TWO-STAGE 7.5 | 15120 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 130,575.00 | 0.00 | |||
| 1910 | BORE AND JACK PIPE-18 IN 16" SCH. 40 STEEL CASING PIPE/BORE & JAC | 23126EN | LF | 80.00 | 80.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0011 BRIDGE- 27595 | |||||||
| 1915 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 2,689.00 | 2,689.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
| 1920 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,978.00 | 1,978.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1925 | MASONRY COATING | 02998 | SQYD | 6,168.00 | 6,168.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1930 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 245.00 | 245.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1935 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,727.00 | 1,727.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 1940 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 950.00 | 950.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1945 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 650.00 | 650.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1950 | TEST PILES | 08033 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1955 | PILES-STEEL HP12X53 | 08046 | LF | 588.00 | 588.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
| 1960 | PILE POINTS-12 IN | 08094 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1965 | CONCRETE-CLASS A KY 15 BRIDGE OVER NORTH FORK KENTUCKY RI | 08100 | CUYD | 2,322.00 | 2,322.000 | 0.000 | 0.000 | 495.00 | 0.00 | |||
| 1970 | CONCRETE-CLASS AA | 08104 | CUYD | 2,746.00 | 2,746.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1975 | STEEL REINFORCEMENT | 08150 | LB | 448,631.00 | 448,631.000 | 0.000 | 0.000 | 0.91 | 0.00 | |||
| 1980 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 843,646.00 | 843,646.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 1985 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 245.00 | 245.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 1990 | ROCK SOUNDINGS | 20745ED | LF | 534.00 | 534.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 1995 | ROCK CORINGS | 20746ED | LF | 824.00 | 824.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 2000 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,463.00 | 1,463.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 2005 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 8,850.00 | 8,850.000 | 0.000 | 0.000 | 2.97 | 0.00 | |||
| 2010 | DRILLED SHAFT-72 IN-ROCK | 22885EN | LF | 372.00 | 372.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 2015 | DRILLED SHAFT-78 IN COMMON | 24001EC | LF | 534.00 | 534.000 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 2020 | PRECAST PC I BEAM-HN 72-49 | 24582EN | LF | 6,140.00 | 6,140.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 2025 | ELASTICIZED EPS 27595 | 24595EN | SQYD | 421.00 | 421.000 | 0.000 | 0.000 | 162.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0012 BRIDGE-27596 | |||||||
| 2030 | ROADWAY EXCAVATION | 02200 | CUYD | 730.00 | 730.000 | 0.000 | 0.000 | 9.35 | 0.00 | |||
| 2035 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,150.00 | 1,150.000 | 42.600 | 42.600 | 43.00 | 1,831.80 | |||
| 2040 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 434.00 | 434.000 | 106.900 | 106.900 | 43.00 | 4,596.70 | |||
| 2045 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,566.00 | 1,566.000 | 560.000 | 560.000 | 1.75 | 980.00 | |||
| 2050 | MASONRY COATING | 02998 | SQYD | 981.00 | 981.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 2055 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 114.00 | 114.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 2060 | RETAINING WALL MSE | 08018 | SQFT | 7,444.00 | 7,444.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 2065 | TEST PILES | 08033 | LF | 161.00 | 161.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 2070 | PRE-DRILLING FOR PILES | 08039 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 2075 | PILES-STEEL HP12X53 | 08046 | LF | 818.00 | 818.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 2080 | PILE POINTS-12 IN | 08094 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 2085 | CONCRETE-CLASS A | 08100 | CUYD | 123.00 | 123.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 2090 | CONCRETE-CLASS AA | 08104 | CUYD | 442.00 | 442.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
| 2095 | STEEL REINFORCEMENT | 08150 | LB | 31,577.00 | 31,577.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 2100 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 101,178.00 | 101,178.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 2105 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 27.00 | 27.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 2110 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 112.00 | 112.000 | 0.000 | 0.000 | 1,075.00 | 0.00 | |||
| 2115 | ROCK SOUNDINGS | 20745ED | LF | 112.00 | 112.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 2120 | ROCK CORINGS | 20746ED | LF | 68.00 | 68.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 2125 | RAIL SYSTEM TYPE III | 21532ED | LF | 296.00 | 296.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2130 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 1,412.00 | 1,412.000 | 0.000 | 0.000 | 2.97 | 0.00 | |||
| 2135 | PPC I-BEAM TYPE HN 36-49 | 23963EC | LF | 869.00 | 869.000 | 0.000 | 0.000 | 295.00 | 0.00 | |||
| 2140 | ELASTICIZED EPS 27596 | 24595EN | SQYD | 88.00 | 88.000 | 0.000 | 0.000 | 162.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0013 BRIDGE-BOX CULVERT | |||||||
| 2145 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 3.00 | 3.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 2150 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,541.00 | 1,541.000 | 1,541.000 | 1,541.000 | 15.00 | 23,115.00 | |||
| 2155 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 5.00 | 5.000 | 19.900 | 19.900 | 500.00 | 9,950.00 | |||
| 2160 | CONCRETE-CLASS A | 08100 | CUYD | 265.00 | 265.000 | 265.000 | 265.000 | 560.00 | 148,400.00 | |||
| 2165 | STEEL REINFORCEMENT | 08150 | LB | 21,950.00 | 21,950.000 | 21,950.000 | 21,950.000 | 0.85 | 18,657.50 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0014 BRIDGE-RETAINING WALL | |||||||
| 2170 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 939.00 | 939.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 2175 | CONCRETE-CLASS A | 08100 | CUYD | 201.00 | 201.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 2180 | STEEL REINFORCEMENT | 08150 | LB | 24,316.00 | 24,316.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0015 MOBILIZATION AND/OR DEMOBILIZATION | |||||||
| 2185 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 1,670,000.00 | 835,000.00 | 1,670,000.00 | |
| 2190 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 592,800.00 | 0.00 | |||
| 8000 | MOBILIZATION Slope Stabilization STA 311- 313 | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 12,075.00 | 0.00 | |||
| Project | DE09700151749 | Fed/State Project Number | NHPP 0151(086) | Category | 0016 TRAINEE | |||||||
| 2195 | TRAINEE PAYMENT REIMBURSEMENT (1 GROUP 2, 3, OR 4 OPERATOR) | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $1,086,367.00 |
$3,641,760.98 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1955-1-0I |
PILES | LF |
1,700.00 | 0011 | $21.704600 | $36,897.82 | ||||||
1960-1-0I |
PILE POINTS | EACH |
32.00 | 0011 | $95.400000 | $3,052.80 | ||||||
2075-1-0I |
PILES | LF |
210.00 | 0011 | $21.704600 | $4,557.97 | ||||||
2080-1-0I |
PILE POINTS | EACH |
20.00 | 0011 | $95.400000 | $1,908.00 | ||||||
2020-1-0I |
I BEAM, TYPE 7 | LF |
3,288.00 | 0012 | $229.970000 | 756,141.36 | $756,141.36 | |||||
| SUBTOT | $802,557.95 |
|||||||||||