Report_Id: 161268 Est NO 0039 |
Date:08/10/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 161268 | Estimate Number | 0039 | Estimate Type | PROGRESS | ||
District Office | JACKSON (10360) Ratliff, Wes | ||||||
Contractor | HI-VIEW LLC J/V WITH HAYDON BRIDGE COMPANY INC | ADDR SN 0 VC Code KY0033121 | |||||
PO 764 | |||||||
CORBIN , KY , 40702 | |||||||
Pay Period | 07/14/2018 TO 07/27/2018 | ||||||
Date Approved | 08/09/2018 | ||||||
Primary Proj Number | DE07790091668 | ||||||
Project No. | NHPP 0061 (065), NHPP 0061 (065), NHPP 0061 (068), NHPP 0061 (067), NHPP 0061 (067) | ||||||
Primary County | MAGOFFIN | ||||||
Name of Road | MOUNTAIN PARKWAY (KY 9009) IN MORGAN, WOLFE & MAGOFFIN | ||||||
Description | MOUNTAIN PARKWAY (KY 9009) IN MORGAN, WOLFE & MAGOFFIN | ||||||
Date Let | 12/09/2016 | Formal Acceptance | |||||
Date Awarded | 12/16/2016 | Date Work Began | 01/27/2017 | ||||
Date Contract Executed | 01/17/2017 | Open To Traffic | |||||
Date NTP Issued | 01/17/2017 | Actual Completion Date | |||||
Current Contract Amount | $77,768,299.63 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $77,434,013.28 |
Total Earnings | $30,695,489.07 |
$29,913,792.36 |
$781,696.71 |
|
Percent Complete | 41.32 |
Stockpiled Materials | $1,438,902.01 |
$1,472,272.63 |
$-33,370.62 |
|
Funds Available | $45,633,908.55 |
Gross Earnings | $32,134,391.08 |
$31,386,064.99 |
$748,326.09 |
|
Total Change Orders | $334,286.35 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $32,134,391.08 |
$31,386,064.99 |
$748,326.09 |
|||
Contract Id | 161268 | Change Order Summary |
County | MAGOFFIN | ||||||
Estimate Nbr | 0039 | Project Number | NHPP 0061 (065), NHPP 0061 (065), NHPP 0061 (068), NHPP 0061 (067), NHPP 0061 (067) | |||||||
Contractor | HI-VIEW LLC J/V WITH HAYDON BRIDGE COMPANY INC | Period | 07/14/2018 TO 07/27/2018 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Waterline Items | Approved | 04/17/2017 | $-5,662.75 | 0.0 | |||||
002 | Type III Geotextile Fabric | Approved | 05/08/2017 | $750.00 | 0.0 | |||||
003 | Traffic Bound Base | Approved | 08/09/2017 | $18,000.00 | 0.0 | |||||
004 | Working Day Agreement | Approved | 09/15/2017 | $28,213.00 | 0.0 | |||||
005 | Bore and Jack Pipe and Item Omissions | Approved | 11/07/2017 | $136,746.40 | 1.0 | |||||
006 | Drilled Shaft Items/Bore and Jack Pipe | Approved | 02/20/2018 | $156,239.70 | 1.0 | |||||
007 | Value Engineering Traffic Diversions | Pending | 0 | $-156,867.41 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
Contract Adjustments |
|
|
Adjustment Description | Est No |
Adjustment Amount |
Line Item Adjustments History | |||||||||
PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
Contract Id | 161268 | COMMONWEALTH OF KENTUCKY |
County | MAGOFFIN | ||||||
Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE07790091668 | ||||||
Estimate Nbr | 0039 | Period | 07/14/2018 TO 07/27/2018 | |||||||
Contractor | HI-VIEW LLC J/V WITH HAYDON BRIDGE COMPANY INC | |||||||||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | 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 | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0001 PAVING | |||||||
0005 | CRUSHED STONE BASE | 00003 | TON | 33,585.00 | 33,585.000 | 2,169.620 | 0.000 | 2,169.620 | 26.00 | 56,410.12 | 56,410.12 | |
0010 | TRAFFIC BOUND BASE | 00020 | TON | 416.00 | 416.000 | 498.050 | 498.050 | 30.00 | 14,941.50 | |||
0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 334.00 | 334.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
0020 | ASPHALT SEAL COAT | 00103 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,252.00 | 1,252.000 | 0.000 | 0.000 | 79.50 | 0.00 | |||
0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 23,040.00 | 23,040.000 | 0.000 | 0.000 | 69.70 | 0.00 | |||
0035 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,817.00 | 3,817.000 | 0.000 | 0.000 | 79.50 | 0.00 | |||
0040 | MOBILIZATION FOR MILL & TEXT (MAGOFFIN 10-126.50) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,730.00 | 1,730.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
0050 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 139.00 | 139.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0055 | SAW CUT | 20430ED | LF | 4,751.00 | 4,751.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,363.00 | 1,363.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0065 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,562.00 | 3,562.000 | 0.000 | 0.000 | 69.70 | 0.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0002 ROADWAY | |||||||
0070 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 1,908.00 | 1,908.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0075 | ISLAND CURB AND GUTTER | 01825 | LF | 62.25 | 62.250 | 0.000 | 0.000 | 22.00 | 0.00 | |||
0080 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 86.50 | 86.500 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 174.00 | 174.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
0095 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 61.00 | 61.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0100 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0105 | TEMP DITCH | 02159 | LF | 4,944.00 | 4,944.000 | 260.000 | 650.000 | 910.000 | 1.00 | 260.00 | 910.00 | |
0110 | CLEAN TEMP DITCH | 02160 | LF | 2,472.00 | 2,472.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0115 | ROADWAY EXCAVATION | 02200 | CUYD | 696,129.00 | 696,129.000 | 36,825.000 | 440,064.000 | 476,889.000 | 3.70 | 136,252.50 | 1,764,489.30 | |
0120 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 1,873.00 | 1,873.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0125 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 11,598.00 | 11,598.000 | 3,627.000 | 3,627.000 | 5.00 | 18,135.00 | |||
0130 | REMOVE FENCE | 02265 | LF | 1,505.00 | 1,505.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0135 | REMOVE & REPLACE FENCE | 02268 | LF | 2,865.00 | 2,865.000 | 0.000 | 0.000 | 7.20 | 0.00 | |||
0140 | WATER GATE TYPE 1 | 02347 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
0145 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 11,865.00 | 11,865.000 | 0.000 | 0.000 | 14.30 | 0.00 | |||
0150 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 294.50 | 294.500 | 0.000 | 0.000 | 24.25 | 0.00 | |||
0155 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0160 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
0165 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
0170 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
0175 | REMOVE GUARDRAIL | 02381 | LF | 10,902.00 | 10,902.000 | 5,160.000 | 5,160.000 | 1.30 | 6,708.00 | |||
0180 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0185 | TEMP GUARDRAIL | 02397 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 5.20 | 0.00 | |||
0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 18.00 | 18.000 | 20.000 | 20.000 | 125.00 | 2,500.00 | |||
0195 | WITNESS POST | 02432 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 75.00 | 525.00 | |||
0200 | CHANNEL LINING CLASS IV | 02488 | CUYD | 7,140.00 | 7,140.000 | 30.000 | 30.000 | 5.00 | 150.00 | |||
0205 | CLEARING AND GRUBBING (APPROXIMATELY 85.4 ACRES, MAGOFFIN 10-1 | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 205,000.00 | 184,500.00 | |||
0210 | CONCRETE-CLASS B | 02555 | CUYD | 349.33 | 349.330 | 11.200 | 11.200 | 275.00 | 3,080.00 | |||
0215 | TEMPORARY SIGNS | 02562 | SQFT | 333.25 | 333.250 | 283.900 | 283.900 | 10.00 | 2,839.00 | |||
0220 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 506.00 | 506.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
0225 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 156,180.00 | 78,090.000 | 600.000 | 600.000 | 0.80 | 480.00 | |||
0230 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 5,541.00 | 5,541.000 | 570.000 | 570.000 | 2.00 | 1,140.00 | |||
0235 | MAINTAIN & CONTROL TRAFFIC (MAGOFFIN 10-126.50) | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 55,000.00 | 27,500.00 | |||
0240 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
0245 | SAFELOADING | 02690 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
0250 | SHOULDER RUMBLE STRIPS | 02696 | LF | 38,840.00 | 38,840.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
0255 | TEMP SILT FENCE | 02701 | LF | 4,944.00 | 4,944.000 | 8,050.000 | 8,050.000 | 3.00 | 24,150.00 | |||
0260 | SILT TRAP TYPE A | 02703 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0265 | SILT TRAP TYPE B | 02704 | EACH | 123.00 | 123.000 | 49.000 | 49.000 | 125.00 | 6,125.00 | |||
0270 | SILT TRAP TYPE C | 02705 | EACH | 123.00 | 123.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
0275 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0280 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 123.00 | 123.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
0285 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0290 | STAKING (MAGOFFIN 10-126.50) | 02726 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 30,000.00 | 19,500.00 | |||
0295 | REMOVE STRUCTURE (STA. 3351+00, MAGOFFIN 10-126.50) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 86,000.00 | 0.00 | |||
0300 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0305 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
0310 | CRASH CUSHION TYPE IX | 02929 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
0315 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 3,708.00 | 3,708.000 | 3,000.000 | 3,000.000 | 20.00 | 60,000.00 | |||
0320 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,630.00 | 4,630.000 | 15,300.000 | 74,000.000 | 89,300.000 | 1.00 | 15,300.00 | 89,300.00 | |
0325 | TEMP MULCH | 05952 | SQYD | 398,832.00 | 398,832.000 | 60,227.000 | 60,227.000 | 0.15 | 9,034.05 | |||
0330 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 297,636.00 | 297,636.000 | 86,532.000 | 86,532.000 | 0.16 | 13,845.12 | |||
0335 | INITIAL FERTILIZER | 05963 | TON | 18.00 | 18.000 | 1.375 | 5.725 | 7.100 | 600.00 | 825.00 | 4,260.00 | |
0340 | 20-10-10 FERTILIZER | 05964 | TON | 30.80 | 30.800 | 1.375 | 1.375 | 800.00 | 1,100.00 | |||
0345 | SEEDING AND PROTECTION | 05985 | SQYD | 595,272.00 | 595,272.000 | 3,459.080 | 3,459.080 | 0.31 | 1,072.31 | |||
0350 | AGRICULTURAL LIMESTONE | 05992 | TON | 369.00 | 369.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0355 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
0360 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 39,152.00 | 39,152.000 | 10,600.000 | 10,600.000 | 0.16 | 1,696.00 | |||
0365 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 44,496.00 | 44,496.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
0370 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 192.00 | 192.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
0375 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
0380 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
0385 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
0390 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 8,396.50 | 8,396.500 | 0.000 | 0.000 | 1.45 | 0.00 | |||
0395 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
0400 | FUEL ADJUSTMENT | 10020NS | DOLL | 184,046.00 | 184,046.000 | 46,350.640 | 46,350.640 | 1.00 | 46,350.64 | |||
0405 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 129,150.00 | 129,150.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0410 | INLAID PAVEMENT MARKER | 24489EC | EACH | 306.00 | 306.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
0415 | OBJECT MARKER TY 3 | 20191ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
0420 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
0425 | PIPELINE INSPECTION | 24814EC | LF | 1,574.00 | 1,574.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
0430 | MOT TEMPORARY TIE (NO. 2. MAGOFFIN 10-126.50) | 24866ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0435 | CLEAN CLEAN (CHANNEL CHANGE) | 24543EC | LF | 1,127.00 | 1,127.000 | 400.000 | 500.000 | 900.000 | 1.00 | 400.00 | 900.00 | |
0440 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (MAGOFFIN 10-126-50) | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,900.00 | 0.00 | |||
0445 | JOINT ADHESIVE | 20071EC | LF | 18,875.00 | 37,750.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
0450 | REMOVE STRUCTURE (P504, MAGOFFIN 10-126.50) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0455 | REMOVE STRUCTURE (P506, MAGOFFIN 10-126.50) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
8002 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 78,090.000 | 22,856.000 | 22,856.000 | 0.80 | 18,284.80 | |||
8011 | COHESIVE PILE CORE | 20210EP69 | CUYD | 0.00 | 1,400.000 | 925.000 | 925.000 | 6.50 | 6,012.50 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0003 DRAINAGE | |||||||
0460 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 774.00 | 774.000 | 601.530 | 601.530 | 30.00 | 18,045.90 | |||
0465 | CULVERT PIPE-42 IN | 00469 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 120.00 | 9,120.00 | |||
0470 | STORM SEWER PIPE-18 IN | 00522 | LF | 966.00 | 990.000 | 235.000 | 235.000 | 61.00 | 14,335.00 | |||
0475 | STORM SEWER PIPE-24 IN | 00524 | LF | 325.00 | 375.000 | 226.000 | 226.000 | 68.00 | 15,368.00 | |||
0480 | STORM SEWER PIPE-30 IN | 00526 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
0485 | STORM SEWER PIPE-36 IN | 00528 | LF | 131.00 | 206.000 | 152.000 | 152.000 | 85.00 | 12,920.00 | |||
0490 | STORM SEWER PIPE-42 IN | 00529 | LF | 65.00 | 65.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
0495 | PERFORATED PIPE-4 IN | 01000 | LF | 1,650.00 | 1,650.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
0500 | PERFORATED PIPE-6 IN | 01001 | LF | 244.00 | 244.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0505 | PERFORATED PIPE-8 IN | 01002 | LF | 2,650.00 | 2,650.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0510 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0515 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
0520 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0525 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
0530 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 490.00 | 0.00 | |||
0535 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0540 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 925.00 | 3,700.00 | |||
0545 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,400.00 | 2,800.00 | |||
0550 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
0555 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 3,100.00 | 3,100.00 | |||
0560 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
0565 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
0570 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0575 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
0580 | DROP BOX INLET TYPE 2 | 01493 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 1,400.00 | 4,200.00 | |||
0585 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
0590 | DROP BOX INLET TYPE 5B | 01505 | EACH | 6.00 | 6.000 | 2.500 | 2.500 | 3,800.00 | 9,500.00 | |||
0595 | DROP BOX INLET TYPE 5F | 01517 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
0600 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0605 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0610 | JUNCTION BOX-SPECIAL | 01653 | EACH | 5.00 | 5.000 | 4.500 | 4.500 | 4,500.00 | 20,250.00 | |||
0615 | CORED HOLE DRAINAGE BOX CON-8 IN | 01742 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0620 | CHANNEL LINING CLASS IA | 02482 | TON | 1,656.00 | 1,656.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
0625 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 90.00 | 90.000 | 125.000 | 125.000 | 375.00 | 46,875.00 | |||
0875 | STORM SEWER PIPE-18 IN (RCP, NO ALT) | 00522 | LF | 28.00 | 28.000 | 4.000 | 4.000 | 75.00 | 300.00 | |||
0880 | STORM SEWER PIPE-24 IN (RCP, NO ALT) | 00524 | LF | 23.00 | 23.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0885 | STORM SEWER PIPE-36 IN (RCP, NO ALT) | 00528 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
0890 | STORM SEWER PIPE-42 IN (RCP, NO ALT) | 00529 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
0895 | STORM SEWER PIPE-42 IN (CMP, NO ALT) | 00529 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
8026 | TEMPORARY PIPE | 20166ES810 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 45.00 | 1,800.00 | |||
8027 | REMOVE AND RESET Headwalls | 24731EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0004 BRIDGE - JOHNSON CREEK TRIBUTARY - DWG. 27566 | |||||||
0630 | CONCRETE-CLASS A | 08100 | CUYD | 64.00 | 64.000 | 0.000 | 0.000 | 580.00 | 0.00 | |||
0635 | STEEL REINFORCEMENT | 08150 | LB | 4,140.00 | 4,140.000 | 0.000 | 0.000 | 0.79 | 0.00 | |||
0640 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 146.00 | 146.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0645 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
0650 | GRANULAR EMBANKMENT | 02223 | CUYD | 50.00 | 50.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0005 BRIDGE - TIM BRANCH - DWG. 27567 | |||||||
0655 | CONCRETE-CLASS A | 08100 | CUYD | 109.80 | 109.800 | 0.000 | 0.000 | 495.00 | 0.00 | |||
0660 | STEEL REINFORCEMENT | 08150 | LB | 11,700.00 | 11,700.000 | 0.000 | 0.000 | 0.79 | 0.00 | |||
0665 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
0670 | GRANULAR EMBANKMENT | 02223 | CUYD | 180.00 | 180.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0006 BRIDGE - PURCELL BRANCH - DWG. 27568 | |||||||
0675 | CONCRETE-CLASS A | 08100 | CUYD | 94.40 | 94.400 | 94.400 | 94.400 | 515.00 | 48,616.00 | |||
0680 | STEEL REINFORCEMENT | 08150 | LB | 6,890.00 | 6,890.000 | 6,890.000 | 6,890.000 | 0.79 | 5,443.10 | |||
0685 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
0690 | GRANULAR EMBANKMENT | 02223 | CUYD | 150.00 | 150.000 | 391.240 | 391.240 | 22.00 | 8,607.28 | |||
8032 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0007 BRIDGE - LONG BRANCH - DWG. 27569 | |||||||
0695 | CONCRETE-CLASS A | 08100 | CUYD | 296.00 | 296.000 | 149.000 | 149.000 | 485.00 | 72,265.00 | |||
0700 | CONCRETE-CLASS AA | 08104 | CUYD | 624.00 | 624.000 | 0.000 | 0.000 | 495.00 | 0.00 | |||
0705 | STEEL REINFORCEMENT | 08150 | LB | 65,533.00 | 65,533.000 | 32,719.000 | 32,719.000 | 0.80 | 26,175.20 | |||
0710 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 182,760.00 | 182,760.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
0715 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 72.00 | 72.000 | 10.000 | 10.000 | 11.50 | 115.00 | |||
0720 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 590.00 | 590.000 | 235.080 | 235.080 | 33.00 | 7,757.64 | |||
0725 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,330.00 | 2,330.000 | 931.880 | 931.880 | 32.00 | 29,820.16 | |||
0730 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 456.00 | 456.000 | 141.000 | 141.000 | 41.00 | 5,781.00 | |||
0735 | PILES-STEEL HP12X53 | 08046 | LF | 1,446.00 | 1,446.000 | 718.557 | 718.557 | 38.00 | 27,305.16 | |||
0740 | PRE-DRILLING FOR PILES | 08039 | LF | 723.00 | 723.000 | 372.600 | 372.600 | 105.00 | 39,123.00 | |||
0745 | PILE POINTS-12 IN 27569 | 08094 | EACH | 40.00 | 40.000 | 20.000 | 20.000 | 95.00 | 1,900.00 | |||
0750 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 186.00 | 186.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0755 | MASONRY COATING | 02998 | SQYD | 2,113.00 | 2,113.000 | 50.000 | 50.000 | 7.50 | 375.00 | |||
0760 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 42.00 | 42.000 | 21.000 | 21.000 | 920.00 | 19,320.00 | |||
0765 | ROCK SOUNDINGS | 20745ED | LF | 110.00 | 110.000 | 60.700 | 60.700 | 20.00 | 1,214.00 | |||
0770 | ROCK CORINGS | 20746ED | LF | 130.00 | 130.000 | 65.900 | 65.900 | 55.00 | 3,624.50 | |||
0775 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 115.80 | 115.800 | 57.840 | 57.840 | 1,020.00 | 58,996.80 | |||
0780 | TEST PILES | 08033 | LF | 202.00 | 202.000 | 100.000 | 100.000 | 100.00 | 10,000.00 | |||
0785 | RAIL SYSTEM TYPE III | 21532ED | LF | 762.00 | 762.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
0790 | PPC I-BEAM HN 48-49 | 24520EC | LF | 1,489.40 | 1,489.400 | 0.000 | 0.000 | 305.00 | 0.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0008 SIGNING | |||||||
0795 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 31.50 | 31.500 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0800 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 272.25 | 272.250 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0805 | STEEL POST TYPE 1 | 06410 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0810 | STEEL POST TYPE 2 | 06411 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0815 | BARCODE SIGN INVENTORY | 24631EC | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0009 WATERLINE - MAGOFFIN (10-126.50) | |||||||
0820 | W PIPE PVC 04 INCH | 14058 | LF | 465.00 | 465.000 | 280.000 | 280.000 | 6.12 | 1,713.60 | |||
0825 | W PIPE DCTL IRON RSTRND JOINT 04 IN | 14046 | LF | 260.00 | 260.000 | 270.000 | 270.000 | 30.00 | 8,100.00 | |||
0830 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 150.00 | 150.000 | 190.000 | 190.000 | 125.00 | 23,750.00 | |||
0835 | W ENCASEMENT STEEL OPEN CUT RANGE 2 | 14013 | LF | 145.00 | 145.000 | 70.000 | 70.000 | 55.00 | 3,850.00 | |||
0840 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
0845 | W FLUSHING ASSEMBLY | 14023 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
0850 | W METER 3/4 INCH | 14028 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
0855 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
0860 | W CAP EXISTING MAIN | 14003 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
Project | DE07790091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0865 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
0870 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 229,000.00 | 0.00 | |||
SUBTOT | $209,447.62 |
$3,702,256.69 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0735-1-0I |
PILES | LF |
1,446.00 | 0006 | $18.650000 | $26,967.90 | ||||||
0745-1-0I |
PILE POINTS | EACH |
40.00 | 0006 | $69.420000 | $2,776.80 | ||||||
0780-1-0I |
PILES | LF |
202.00 | 0006 | $18.650000 | $3,767.30 | ||||||
0705-1-0I |
STEEL REINUN 615GR60 | LB |
19,442.00 | 0017 | $0.330000 | $6,415.86 | ||||||
0710-1-0I |
STL REINEXCO 615GR60 | LB |
184.00 | 0017 | $0.420000 | $77.28 | ||||||
0760-1-0I |
STL REINEXCO 615GR60 | LB |
348.00 | 0017 | $0.420000 | $146.16 | ||||||
0775-1-0I |
STEEL REINUN 615GR60 | LB |
16,390.00 | 0017 | $0.330000 | $5,408.70 | ||||||
0465-1-0I |
PIPE, CMP 1.63 MM | LF |
76.00 | 0024 | $47.900000 | $3,640.40 | ||||||
0470-1-0I |
PIPE, CMP 1.63 MM | LF |
334.00 | 0024 | $12.010000 | $4,011.34 | ||||||
0475-1-0I |
PIPE, CMP 1.63 MM | LF |
124.00 | 0024 | $15.540000 | $1,926.96 | ||||||
0485-1-0I |
PIPE, CMP 2.01 MM | LF |
62.00 | 0024 | $38.880000 | $2,410.56 | ||||||
0625-1-0I |
PIPE, STEEL ENCASEME | LF |
90.00 | 0024 | $50.350000 | $4,531.50 | ||||||
0635-1-0I |
STEEL REINUN 615GR60 | LB |
4,140.00 | 0025 | $0.340000 | $1,407.60 | ||||||
0660-1-0I |
STEEL REINUN 615GR60 | LB |
11,700.00 | 0025 | $0.350000 | $4,095.00 | ||||||
0680-1-0I |
STEEL REINUN 615GR60 | LB |
6,890.00 | 0025 | $0.340000 | $2,342.60 | ||||||
0705-2-0I |
STEEL REINUN 615GR60 | LB |
12,310.00 | 0025 | $0.330000 | $4,062.30 | ||||||
0710-2-0I |
STL REINEXCO 615GR60 | LB |
1,885.00 | 0025 | $0.420000 | $791.70 | ||||||
0790-1-0I |
I BEAM TYP 5 | LF |
744.67 | 0028 | $225.000000 | $167,550.75 | ||||||
0700-1-0I |
STAY IN PL FORMS | LS |
312.00 | 0038 | $32.850000 | $10,249.20 | ||||||
0710-3-0I |
STL REINEXCO 615GR60 | LB |
89,418.00 | 0038 | $0.420000 | $37,555.56 | ||||||
0785-1-0I |
STL REINEXCO 615GR60 | LB |
7,256.00 | 0038 | $0.420000 | $3,047.52 | ||||||
0760-1-0A |
STL REINEXCO 615GR60 | LB |
348.00 | 0018 | $0.420000 | $-146.16 | ||||||
0775-1-0A |
STEEL REINUN 615GR60 | LB |
16,390.00 | 0018 | $0.330000 | $-5,408.70 | ||||||
0705-1-0A |
STEEL REINUN 615GR60 | LB |
6,192.00 | 0023 | $0.330000 | $-2,043.36 | ||||||
0470-1-0A |
PIPE, CMP 1.63 MM | LF |
127.00 | 0024 | $12.010000 | $-1,525.27 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
27.00 | 0024 | $15.540000 | $-419.58 | ||||||
0485-1-0A |
PIPE, CMP 2.01 MM | LF |
14.00 | 0024 | $38.880000 | $-544.32 | ||||||
0705-1-0A |
STEEL REINUN 615GR60 | LB |
5,167.00 | 0024 | $0.330000 | $-1,705.11 | ||||||
0465-1-0A |
PIPE, CMP 1.63 MM | LF |
76.00 | 0025 | $47.900000 | $-3,640.40 | ||||||
0475-1-0A |
PIPE, CMP 1.63 MM | LF |
97.00 | 0025 | $15.540000 | $-1,507.38 | ||||||
0705-2-0A |
STEEL REINUN 615GR60 | LB |
10,336.00 | 0025 | $0.330000 | $-3,410.88 | ||||||
0705-1-0A |
STEEL REINUN 615GR60 | LB |
8,083.00 | 0025 | $0.330000 | $-2,667.39 | ||||||
0485-1-0A |
PIPE, CMP 2.01 MM | LF |
25.00 | 0028 | $38.880000 | $-972.00 | ||||||
0485-1-0A |
PIPE, CMP 2.01 MM | LF |
23.00 | 0030 | $38.880000 | $-894.24 | ||||||
0680-1-0A |
STEEL REINUN 615GR60 | LB |
2,700.00 | 0031 | $0.340000 | $-918.00 | ||||||
0625-1-0A |
PIPE, STEEL ENCASEME | LF |
90.00 | 0032 | $50.350000 | $-4,531.50 | ||||||
0680-1-0A |
STEEL REINUN 615GR60 | LB |
4,190.00 | 0033 | $0.340000 | $-1,424.60 | ||||||
0735-1-0A |
PILES | LF |
337.90 | 0034 | $18.650000 | $-6,301.97 | ||||||
0745-1-0A |
PILE POINTS | EACH |
10.00 | 0034 | $69.420000 | $-694.20 | ||||||
0780-1-0A |
PILES | LF |
48.00 | 0034 | $18.650000 | $-895.20 | ||||||
0470-1-0A |
PIPE, CMP 1.63 MM | LF |
33.00 | 0035 | $12.010000 | $-396.33 | ||||||
0705-2-0A |
STEEL REINUN 615GR60 | LB |
1,974.00 | 0035 | $0.330000 | $-651.42 | ||||||
0735-1-0A |
PILES | LF |
380.65 | 0036 | $18.650000 | $-7,099.12 | ||||||
0745-1-0A |
PILE POINTS | EACH |
10.00 | 0036 | $69.420000 | $-694.20 | ||||||
0780-1-0A |
PILES | LF |
52.00 | 0036 | $18.650000 | $-969.80 | ||||||
SUBTOT | $243,721.86 |
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | 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 | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0001 PAVING | |||||||
0900 | CRUSHED STONE BASE | 00003 | TON | 16,366.00 | 16,366.000 | 53.220 | 53.220 | 26.00 | 1,383.72 | |||
0905 | ASPHALT SEAL AGGREGATE | 00100 | TON | 118.00 | 118.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
0910 | ASPHALT SEAL COAT | 00103 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
0915 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 9,913.00 | 9,913.000 | 0.000 | 0.000 | 69.70 | 0.00 | |||
0920 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,405.00 | 1,405.000 | 0.000 | 0.000 | 79.50 | 0.00 | |||
0925 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 138.00 | 138.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0930 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 502.00 | 502.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0935 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,204.00 | 1,204.000 | 0.000 | 0.000 | 69.70 | 0.00 | |||
8007 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 150.000 | 338.100 | 338.100 | 30.00 | 10,143.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0002 ROADWAY | |||||||
0940 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 1,241.00 | 1,241.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0945 | ISLAND CURB AND GUTTER | 01825 | LF | 67.25 | 67.250 | 0.000 | 0.000 | 22.00 | 0.00 | |||
0950 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 96.25 | 96.250 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0955 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
0960 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
0965 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 14.00 | 14.000 | 329.000 | 329.000 | 10.00 | 3,290.00 | |||
0970 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 550.00 | 550.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0975 | REMOVE PAVEMENT | 02091 | SQYD | 8,724.00 | 8,724.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0980 | TEMP DITCH | 02159 | LF | 1,834.00 | 1,834.000 | 1,890.000 | 1,890.000 | 1.00 | 1,890.00 | |||
0985 | CLEAN TEMP DITCH | 02160 | LF | 917.00 | 917.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0990 | ROADWAY EXCAVATION | 02200 | CUYD | 1,343,816.00 | 1,343,816.000 | 1,080,175.000 | 1,080,175.000 | 3.70 | 3,996,647.50 | |||
0995 | WATER | 02242 | MGAL | 694.00 | 694.000 | 600.000 | 600.000 | 10.00 | 6,000.00 | |||
1000 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,605.00 | 4,605.000 | 1,261.000 | 1,261.000 | 5.00 | 6,305.00 | |||
1005 | REMOVE & REPLACE FENCE | 02268 | LF | 1,929.00 | 1,929.000 | 0.000 | 0.000 | 7.20 | 0.00 | |||
1010 | WATER GATE TYPE 1 | 02347 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
1015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,785.00 | 1,785.000 | 0.000 | 0.000 | 14.30 | 0.00 | |||
1020 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 255.50 | 255.500 | 0.000 | 0.000 | 24.25 | 0.00 | |||
1025 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
1030 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
1035 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
1040 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
1045 | REMOVE GUARDRAIL | 02381 | LF | 4,738.00 | 4,738.000 | 100.000 | 100.000 | 1.30 | 130.00 | |||
1050 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 125.00 | 1,250.00 | |||
1055 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
1060 | CHANNEL LINING CLASS IV | 02488 | CUYD | 2,514.00 | 2,514.000 | 109.000 | 109.000 | 5.00 | 545.00 | |||
1065 | CLEARING AND GRUBBING (APPROXIMATELY 31.6 ACRES, MORGAN 10-126 | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 76,000.00 | 68,400.00 | |||
1070 | CONCRETE-CLASS B | 02555 | CUYD | 43.33 | 43.330 | 0.000 | 0.000 | 275.00 | 0.00 | |||
1075 | TEMPORARY SIGNS | 02562 | SQFT | 123.50 | 123.500 | 44.000 | 44.000 | 10.00 | 440.00 | |||
1080 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 566.00 | 566.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
1085 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 73,413.00 | 36,707.000 | 766.633 | 766.633 | 0.80 | 613.30 | |||
1090 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 3,412.00 | 3,412.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
1095 | MAINTAIN & CONTROL TRAFFIC (MORGAN 10-126.50) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
1100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
1105 | SAFELOADING | 02690 | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
1110 | SHOULDER RUMBLE STRIPS | 02696 | LF | 14,464.00 | 14,464.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
1115 | TEMP SILT FENCE | 02701 | LF | 1,834.00 | 1,834.000 | 2,624.000 | 2,624.000 | 3.00 | 7,872.00 | |||
1120 | SILT TRAP TYPE A | 02703 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
1125 | SILT TRAP TYPE B | 02704 | EACH | 51.00 | 51.000 | 8.000 | 8.000 | 125.00 | 1,000.00 | |||
1130 | SILT TRAP TYPE C | 02705 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
1135 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1140 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 51.00 | 51.000 | 11.000 | 11.000 | 1.00 | 11.00 | |||
1145 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1150 | STAKING (MORGAN 10-126.50) | 02726 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 25,000.00 | 16,250.00 | |||
1155 | REMOVE STRUCTURE (STA.3271+01, MORGAN 10-126.50) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 86,000.00 | 0.00 | |||
1160 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
1165 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
1170 | CRASH CUSHION TYPE IX | 02929 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
1175 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 782.00 | 782.000 | 100.000 | 100.000 | 20.00 | 2,000.00 | |||
1180 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,299.00 | 1,299.000 | 48,800.000 | 48,800.000 | 1.00 | 48,800.00 | |||
1185 | TEMP MULCH | 05952 | SQYD | 166,096.00 | 166,096.000 | 18,404.000 | 18,404.000 | 0.15 | 2,760.60 | |||
1190 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 123,952.00 | 123,952.000 | 19,204.000 | 19,204.000 | 0.16 | 3,072.64 | |||
1195 | INITIAL FERTILIZER | 05963 | TON | 8.00 | 8.000 | 4.872 | 4.872 | 600.00 | 2,923.20 | |||
1200 | 20-10-10 FERTILIZER | 05964 | TON | 12.80 | 12.800 | 0.000 | 0.000 | 800.00 | 0.00 | |||
1205 | SEEDING AND PROTECTION | 05985 | SQYD | 247,905.00 | 247,905.000 | 6,807.400 | 6,807.400 | 0.31 | 2,110.29 | |||
1210 | AGRICULTURAL LIMESTONE | 05992 | TON | 153.70 | 153.700 | 0.000 | 0.000 | 55.00 | 0.00 | |||
1215 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
1220 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 14,048.00 | 14,048.000 | 3,517.000 | 3,517.000 | 0.16 | 562.72 | |||
1225 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 16,502.00 | 16,502.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
1230 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 83.00 | 83.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
1235 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
1240 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
1245 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
1250 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 3,536.50 | 3,536.500 | 0.000 | 0.000 | 1.45 | 0.00 | |||
1255 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
1260 | FUEL ADJUSTMENT | 10020NS | DOLL | 258,573.00 | 258,573.000 | 26,383.060 | 26,383.060 | 1.00 | 26,383.06 | |||
1265 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 50,919.00 | 50,919.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1270 | INLAID PAVEMENT MARKER | 24489EC | EACH | 131.00 | 131.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
1275 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
1280 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
1285 | PIPELINE INSPECTION (PIPELINE VIDEO INSPECTION) | 24814EC | LF | 776.00 | 776.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
1290 | MOT TEMPORARY TIE (NO. 1, MORGAN 10-126.50) | 24866ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
1295 | CLEAN CLEAN (CHANNEL CHANGE) | 24543EC | LF | 3,730.00 | 3,730.000 | 300.000 | 300.000 | 1.00 | 300.00 | |||
1300 | JOINT ADHESIVE | 20071EC | LF | 7,335.00 | 14,670.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
8003 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 36,706.000 | 7,800.000 | 7,800.000 | 0.80 | 6,240.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0003 DRAINAGE | |||||||
1305 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 394.500 | 394.500 | 30.00 | 11,835.00 | |||
1310 | STORM SEWER PIPE-18 IN | 00522 | LF | 456.00 | 456.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
1315 | STORM SEWER PIPE-24 IN | 00524 | LF | 254.00 | 254.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
1320 | STORM SEWER PIPE-30 IN | 00526 | LF | 267.00 | 267.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
1325 | PERFORATED PIPE-4 IN | 01000 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
1330 | PERFORATED PIPE-6 IN | 01001 | LF | 548.00 | 548.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
1335 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 188.00 | 188.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1340 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 71.00 | 71.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
1345 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
1350 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
1355 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
1360 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
1365 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
1370 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
1375 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
1380 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
1385 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
1390 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
1395 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
1400 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
1405 | CONCRETE-CLASS A | 08100 | CUYD | 4.22 | 4.220 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
1410 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 55.00 | 55.000 | 60.000 | 60.000 | 500.00 | 30,000.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0004 BRIDGE - WHEELRIM ROAD & PRATER BRANCH - DWG. 27473 | |||||||
1415 | CONCRETE-CLASS A | 08100 | CUYD | 953.50 | 953.500 | 953.500 | 953.500 | 420.00 | 400,470.00 | |||
1420 | CONCRETE-CLASS AA | 08104 | CUYD | 1,208.20 | 1,208.200 | 0.000 | 0.000 | 535.00 | 0.00 | |||
1425 | STEEL REINFORCEMENT | 08150 | LB | 170,085.00 | 170,085.000 | 170,085.000 | 170,085.000 | 0.84 | 142,871.40 | |||
1430 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 350,720.00 | 350,720.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
1435 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 166.00 | 166.000 | 166.000 | 166.000 | 70.00 | 11,620.00 | |||
1440 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,500.00 | 3,500.000 | 802.890 | 802.890 | 32.00 | 25,692.48 | |||
1445 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 920.00 | 920.000 | 490.407 | 490.407 | 41.00 | 20,106.68 | |||
1450 | PILES-STEEL HP12X53 | 08046 | LF | 1,312.00 | 1,312.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
1455 | TEST PILES | 08033 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
1460 | PILE POINTS-12 IN | 08094 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
1465 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 3,786.40 | 3,786.400 | 2,986.980 | 2,986.980 | 230.00 | 687,005.40 | |||
1470 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,536.00 | 1,536.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
1475 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 197.10 | 197.100 | 0.000 | 0.000 | 50.00 | 0.00 | |||
1480 | MASONRY COATING | 02998 | SQYD | 4,690.00 | 4,690.000 | 1,851.000 | 1,851.000 | 7.50 | 13,882.50 | |||
1485 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,300.00 | 1,300.000 | 263.890 | 263.890 | 33.00 | 8,708.37 | |||
1490 | ROCK SOUNDINGS | 20745ED | LF | 237.00 | 289.400 | 289.400 | 289.400 | 20.00 | 5,788.00 | |||
1495 | ROCK CORINGS | 20746ED | LF | 524.00 | 472.000 | 472.000 | 472.000 | 55.00 | 25,960.00 | |||
1500 | DRILLED SHAFT-72 IN-ROCK | 22885EN | LF | 40.00 | 43.800 | 43.800 | 43.800 | 1,365.00 | 59,787.00 | |||
1505 | DRILLED SHAFT-66 IN (ROCK) | 23000EX | LF | 72.00 | 77.200 | 77.200 | 77.200 | 1,270.00 | 98,044.00 | |||
1510 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 80.00 | 93.900 | 93.900 | 93.900 | 735.00 | 69,016.50 | |||
1515 | DRILLED SHAFT-72 IN COMMON | 23249EC | LF | 182.00 | 204.800 | 204.800 | 204.800 | 1,560.00 | 319,488.00 | |||
1520 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 42.00 | 66.100 | 66.100 | 66.100 | 612.00 | 40,453.20 | |||
1525 | DRILLED SHAFT-78 IN COMMON | 24001EC | LF | 38.00 | 34.200 | 34.200 | 34.200 | 2,100.00 | 71,820.00 | |||
1530 | MECHANICAL REINF COUPLER #14 | 08137 | EACH | 72.00 | 72.000 | 74.000 | 74.000 | 125.00 | 9,250.00 | |||
1535 | CONCRETE-CLASS B | 02555 | CUYD | 20.50 | 20.500 | 15.150 | 15.150 | 185.00 | 2,802.75 | |||
8022 | MECHANICAL REINF COUPLER #11 | 08136 | EACH | 0.00 | 58.000 | 58.000 | 58.000 | 115.00 | 6,670.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0005 SIGNING | |||||||
1540 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 6.00 | 6.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
1545 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 168.50 | 168.500 | 0.000 | 0.000 | 15.00 | 0.00 | |||
1550 | STEEL POST TYPE 1 | 06410 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1555 | STEEL POST TYPE 2 | 06411 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1560 | BARCODE SIGN INVENTORY | 24631EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0006 WATERLINE - MORGAN 10-126.50 | |||||||
1565 | W PIPE POLYETHYLENE/PLASTIC 06 INCH (DR-9) | 14069 | LF | 560.00 | 560.000 | 532.000 | 532.000 | 18.00 | 9,576.00 | |||
1570 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 490.00 | 0.000 | 0.000 | 0.000 | 51.73 | 0.00 | |||
1575 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
1580 | W TIE-IN SPECIAL | 14101 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
8000 | HDPE PIPE Open Cut Polyethylene 10" Casing Pipe | 24786EN | LF | 0.00 | 490.000 | 440.000 | 440.000 | 49.20 | 21,648.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
1585 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
1590 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 229,000.00 | 0.00 | |||
Project | DE08890091668 | Fed/State Project Number | NHPP 0061 (065) | Category | 0008 TRAINEES | |||||||
1595 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 279.500 | 279.500 | 0.10 | 27.95 | |||
SUBTOT | $0.00 |
$10,736,727.96 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1450-1-0I |
PILES | LF |
1,312.00 | 0006 | $18.650000 | $24,468.80 | ||||||
1455-1-0I |
PILES | LF |
160.00 | 0006 | $18.650000 | $2,984.00 | ||||||
1460-1-0I |
PILE POINTS | EACH |
21.00 | 0006 | $69.420000 | $1,457.82 | ||||||
1515-1-0I |
STEEL REINUN 615GR60 | LB |
64,520.00 | 0018 | $0.330000 | $21,291.60 | ||||||
1425-2-0I |
STEEL REINUN 615GR60 | LB |
46,535.00 | 0021 | $0.330000 | $15,356.55 | ||||||
1425-1-0I |
STEEL REINUN 615GR60 | LB |
42,166.00 | 0021 | $0.330000 | $13,914.78 | ||||||
1465-1-0I |
I BEAM, TYPE 4 | LF |
1,995.60 | 0021 | $163.500000 | $326,280.60 | ||||||
1425-3-0I |
STEEL REINUN 615GR60 | LB |
17,882.00 | 0022 | $0.330000 | $5,901.06 | ||||||
1430-1-0I |
STL REINEXCO 615GR60 | LB |
1,457.00 | 0022 | $0.420000 | $611.94 | ||||||
1430-2-0I |
STL REINEXCO 615GR60 | LB |
2,938.00 | 0023 | $0.420000 | $1,233.96 | ||||||
1425-4-0I |
STEEL REINUN 615GR60 | LB |
36,964.00 | 0024 | $0.330000 | $12,198.12 | ||||||
1465-2-0I |
I BEAM, TYPE 4 | LF |
1,790.80 | 0025 | $163.500000 | $292,795.80 | ||||||
1420-1-0I |
STAY IN PL FORMS | LS |
601.50 | 0035 | $48.700000 | $29,293.05 | ||||||
1430-3-0I |
STL REINEXCO 615GR60 | LB |
2,996.00 | 0035 | $0.420000 | $1,258.32 | ||||||
1420-2-0I |
STAY IN PL FORMS | LS |
606.70 | 0036 | $51.700000 | $31,366.39 | ||||||
1515-1-0A |
STEEL REINUN 615GR60 | LB |
7,487.36 | 0018 | $0.330000 | $-2,470.83 | ||||||
1515-1-0A |
STEEL REINUN 615GR60 | LB |
9,710.17 | 0019 | $0.330000 | $-3,204.36 | ||||||
1425-3-0A |
STEEL REINUN 615GR60 | LB |
17,882.00 | 0022 | $0.330000 | $-5,901.06 | ||||||
1425-2-0A |
STEEL REINUN 615GR60 | LB |
21,860.00 | 0022 | $0.330000 | $-7,213.80 | ||||||
1425-1-0A |
STEEL REINUN 615GR60 | LB |
21,860.00 | 0022 | $0.330000 | $-7,213.80 | ||||||
1425-2-0A |
STEEL REINUN 615GR60 | LB |
20,157.00 | 0023 | $0.330000 | $-6,651.81 | ||||||
1425-1-0A |
STEEL REINUN 615GR60 | LB |
20,157.00 | 0023 | $0.330000 | $-6,651.81 | ||||||
1425-4-0A |
STEEL REINUN 615GR60 | LB |
21,223.00 | 0024 | $0.330000 | $-7,003.59 | ||||||
1425-2-0A |
STEEL REINUN 615GR60 | LB |
4,518.00 | 0024 | $0.330000 | $-1,490.94 | ||||||
1425-1-0A |
STEEL REINUN 615GR60 | LB |
149.00 | 0024 | $0.330000 | $-49.17 | ||||||
1425-4-0A |
STEEL REINUN 615GR60 | LB |
15,741.00 | 0025 | $0.330000 | $-5,194.53 | ||||||
1515-1-0A |
STEEL REINUN 615GR60 | LB |
6,762.02 | 0026 | $0.330000 | $-2,231.47 | ||||||
1465-1-0A |
I BEAM, TYPE 4 | LF |
1,994.32 | 0033 | $163.500000 | $-326,071.65 | ||||||
1465-1-0A |
I BEAM, TYPE 4 | LF |
1.27 | 0034 | $163.500000 | $-208.95 | ||||||
1465-30C |
I BEAM, TYPE 4 | LF |
0.00 | 0033 | $163.499966 | $0.00 | ||||||
SUBTOT | $398,855.02 |
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | 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 | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0001 PAVING | |||||||
1600 | CRUSHED STONE BASE | 00003 | TON | 57,053.00 | 57,053.000 | 492.850 | 0.000 | 492.850 | 26.00 | 12,814.10 | 12,814.10 | |
1605 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,925.00 | 1,925.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
1610 | ASPHALT SEAL COAT | 00103 | TON | 230.10 | 230.100 | 0.000 | 0.000 | 585.00 | 0.00 | |||
1615 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,213.00 | 2,213.000 | 0.000 | 0.000 | 79.50 | 0.00 | |||
1620 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,232.00 | 9,232.000 | 0.000 | 0.000 | 69.70 | 0.00 | |||
1625 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 45,933.00 | 45,933.000 | 0.000 | 0.000 | 69.70 | 0.00 | |||
1630 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,310.00 | 3,310.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
1635 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 6,687.00 | 6,687.000 | 0.000 | 0.000 | 79.50 | 0.00 | |||
1640 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 260.00 | 260.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
1645 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 991.00 | 991.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
1650 | JOINT ADHESIVE | 20071EC | LF | 67,072.00 | 67,072.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
8008 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 150.000 | 233.130 | 233.130 | 30.00 | 6,993.90 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0002 ROADWAY | |||||||
1655 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 12,200.00 | 12,200.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1660 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 1,648.00 | 1,648.000 | 155.230 | 155.230 | 30.00 | 4,656.90 | |||
1665 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,220.00 | 2,220.000 | 26.510 | 600.330 | 626.840 | 30.00 | 795.30 | 18,805.20 | |
1670 | PERFORATED PIPE-4 IN | 01000 | LF | 1,712.00 | 1,712.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1675 | PERFORATED PIPE-6 IN | 01001 | LF | 310.00 | 310.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
1680 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 439.00 | 439.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
1685 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
1690 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
1695 | REMOVE PIPE | 01310 | LF | 243.00 | 243.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1700 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
1705 | ISLAND CURB AND GUTTER | 01825 | LF | 256.20 | 256.200 | 0.000 | 0.000 | 22.00 | 0.00 | |||
1710 | ISLAND INTEGRAL CURB | 01845 | LF | 138.00 | 138.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
1715 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 261.00 | 261.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
1720 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
1725 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 168.00 | 168.000 | 499.000 | 499.000 | 10.00 | 4,990.00 | |||
1730 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
1735 | REMOVE PAVEMENT | 02091 | SQYD | 2,335.00 | 2,335.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
1740 | TEMP DITCH | 02159 | LF | 8,450.00 | 8,450.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1745 | CLEAN TEMP DITCH | 02160 | LF | 4,225.00 | 4,225.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1750 | ROADWAY EXCAVATION | 02200 | CUYD | 2,735,195.00 | 2,735,195.000 | 40,350.000 | 1,033,265.000 | 1,073,615.000 | 3.70 | 149,295.00 | 3,972,375.50 | |
1755 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 427.00 | 427.000 | 300.000 | 427.000 | 727.000 | 11.50 | 3,450.00 | 8,360.50 | |
1760 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,250.00 | 1,250.000 | 966.686 | 183.674 | 1,150.360 | 34.00 | 32,867.32 | 39,112.24 | |
1765 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 990.00 | 990.000 | 628.414 | 140.940 | 769.354 | 41.00 | 25,764.97 | 31,543.51 | |
1770 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 19,607.00 | 19,607.000 | 52.000 | 3,916.000 | 3,968.000 | 5.00 | 260.00 | 19,840.00 | |
1775 | REMOVE & REPLACE FENCE | 02268 | LF | 15,651.00 | 15,651.000 | 2,030.000 | 2,030.000 | 7.20 | 14,616.00 | |||
1780 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 19,825.00 | 19,825.000 | 0.000 | 0.000 | 14.30 | 0.00 | |||
1785 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 825.00 | 825.000 | 0.000 | 0.000 | 24.25 | 0.00 | |||
1790 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
1795 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
1800 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,750.00 | 0.00 | |||
1805 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 12.00 | 12.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
1810 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
1815 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
1820 | REMOVE GUARDRAIL | 02381 | LF | 20,961.50 | 20,961.500 | 5,637.500 | 5,637.500 | 1.30 | 7,328.75 | |||
1825 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
1830 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
1835 | TEMP GUARDRAIL | 02397 | LF | 925.00 | 925.000 | 0.000 | 0.000 | 5.20 | 0.00 | |||
1840 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 3.20 | 3.200 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
1845 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 59.00 | 59.000 | 59.000 | 59.000 | 125.00 | 7,375.00 | |||
1850 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 75.00 | 750.00 | |||
1855 | CHANNEL LINING CLASS IV | 02488 | CUYD | 6,097.00 | 6,097.000 | 177.000 | 177.000 | 5.00 | 885.00 | |||
1860 | CLEARING AND GRUBBING (APPROXIMATELY 102.50 ACRES, MORGAN 10-1 | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 246,000.00 | 221,400.00 | |||
1865 | CONCRETE-CLASS B | 02555 | CUYD | 100.90 | 100.900 | 30.240 | 30.240 | 275.00 | 8,316.00 | |||
1870 | TEMPORARY SIGNS | 02562 | SQFT | 1,270.00 | 1,270.000 | 522.000 | 522.000 | 10.00 | 5,220.00 | |||
1875 | OBJECT MARKER TYPE 2 | 02565 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
1880 | EDGE KEY | 02585 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
1885 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 7,961.00 | 7,961.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
1890 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 131,400.00 | 65,700.000 | 3,736.440 | 3,736.440 | 0.80 | 2,989.15 | |||
1895 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 9,711.00 | 9,711.000 | 276.000 | 276.000 | 2.00 | 552.00 | |||
1900 | REMOVE HEADWALL | 02625 | EACH | 16.00 | 16.000 | 1.000 | 0.000 | 1.000 | 150.00 | 150.00 | 150.00 | |
1905 | MAINTAIN & CONTROL TRAFFIC (MORGAN 10-126.60) | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 75,000.00 | 7,500.00 | |||
1910 | DIVERSIONS (BY-PASS DETOURS) (NO. 1, MORGAN 10-126.60) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
1915 | DIVERSIONS (BY-PASS DETOURS) (NO. 2, MORGAN 10-126.60) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
1920 | CROSSOVER (NO. 1, WEST, MORGAN 10-126.60) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
1925 | CROSSOVER (NO. 2, EAST, MORGAN 10-126.60) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
1930 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
1935 | MOBILIZATION FOR MILL & TEXT (MORGAN 10-126.60) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
1940 | SAFELOADING | 02690 | CUYD | 101.00 | 101.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
1945 | SHOULDER RUMBLE STRIPS | 02696 | LF | 72,474.00 | 72,474.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
1950 | TEMP SILT FENCE | 02701 | LF | 8,450.00 | 8,450.000 | 1,400.000 | 1,400.000 | 3.00 | 4,200.00 | |||
1955 | SILT TRAP TYPE B | 02704 | EACH | 103.00 | 103.000 | 41.000 | 41.000 | 125.00 | 5,125.00 | |||
1960 | SILT TRAP TYPE C | 02705 | EACH | 103.00 | 103.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
1965 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 103.00 | 103.000 | 7.000 | 7.000 | 1.00 | 7.00 | |||
1970 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 103.00 | 103.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1975 | STAKING (MORGAN 10-126.60) | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 50,000.00 | 25,000.00 | |||
1980 | REMOVE STRUCTURE (12-FT X 6-FT RCBC - STA. 3098+50, MORGA | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
1985 | REMOVE STRUCTURE (RCDG BRIDGE - STA. 3135+03, MORGAN 10-1 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 78,000.00 | 0.00 | |||
1990 | REMOVE STRUCTURE (RCDG BRIDGE - STA. 3224+88,MORGAN 10-12 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 86,000.00 | 0.00 | |||
1995 | REMOVE STRUCTURE (WAGON BOX - STA. 3072+55,MORGAN 10-126. | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 29,000.00 | 0.00 | |||
2000 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
2005 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 8.000 | 9.000 | 9.000 | 950.00 | 8,550.00 | |||
2010 | RELOCATE CRASH CUSHION (PERM) | 02898 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
2015 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
2020 | CONC MEDIAN BARRIER TYPE 9C2 | 03145 | LF | 162.00 | 162.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
2025 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 13,280.00 | 13,840.000 | 10,860.000 | 10,860.000 | 20.00 | 217,200.00 | |||
2030 | TUBULAR MARKERS | 03225 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
2035 | CLEAN PIPE STRUCTURE | 03262 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
2040 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,493.00 | 10,493.000 | 3,600.000 | 92,800.000 | 96,400.000 | 1.00 | 3,600.00 | 96,400.00 | |
2045 | TEMP MULCH | 05952 | SQYD | 248,050.00 | 248,050.000 | 89,795.000 | 89,795.000 | 0.15 | 13,469.25 | |||
2050 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 248,050.00 | 248,050.000 | 35,776.000 | 35,776.000 | 0.16 | 5,724.16 | |||
2055 | INITIAL FERTILIZER | 05963 | TON | 26.00 | 26.000 | 4.993 | 4.993 | 600.00 | 2,995.80 | |||
2060 | 20-10-10 FERTILIZER | 05964 | TON | 25.70 | 25.700 | 0.380 | 0.380 | 800.00 | 304.00 | |||
2065 | SEEDING AND PROTECTION | 05985 | SQYD | 496,100.00 | 496,100.000 | 4,840.000 | 4,840.000 | 0.31 | 1,500.40 | |||
2070 | AGRICULTURAL LIMESTONE | 05992 | TON | 308.00 | 308.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
2075 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 270.00 | 270.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
2080 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
2085 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 151,915.00 | 151,915.000 | 47,004.000 | 47,004.000 | 0.16 | 7,520.64 | |||
2090 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 11,275.00 | 11,275.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
2095 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 76,525.00 | 76,525.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
2100 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 3,775.00 | 3,775.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
2105 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 6,400.00 | 6,400.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
2110 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 6,400.00 | 6,400.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
2115 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 4,405.00 | 4,405.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
2120 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
2125 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
2130 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 1,855.00 | 1,855.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
2135 | RETAINING WALL | 08018 | SQFT | 1,756.50 | 1,756.500 | 1,756.500 | 0.000 | 1,756.500 | 36.50 | 64,112.25 | 64,112.25 | |
2140 | CONCRETE-CLASS A (REVISED: 12-2-16) | 08100 | CUYD | 11.46 | 11.460 | 0.000 | 0.000 | 600.00 | 0.00 | |||
2145 | STEEL REINFORCEMENT | 08150 | LB | 392.00 | 392.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
2150 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 10.00 | 14.000 | 10.000 | 10.000 | 2,500.00 | 25,000.00 | |||
2155 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,059,988.00 | 1,059,988.000 | 118,912.050 | 118,912.050 | 1.00 | 118,912.05 | |||
2160 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 254,757.00 | 254,757.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
2165 | TEMPORARY PIPE | 20166ES810 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2170 | RELOCATE CONC BARRIER WALL | 20318ES508 | LF | 1,740.00 | 2,300.000 | 200.000 | 200.000 | 5.00 | 1,000.00 | |||
2175 | RELOCATE CONC BARRIER WALL (PERM) | 20318ES508 | LF | 780.00 | 780.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
2180 | LONGITUDINAL EDGE KEY | 21289ED | LF | 5,400.00 | 5,400.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
2185 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 475.00 | 475.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
2190 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 6,200.00 | 6,200.000 | 6,784.000 | 6,784.000 | 0.75 | 5,088.00 | |||
2195 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 16,400.00 | 16,400.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
2200 | INLAID PAVEMENT MARKER | 24489EC | EACH | 515.00 | 515.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
2205 | LONGITUDINAL SAW CUT 8 IN | 24530ED | LF | 5,400.00 | 5,400.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
2210 | PIPELINE INSPECTION | 24814EC | LF | 2,770.00 | 2,770.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
8004 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 65,700.000 | 6,750.000 | 6,750.000 | 0.80 | 5,400.00 | |||
8025 | TEMP SIGNAL | 04935 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 41,386.52 | 20,693.26 | |||
8038 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0003 DRAINAGE | |||||||
2215 | ENTRANCE PIPE-15 IN | 00440 | LF | 60.00 | 60.000 | 60.000 | 0.000 | 60.000 | 25.00 | 1,500.00 | 1,500.00 | |
2220 | CULVERT PIPE-18 IN | 00462 | LF | 2,185.00 | 2,185.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2225 | CULVERT PIPE-18 IN (RCP) | 00462 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
2230 | CULVERT PIPE-24 IN | 00464 | LF | 1,063.00 | 1,063.000 | 124.000 | 124.000 | 60.00 | 7,440.00 | |||
2235 | CULVERT PIPE-24 IN (RCP) | 00464 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
2240 | CULVERT PIPE-30 IN | 00466 | LF | 537.00 | 537.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
2245 | CULVERT PIPE-36 IN | 00468 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
2250 | CULVERT PIPE-36 IN (RCP) | 00468 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
2255 | CULVERT PIPE-42 IN | 00469 | LF | 314.00 | 314.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
2260 | CULVERT PIPE-42 IN (RCP) | 00469 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
2265 | CULVERT PIPE-54 IN | 00471 | LF | 254.00 | 254.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
2270 | CULVERT PIPE-54 IN (RCP) | 00471 | LF | 57.00 | 57.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
2275 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 186.00 | 186.000 | 61.000 | 61.000 | 58.00 | 3,538.00 | |||
2280 | STORM SEWER PIPE-15 IN | 00521 | LF | 709.00 | 709.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2285 | STORM SEWER PIPE-18 IN | 00522 | LF | 441.00 | 441.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
2290 | STORM SEWER PIPE-24 IN | 00524 | LF | 173.00 | 173.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
2295 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
2300 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
2305 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
2310 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
2315 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
2320 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
2325 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
2330 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
2335 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
2340 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
2345 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
2350 | CURB BOX INLET TYPE B | 01480 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
2355 | DROP BOX INLET TYPE 1 | 01490 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
2360 | DROP BOX INLET TYPE 5B | 01505 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
2365 | DROP BOX INLET TYPE 5F | 01517 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
2370 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
2375 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
2380 | JUNCTION BOX-24 IN | 01643 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
2385 | JUNCTION BOX-30 IN | 01644 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
2390 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
2395 | JUNCTION BOX-54 IN | 01648 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
2400 | JUNCTION BOX-SPECIAL | 01653 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
2405 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 68.00 | 68.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
2410 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 101.00 | 101.000 | 60.000 | 60.000 | 500.00 | 30,000.00 | |||
2415 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 151.00 | 151.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
2420 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0004 BRIDGE - KY 134 CONNECTOR- DWG. 27512 | |||||||
2425 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 91.00 | 91.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
2430 | MASONRY COATING | 02998 | SQYD | 920.00 | 920.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
2435 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2440 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 70.00 | 70.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
2445 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 160.00 | 160.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
2450 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
2455 | PILES-STEEL HP12X53 | 08046 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
2460 | PILE POINTS-12 IN | 08094 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
2465 | CONCRETE-CLASS A | 08100 | CUYD | 98.10 | 98.100 | 0.000 | 0.000 | 535.00 | 0.00 | |||
2470 | CONCRETE-CLASS AA | 08104 | CUYD | 225.60 | 225.600 | 0.000 | 0.000 | 650.00 | 0.00 | |||
2475 | STEEL REINFORCEMENT | 08150 | LB | 11,346.00 | 11,346.000 | 0.000 | 0.000 | 0.91 | 0.00 | |||
2480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 59,460.00 | 59,460.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
2485 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 844.70 | 844.700 | 0.000 | 0.000 | 235.00 | 0.00 | |||
2490 | RAIL SYSTEM TYPE III | 21532ED | LF | 426.00 | 426.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0005 BRIDGE - PARKWAY ROAD (CR 1226) - DWG. 27530 | |||||||
2495 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 334.00 | 334.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
2500 | MASONRY COATING | 02998 | SQYD | 1,484.00 | 1,484.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
2505 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 196.00 | 196.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2510 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 348.00 | 348.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
2515 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 240.00 | 240.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
2520 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 570.00 | 570.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
2525 | PRE-DRILLING FOR PILES | 08039 | LF | 480.00 | 480.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
2530 | PILES-STEEL HP12X53 | 08046 | LF | 552.00 | 552.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
2535 | PILE POINTS-12 IN | 08094 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
2540 | CONCRETE-CLASS A | 08100 | CUYD | 343.80 | 343.800 | 0.000 | 0.000 | 555.00 | 0.00 | |||
2545 | CONCRETE-CLASS AA | 08104 | CUYD | 387.40 | 387.400 | 0.000 | 0.000 | 530.00 | 0.00 | |||
2550 | STEEL REINFORCEMENT | 08150 | LB | 50,836.00 | 50,836.000 | 0.000 | 0.000 | 0.86 | 0.00 | |||
2555 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 131,662.00 | 131,662.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
2560 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 1,427.70 | 1,427.700 | 0.000 | 0.000 | 185.00 | 0.00 | |||
2565 | RAIL SYSTEM TYPE III | 21532ED | LF | 584.00 | 584.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0006 BRIDGE - KY 134W (EASTBOUND) - DWG. 27602 | |||||||
2570 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 433.00 | 433.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
2575 | MASONRY COATING | 02998 | SQYD | 1,348.00 | 1,348.000 | 337.000 | 337.000 | 7.50 | 2,527.50 | |||
2580 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 183.20 | 183.200 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2585 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 608.00 | 608.000 | 582.945 | 582.945 | 95.00 | 55,379.77 | |||
2590 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 191.00 | 191.000 | 133.343 | 133.343 | 50.00 | 6,667.15 | |||
2595 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 393.00 | 393.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
2600 | PILES-STEEL HP12X53 | 08046 | LF | 514.00 | 514.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
2605 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
2610 | CONCRETE-CLASS A | 08100 | CUYD | 356.30 | 356.300 | 301.437 | 301.437 | 495.00 | 149,211.31 | |||
2615 | CONCRETE-CLASS AA | 08104 | CUYD | 500.70 | 500.700 | 0.000 | 0.000 | 585.00 | 0.00 | |||
2620 | STEEL REINFORCEMENT | 08150 | LB | 51,591.00 | 51,591.000 | 51,398.000 | 51,398.000 | 0.82 | 42,146.36 | |||
2625 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 116,084.00 | 116,084.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
2630 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,301.00 | 1,301.000 | 550.000 | 550.000 | 235.00 | 129,250.00 | |||
2635 | RAIL SYSTEM TYPE III | 21532ED | LF | 491.00 | 491.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
8033 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 262.88 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0007 BRIDGE - KY 134W (WESTBOUND) - DWG. 27603 | |||||||
2640 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 203.00 | 203.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
2645 | MASONRY COATING | 02998 | SQYD | 952.00 | 952.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
2650 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 118.00 | 118.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2655 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 491.00 | 491.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
2660 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 44.00 | 44.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
2665 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 291.00 | 291.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
2670 | PRE-DRILLING FOR PILES | 08039 | LF | 111.00 | 111.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
2675 | PILES-STEEL HP12X53 | 08046 | LF | 408.00 | 408.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
2680 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
2685 | CONCRETE-CLASS A | 08100 | CUYD | 223.00 | 223.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
2690 | CONCRETE-CLASS AA | 08104 | CUYD | 299.90 | 299.900 | 0.000 | 0.000 | 665.00 | 0.00 | |||
2695 | STEEL REINFORCEMENT | 08150 | LB | 29,439.00 | 29,439.000 | 0.000 | 0.000 | 0.84 | 0.00 | |||
2700 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 78,813.00 | 78,813.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
2705 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 943.20 | 943.200 | 0.000 | 0.000 | 190.00 | 0.00 | |||
2710 | RAIL SYSTEM TYPE III | 21532ED | LF | 434.00 | 434.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0008 BRIDGE - KY 134 EAST- DWG. 27604 | |||||||
2715 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 753.00 | 753.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
2720 | MASONRY COATING | 02998 | SQYD | 1,896.00 | 1,896.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
2725 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 161.20 | 161.200 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2730 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 454.00 | 454.000 | 454.000 | 454.000 | 20.00 | 9,080.00 | |||
2735 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 58.00 | 58.000 | 54.710 | 54.710 | 100.00 | 5,471.00 | |||
2740 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 372.00 | 372.000 | 420.650 | 420.650 | 32.00 | 13,460.80 | |||
2745 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 581.00 | 581.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
2750 | PRE-DRILLING FOR PILES | 08039 | LF | 315.00 | 315.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
2755 | PILES-STEEL HP12X53 | 08046 | LF | 963.00 | 963.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
2760 | PILE POINTS-12 IN | 08094 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
2765 | CONCRETE-CLASS A | 08100 | CUYD | 316.40 | 316.400 | 113.000 | 113.000 | 515.00 | 58,195.00 | |||
2770 | CONCRETE-CLASS AA | 08104 | CUYD | 574.20 | 574.200 | 0.000 | 0.000 | 590.00 | 0.00 | |||
2775 | STEEL REINFORCEMENT | 08150 | LB | 34,958.00 | 34,958.000 | 16,445.000 | 16,445.000 | 0.83 | 13,649.35 | |||
2780 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 147,610.00 | 147,610.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
2785 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,008.10 | 2,008.100 | 0.000 | 0.000 | 230.00 | 0.00 | |||
2790 | RAIL SYSTEM TYPE III | 21532ED | LF | 812.00 | 812.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
8030 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 262.88 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0009 BRIDGE - CULVERT #1 -STA. 3111+46.70 - DWG. 27509 | |||||||
2795 | GRANULAR EMBANKMENT | 02223 | CUYD | 45.00 | 45.000 | 34.467 | 34.467 | 22.00 | 758.27 | |||
2800 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 8.50 | 8.500 | 0.000 | 0.000 | 150.00 | 0.00 | |||
2805 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 6.00 | 6.000 | 2.560 | 2.560 | 100.00 | 256.00 | |||
2810 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
2815 | CONCRETE-CLASS A | 08100 | CUYD | 129.70 | 129.700 | 129.700 | 129.700 | 540.00 | 70,038.00 | |||
2820 | STEEL REINFORCEMENT | 08150 | LB | 10,149.00 | 10,149.000 | 10,149.000 | 10,149.000 | 0.79 | 8,017.71 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0010 BRIDGE - CULVERT #2 - STA.3133+16.85 - DWG. 27510 | |||||||
2825 | GRANULAR EMBANKMENT | 02223 | CUYD | 91.00 | 91.000 | 126.783 | 126.783 | 22.00 | 2,789.22 | |||
2830 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 44.30 | 44.300 | 44.300 | 44.300 | 150.00 | 6,645.00 | |||
2835 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
2840 | CONCRETE-CLASS A | 08100 | CUYD | 235.40 | 235.400 | 235.400 | 235.400 | 495.00 | 116,523.00 | |||
2845 | STEEL REINFORCEMENT | 08150 | LB | 29,450.00 | 29,450.000 | 29,450.000 | 29,450.000 | 0.79 | 23,265.50 | |||
8021 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 0.00 | 75.780 | 75.780 | 75.780 | 100.00 | 7,578.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0011 BRIDGE - CULVERT #3 - STA. 47+00 - DWG. 27511 | |||||||
2850 | GRANULAR EMBANKMENT | 02223 | CUYD | 19.00 | 19.000 | 34.347 | 34.347 | 22.00 | 755.63 | |||
2855 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 83.00 | 286.170 | 286.170 | 286.170 | 70.00 | 20,031.90 | |||
2860 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
2865 | CONCRETE-CLASS A | 08100 | CUYD | 204.30 | 204.300 | 204.300 | 204.300 | 465.00 | 94,999.50 | |||
2870 | STEEL REINFORCEMENT | 08150 | LB | 18,185.00 | 18,185.000 | 18,183.000 | 18,183.000 | 0.79 | 14,364.57 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0012 SIGNING | |||||||
2875 | GMSS GALV STEEL TYPE A | 06400 | LB | 3,714.00 | 3,714.000 | 0.000 | 0.000 | 3.95 | 0.00 | |||
2880 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,202.00 | 1,202.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
2885 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 115.00 | 115.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
2890 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 664.00 | 664.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
2895 | STEEL POST TYPE 1 | 06410 | LF | 2,133.00 | 2,133.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
2900 | STEEL POST MILE MARKERS | 06412 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
2905 | GMSS GALV STEEL TYPE C | 06441 | LB | 4,593.00 | 4,593.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
2910 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
2915 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
2920 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,038.00 | 1,038.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
2925 | ROADWAY CROSS SECTION | 20419ND | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
2930 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
2935 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
2940 | BARCODE SIGN INVENTORY | 24631EC | EACH | 91.00 | 91.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0013 WATERLINE - MORGAN 10-126.60 | |||||||
2945 | W DIRECTIONAL BORE (12 IN HDPE CASING PIPE) | 14004 | LF | 600.00 | 0.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
2950 | W DIRECTIONAL BORE (CREEK CROSSING) | 14004 | LF | 240.00 | 90.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
2955 | W ENCASEMENT STEEL BORED RANGE 3 (10 IN CASING PIPE) | 14008 | LF | 50.00 | 50.000 | 60.000 | 60.000 | 125.00 | 7,500.00 | |||
2960 | W FIRE HYDRANT ASSEMBLY (3 NOZZLE BLOWOFF) | 14019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
2965 | W PIPE PVC 06 INCH (SDR - 17) | 14059 | LF | 1,395.00 | 0.000 | 0.000 | 0.000 | 9.29 | 0.00 | |||
2970 | W PIPE POLYETHYLENE/PLASTIC 06 INCH (HDPE DR-9) | 14069 | LF | 620.00 | 2,015.000 | 1,975.000 | 1,975.000 | 18.70 | 36,932.50 | |||
2975 | W TIE-IN SPECIAL (CONNECTION TO EXISTING WATER LINE - ALL | 14101 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,900.00 | 11,600.00 | |||
8001 | DIRECTIONAL BORE HDPE 10" Casing Pipe | 22668EN | LF | 0.00 | 600.000 | 675.000 | 675.000 | 132.00 | 89,100.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0014 DEMOBILIZATION &/OR MOBILIZATION | |||||||
2980 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
2985 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 229,000.00 | 0.00 | |||
Project | DE08890091669 | Fed/State Project Number | NHPP 0061 (068) | Category | 0015 TRAINEES | |||||||
2990 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER (REVISED: 12-2-16) | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
2995 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
SUBTOT | $294,608.94 |
$17,546,174.59 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2455-1-0I |
PILES | LF |
140.00 | 0006 | $18.650000 | $2,611.00 | ||||||
2460-1-0I |
PILE POINTS | EACH |
4.00 | 0006 | $69.420000 | $277.68 | ||||||
2530-1-0I |
PILES | LF |
552.00 | 0006 | $18.650000 | $10,294.80 | ||||||
2535-1-0I |
PILE POINTS | EACH |
24.00 | 0006 | $69.420000 | $1,666.08 | ||||||
2600-1-0I |
PILES | LF |
514.00 | 0006 | $18.650000 | $9,586.10 | ||||||
2605-1-0I |
PILE POINTS | EACH |
22.00 | 0006 | $69.420000 | $1,527.24 | ||||||
2675-1-0I |
PILES | LF |
408.00 | 0006 | $18.650000 | $7,609.20 | ||||||
2680-1-0I |
PILE POINTS | EACH |
18.00 | 0006 | $69.420000 | $1,249.56 | ||||||
2755-1-0I |
PILES | LF |
963.00 | 0006 | $18.650000 | $17,959.95 | ||||||
2760-1-0I |
PILE POINTS | EACH |
36.00 | 0006 | $69.420000 | $2,499.12 | ||||||
2560-1-0I |
BOX BEAM, B | LF |
713.85 | 0013 | $125.600000 | $89,659.56 | ||||||
2820-1-0I |
STEEL REINUN 615GR60 | LB |
10,149.00 | 0017 | $0.330000 | $3,349.17 | ||||||
2845-1-0I |
STEEL REINUN 615GR60 | LB |
29,450.00 | 0017 | $0.330000 | $9,718.50 | ||||||
2485-1-0I |
I BEAM, TYPE 4 | LF |
844.70 | 0018 | $163.400000 | $138,023.98 | ||||||
2135-1-0I |
RETAINING WALL | SQFT |
1,756.50 | 0024 | $12.620000 | $22,167.03 | ||||||
2215-1-0I |
PIPE, CMP 1.63 MM | LF |
60.00 | 0024 | $9.320000 | $559.20 | ||||||
2275-1-0I |
PIPE, ALUM ARCH CUL | LF |
186.00 | 0024 | $17.060000 | $3,173.16 | ||||||
2405-1-0I |
PIPE, STEEL ENCASEME | LF |
68.00 | 0024 | $63.390000 | $4,310.52 | ||||||
2415-1-0I |
PIPE, STEEL ENCASEME | LF |
151.00 | 0024 | $50.350000 | $7,602.85 | ||||||
2630-1-0I |
I BEAM, TYPE 4 | LF |
1,301.00 | 0025 | $166.410000 | $216,499.41 | ||||||
2785-1-0I |
I BEAM, TYPE 4 | LF |
1,004.06 | 0025 | $165.000000 | $165,669.90 | ||||||
2135-2-0I |
RETAINING WALL | SQFT |
1,756.50 | 0027 | $18.680000 | $32,811.42 | ||||||
2620-1-0I |
STEEL REINUN 615GR60 | LB |
22,513.00 | 0030 | $0.330000 | $7,429.29 | ||||||
2775-1-0I |
STEEL REINUN 615GR60 | LB |
13,326.00 | 0030 | $0.330000 | $4,397.58 | ||||||
2550-1-0I |
STEEL REINUN 615GR60 | LB |
20,986.00 | 0035 | $0.330000 | $6,925.38 | ||||||
2555-1-0I |
STL REINEXCO 615GR60 | LB |
1,582.00 | 0035 | $0.420000 | $664.44 | ||||||
2845-1-0A |
STEEL REINUN 615GR60 | LB |
11,392.00 | 0017 | $0.330000 | $-3,759.36 | ||||||
2845-1-0A |
STEEL REINUN 615GR60 | LB |
18,058.00 | 0018 | $0.330000 | $-5,959.14 | ||||||
2820-1-0A |
STEEL REINUN 615GR60 | LB |
7,981.00 | 0019 | $0.330000 | $-2,633.73 | ||||||
2820-1-0A |
STEEL REINUN 615GR60 | LB |
1,252.00 | 0020 | $0.330000 | $-413.16 | ||||||
2820-1-0A |
STEEL REINUN 615GR60 | LB |
916.00 | 0021 | $0.330000 | $-302.28 | ||||||
2405-1-0A |
PIPE, STEEL ENCASEME | LF |
66.00 | 0025 | $63.390000 | $-4,183.74 | ||||||
2405-1-0A |
PIPE, STEEL ENCASEME | LF |
-66.00 | 0029 | $63.390000 | $4,183.74 | ||||||
2775-1-0A |
STEEL REINUN 615GR60 | LB |
10,622.00 | 0031 | $0.330000 | $-3,505.26 | ||||||
2775-1-0A |
STEEL REINUN 615GR60 | LB |
2,704.00 | 0032 | $0.330000 | $-892.32 | ||||||
2620-1-0A |
STEEL REINUN 615GR60 | LB |
7,765.00 | 0033 | $0.330000 | $-2,562.45 | ||||||
2620-1-0A |
STEEL REINUN 615GR60 | LB |
6,404.00 | 0034 | $0.330000 | $-2,113.32 | ||||||
2620-1-0A |
STEEL REINUN 615GR60 | LB |
8,344.00 | 0035 | $0.330000 | $-2,753.52 | ||||||
2275-1-0A |
PIPE, ALUM ARCH CUL | LF |
61.00 | 0038 | $17.060000 | $-1,040.66 | ||||||
2630-1-0A |
I BEAM, TYPE 4 | LF |
550.00 | 0038 | $166.410000 | $-91,525.50 | ||||||
2135-2-0A |
RETAINING WALL | SQFT |
1,756.50 | 0039 | $18.680000 | -32,811.42 | $-32,811.42 | |||||
2215-1-0A |
PIPE, CMP 1.63 MM | LF |
60.00 | 0039 | $9.320000 | -559.20 | $-559.20 | |||||
2135-10C |
RETAINING WALL | SQFT |
0.00 | 0027 | $12.620000 | $-22,167.03 | ||||||
SUBTOT | $595,243.77 |
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | 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 | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0001 PAVING | |||||||
3000 | CRUSHED STONE BASE | 00003 | TON | 28,889.00 | 28,889.000 | 1,322.310 | 103.760 | 1,426.070 | 26.00 | 34,380.06 | 37,077.82 | |
3005 | LEVELING & WEDGING PG64-22 | 00190 | TON | 5,478.00 | 5,478.000 | 0.000 | 0.000 | 79.50 | 0.00 | |||
3010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,427.00 | 4,427.000 | 0.000 | 0.000 | 69.70 | 0.00 | |||
3015 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 18,688.00 | 18,688.000 | 0.000 | 0.000 | 69.70 | 0.00 | |||
3020 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,652.00 | 1,652.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
3025 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,457.00 | 3,457.000 | 0.000 | 0.000 | 79.50 | 0.00 | |||
3030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 596.00 | 596.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
3035 | ASPHALT SEAL AGGREGATE | 00100 | TON | 352.80 | 352.800 | 0.000 | 0.000 | 90.00 | 0.00 | |||
3040 | ASPHALT SEAL COAT | 00103 | TON | 42.30 | 42.300 | 0.000 | 0.000 | 585.00 | 0.00 | |||
3045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 125.00 | 125.000 | 759.600 | 759.600 | 30.00 | 22,788.00 | |||
3600 | MOBILIZATION FOR MILL & TEXT (MORGAN 10-126.70) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
8009 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 150.000 | 234.550 | 234.550 | 30.00 | 7,036.50 | |||
8016 | JOINT ADHESIVE | 20071EC | LF | 0.00 | 32,445.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0002 ROADWAY | |||||||
3050 | PERFORATED PIPE-8 IN | 01002 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
3055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
3060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
3065 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
3070 | TEMP DITCH | 02159 | LF | 5,719.00 | 5,719.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3075 | CLEAN TEMP DITCH | 02160 | LF | 2,860.00 | 2,860.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3080 | ROADWAY EXCAVATION | 02200 | CUYD | 593,249.00 | 593,249.000 | 593,249.000 | 593,249.000 | 3.70 | 2,195,021.30 | |||
3085 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 2,166.00 | 2,166.000 | 1,600.000 | 1,600.000 | 5.00 | 8,000.00 | |||
3090 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 16,259.00 | 8,675.000 | 5,847.000 | 5,847.000 | 5.00 | 29,235.00 | |||
3095 | REMOVE FENCE | 02265 | LF | 8,060.00 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
3100 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,050.00 | 5,050.000 | 0.000 | 0.000 | 14.30 | 0.00 | |||
3105 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 35.00 | 70.00 | |||
3110 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
3115 | REMOVE GUARDRAIL | 02381 | LF | 4,929.50 | 4,929.500 | 2,578.000 | 2,578.000 | 1.30 | 3,351.40 | |||
3120 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 688.00 | 688.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
3125 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 125.00 | 2,250.00 | |||
3130 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
3135 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,857.00 | 1,857.000 | 1,908.400 | 1,908.400 | 5.00 | 9,542.00 | |||
3140 | CLEARING AND GRUBBING (APPROXIMATELY 68 ACRES, MORGAN 126.70) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 164,000.00 | 164,000.00 | |||
3145 | EDGE KEY | 02585 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
3150 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 104,538.00 | 52,269.000 | 4,316.000 | 4,316.000 | 0.80 | 3,452.80 | |||
3155 | RETAINING WALL-GABION | 02610 | CUYD | 49.00 | 49.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
3160 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,635.00 | 4,635.000 | 3,106.000 | 3,106.000 | 2.00 | 6,212.00 | |||
3165 | SAFELOADING | 02690 | CUYD | 24.80 | 24.800 | 12.500 | 12.500 | 275.00 | 3,437.50 | |||
3170 | SHOULDER RUMBLE STRIPS | 02696 | LF | 34,268.00 | 34,268.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
3175 | TEMP SILT FENCE | 02701 | LF | 5,719.00 | 5,719.000 | 4,225.000 | 4,225.000 | 3.00 | 12,675.00 | |||
3180 | SILT TRAP TYPE A | 02703 | EACH | 71.00 | 71.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
3185 | SILT TRAP TYPE B | 02704 | EACH | 71.00 | 71.000 | 73.000 | 73.000 | 125.00 | 9,125.00 | |||
3190 | SILT TRAP TYPE C | 02705 | EACH | 71.00 | 71.000 | 9.000 | 9.000 | 150.00 | 1,350.00 | |||
3195 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 71.00 | 71.000 | 4.000 | 4.000 | 1.00 | 4.00 | |||
3200 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 71.00 | 71.000 | 10.000 | 10.000 | 1.00 | 10.00 | |||
3205 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 71.00 | 71.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3210 | STAKING (MORGAN 126.70) | 02726 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 20,000.00 | 13,000.00 | |||
3215 | EROSION CONTROL BLANKET | 05950 | SQYD | 20,332.00 | 20,332.000 | 2,500.000 | 88,600.000 | 91,100.000 | 1.00 | 2,500.00 | 91,100.00 | |
3220 | TEMP MULCH | 05952 | SQYD | 224,364.00 | 224,364.000 | 55,660.000 | 55,660.000 | 0.15 | 8,349.00 | |||
3225 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 168,274.00 | 168,274.000 | 24,200.000 | 24,200.000 | 0.16 | 3,872.00 | |||
3230 | INITIAL FERTILIZER | 05963 | TON | 5.80 | 5.800 | 5.763 | 5.763 | 600.00 | 3,457.80 | |||
3235 | 20-10-10 FERTILIZER | 05964 | TON | 9.70 | 9.700 | 0.000 | 0.000 | 800.00 | 0.00 | |||
3240 | SEEDING AND PROTECTION | 05985 | SQYD | 241,904.00 | 241,904.000 | 2,450.000 | 15,109.000 | 17,559.000 | 0.31 | 759.50 | 5,443.29 | |
3245 | AGRICULTURAL LIMESTONE | 05992 | TON | 116.90 | 116.900 | 0.000 | 0.000 | 55.00 | 0.00 | |||
3250 | FUEL ADJUSTMENT | 10020NS | DOLL | 165,453.00 | 165,453.000 | 40,154.500 | 40,154.500 | 1.00 | 40,154.50 | |||
3255 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 131,761.00 | 131,761.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3260 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,978.00 | 1,978.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
3265 | PIPELINE INSPECTION | 24814EC | LF | 1,843.00 | 1,843.000 | 1,432.000 | 1,432.000 | 2.15 | 3,078.80 | |||
3625 | REMOVE STRUCTURE PARCEL 26(WELL HOUSE) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
3630 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
8005 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 52,269.000 | 38,613.990 | 38,613.990 | 0.80 | 30,891.19 | |||
8014 | SAW CUT | 20430ED | LF | 0.00 | 8,111.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
8018 | REMOVE & REPLACE FENCE | 02268 | LF | 0.00 | 7,584.000 | 2,898.000 | 895.000 | 3,793.000 | 7.20 | 20,865.60 | 27,309.60 | |
8023 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 27.000 | 23.040 | 23.040 | 275.00 | 6,336.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0003 DRAINAGE | |||||||
3270 | ENTRANCE PIPE-18 IN | 00441 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 32.00 | 1,120.00 | |||
3275 | CULVERT PIPE-36 IN | 00468 | LF | 633.00 | 633.000 | 572.000 | 572.000 | 99.00 | 56,628.00 | |||
3280 | CULVERT PIPE-48 IN | 00470 | LF | 87.00 | 87.000 | 87.000 | 87.000 | 158.00 | 13,746.00 | |||
3285 | STORM SEWER PIPE-18 IN | 00522 | LF | 467.00 | 467.000 | 392.000 | 392.000 | 61.00 | 23,912.00 | |||
3290 | STORM SEWER PIPE-24 IN | 00524 | LF | 167.00 | 98.000 | 71.000 | 71.000 | 68.00 | 4,828.00 | |||
3295 | STORM SEWER PIPE-30 IN | 00526 | LF | 547.00 | 456.000 | 30.000 | 342.000 | 372.000 | 80.00 | 2,400.00 | 29,760.00 | |
3300 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 900.00 | 3,600.00 | |||
3305 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
3310 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2.000 | 2,500.00 | 2,500.00 | 5,000.00 | |
3315 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 2,800.00 | 19,600.00 | |||
3320 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
3325 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
3330 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
3335 | DROP BOX INLET TYPE 2 | 01493 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,400.00 | 5,600.00 | |||
3340 | DROP BOX INLET TYPE 5B | 01505 | EACH | 6.00 | 7.000 | 7.000 | 7.000 | 3,800.00 | 26,600.00 | |||
3345 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
3350 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 490.00 | 0.00 | |||
3355 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
3360 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
3365 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
3370 | PERFORATED PIPE-4 IN | 01000 | LF | 2,663.00 | 2,663.000 | 281.000 | 281.000 | 8.00 | 2,248.00 | |||
3375 | DROP BOX INLET TYPE 5B MOD | 01506 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
8019 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 0.00 | 88.000 | 88.000 | 88.000 | 500.00 | 44,000.00 | |||
8020 | JUNCTION BOX-30 IN | 01644 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,800.00 | 1,800.00 | 1,800.00 | |
8028 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 0.00 | 66.000 | 66.000 | 66.000 | 400.00 | 26,400.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0004 ROADWAY - MOT | |||||||
3380 | TEMPORARY SIGNS | 02562 | SQFT | 178.00 | 178.000 | 200.000 | 200.000 | 10.00 | 2,000.00 | |||
3385 | MAINTAIN & CONTROL TRAFFIC (MORGAN 126.70) | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 26,240.00 | 13,120.00 | |||
3390 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
3395 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 6,160.00 | 6,160.000 | 5,620.000 | 5,620.000 | 20.00 | 112,400.00 | |||
3400 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 37,056.00 | 37,056.000 | 5,607.000 | 5,607.000 | 0.16 | 897.12 | |||
3405 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 2,500.00 | 17,500.00 | |||
3410 | CROSSOVER (TEMP ALTERNATE EAST END TIE-IN, MORGAN | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0005 BRIDGE- CULVERT - DWG. 27086 | |||||||
3415 | CONCRETE-CLASS A | 08100 | CUYD | 207.00 | 207.000 | 207.000 | 207.000 | 460.00 | 95,220.00 | |||
3420 | STEEL REINFORCEMENT | 08150 | LB | 12,349.00 | 12,349.000 | 12,349.000 | 12,349.000 | 0.79 | 9,755.71 | |||
3425 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 6.00 | 6.000 | 162.250 | 162.250 | 100.00 | 16,225.00 | |||
3430 | FOUNDATION PREPARATION MORGAN | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
3435 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 3.00 | 3.000 | 5.350 | 5.350 | 150.00 | 802.50 | |||
3440 | GRANULAR EMBANKMENT | 02223 | CUYD | 149.00 | 149.000 | 104.339 | 104.339 | 22.00 | 2,295.45 | |||
8007 | PLUG MANHOLE | 20242NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0006 SIGNING | |||||||
3445 | GMSS GALV STEEL TYPE C | 06441 | LB | 3,065.70 | 3,065.700 | 0.000 | 0.000 | 6.00 | 0.00 | |||
3450 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 460.00 | 460.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
3455 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 80.00 | 80.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
3460 | MILE MARKER | 30012 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
3465 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 10.19 | 10.190 | 0.000 | 0.000 | 500.00 | 0.00 | |||
3470 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 440.00 | 440.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
3475 | STEEL POST TYPE 1 | 06410 | LF | 112.00 | 112.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
3480 | GMSS TYPE D | 21596ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
3485 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
3490 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 133.00 | 133.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
3495 | BARCODE SIGN INVENTORY | 24631EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
3500 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 36,526.00 | 36,526.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
3505 | INLAID PAVEMENT MARKER | 24489EC | EACH | 204.00 | 204.000 | 0.000 | 0.000 | 39.50 | 0.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0007 WATERLINE - MORGAN 10-126.70 | |||||||
3510 | W PIPE PVC 06 INCH SDR - 17 | 14059 | LF | 2,640.00 | 2,640.000 | 2,260.000 | 2,260.000 | 9.29 | 20,995.40 | |||
3515 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 400.00 | 400.000 | 400.000 | 400.000 | 24.00 | 9,600.00 | |||
3520 | W PIPE PVC 03 INCH SDR - 17 | 14057 | LF | 2,930.00 | 2,930.000 | 2,610.000 | 2,610.000 | 4.48 | 11,692.80 | |||
3525 | W PIPE POLYETHYLENE/PLASTIC 03 INCH HDPE DR 9 | 14067 | LF | 440.00 | 440.000 | 440.000 | 440.000 | 6.50 | 2,860.00 | |||
3530 | W ENCASEMENT STEEL BORED RANGE 3 10 IN STEEL | 14008 | LF | 95.00 | 95.000 | 165.000 | 165.000 | 120.00 | 19,800.00 | |||
3535 | W ENCASEMENT STEEL OPEN CUT RANGE 3 10 IN STEEL | 14014 | LF | 20.00 | 20.000 | 110.000 | 110.000 | 60.00 | 6,600.00 | |||
3540 | W DIRECTIONAL BORE 8 IN HDPE CASING PIPE | 14004 | LF | 325.00 | 325.000 | 325.000 | 325.000 | 119.00 | 38,675.00 | |||
3545 | W ENCASEMENT STEEL OPEN CUT RANGE 2 8 IN STEEL | 14013 | LF | 310.00 | 310.000 | 195.000 | 195.000 | 55.00 | 10,725.00 | |||
3550 | W DIRECTIONAL BORE CREEK CROSSING | 14004 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
3555 | W FIRE HYDRANT ASSEMBLY 3 INCH NOZZLE BLOWOFF | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
3560 | W FLUSHING ASSEMBLY 3 INCH BLOWOFF | 14023 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
3565 | W CAP EXISTING MAIN 3 IN CUT AND CAP | 14003 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
3570 | W METER ADJUST RECONNECT TO EXIST SERVICE | 14029 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
3575 | ASPHALT PAVING REPLACEMENT 140 LF | 21233ED | LF | 140.00 | 140.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
3580 | GRAVEL REPLACEMENT DRIVEWAYS 40 LF | 24441EC | LF | 40.00 | 40.000 | 60.000 | 60.000 | 15.00 | 900.00 | |||
3585 | W TIE-IN SPECIAL VARIOUS TYPES | 14101 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
3605 | W SERV PE/PLST SHORT SIDE 3/4 IN INST (APPROXIMATELY 150 LF) | 14571 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
3610 | W METER 3/4 INCH | 14028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
3615 | W METER SPECIAL (SALVAGE) | 14131 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
3590 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
3595 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 229,000.00 | 0.00 | |||
Project | DE08890091670 | Fed/State Project Number | NHPP 0061 (067) | Category | 0009 TRAINEES | |||||||
3620 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
SUBTOT | $65,205.16 |
$21,702,786.08 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
3420-1-0I |
STEEL REINUN 615GR60 | LB |
12,349.00 | 0007 | $0.340000 | $4,198.66 | ||||||
3420-1-0A |
STEEL REINUN 615GR60 | LB |
6,205.00 | 0007 | $0.340000 | $-2,109.70 | ||||||
3420-1-0A |
STEEL REINUN 615GR60 | LB |
5,649.00 | 0008 | $0.340000 | $-1,920.66 | ||||||
3420-1-0A |
STEEL REINUN 615GR60 | LB |
495.00 | 0009 | $0.340000 | $-168.30 | ||||||
SUBTOT | $0.00 |
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | 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 | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0001 PAVING | |||||||
3635 | CRUSHED STONE BASE | 00003 | TON | 47,261.00 | 47,261.000 | 2,522.890 | 0.000 | 2,522.890 | 26.00 | 65,595.14 | 65,595.14 | |
3640 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,274.00 | 2,274.000 | 0.000 | 0.000 | 79.50 | 0.00 | |||
3645 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,982.00 | 3,982.000 | 0.000 | 0.000 | 69.70 | 0.00 | |||
3650 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 30,124.00 | 30,124.000 | 1,702.010 | 0.000 | 1,702.010 | 69.70 | 118,630.09 | 118,630.09 | |
3655 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,488.00 | 1,488.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
3660 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 4,556.00 | 4,556.000 | 0.000 | 0.000 | 79.50 | 0.00 | |||
3665 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,079.00 | 1,079.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
3670 | ASPHALT SEAL AGGREGATE | 00100 | TON | 371.30 | 371.300 | 0.000 | 0.000 | 90.00 | 0.00 | |||
3675 | ASPHALT SEAL COAT | 00103 | TON | 44.50 | 44.500 | 0.000 | 0.000 | 585.00 | 0.00 | |||
3680 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 125.00 | 125.000 | 813.420 | 813.420 | 30.00 | 24,402.60 | |||
5025 | MOBILIZATION FOR MILL & TEXT (WOLFE 10-126.70) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
8010 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 150.000 | 25.250 | 79.990 | 105.240 | 30.00 | 757.50 | 3,157.20 | |
8015 | JOINT ADHESIVE | 20071EC | LF | 0.00 | 28,950.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0002 ROADWAY | |||||||
3685 | PERFORATED PIPE-8 IN | 01002 | LF | 250.00 | 250.000 | 360.000 | 360.000 | 20.00 | 7,200.00 | |||
3690 | ISLAND CURB AND GUTTER | 01825 | LF | 757.00 | 757.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
3695 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 221.00 | 221.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
3700 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 77.00 | 77.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
3705 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
3710 | REMOVE PAVEMENT | 02091 | SQYD | 4,459.00 | 4,459.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
3715 | TEMP DITCH | 02159 | LF | 8,980.00 | 8,980.000 | 700.000 | 700.000 | 1.00 | 700.00 | |||
3720 | CLEAN TEMP DITCH | 02160 | LF | 4,494.00 | 4,494.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3725 | ROADWAY EXCAVATION | 02200 | CUYD | 496,102.00 | 496,102.000 | 454,861.000 | 454,861.000 | 3.70 | 1,682,985.70 | |||
3730 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 3,402.00 | 3,402.000 | 2,000.000 | 2,000.000 | 5.00 | 10,000.00 | |||
3735 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 12,673.00 | 10,808.000 | 957.000 | 957.000 | 5.00 | 4,785.00 | |||
3740 | REMOVE FENCE | 02265 | LF | 1,395.00 | 0.000 | 1,915.000 | 1,915.000 | 2.00 | 3,830.00 | |||
3745 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 12,314.30 | 12,314.300 | 0.000 | 0.000 | 14.30 | 0.00 | |||
3750 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 24.25 | 0.00 | |||
3755 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 15.00 | 15.000 | 2.000 | 2.000 | 35.00 | 70.00 | |||
3760 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
3765 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
3770 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
3775 | REMOVE GUARDRAIL | 02381 | LF | 11,537.00 | 11,537.000 | 1,162.500 | 4,461.500 | 5,624.000 | 1.30 | 1,511.25 | 7,311.20 | |
3780 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
3785 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
3790 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 125.00 | 3,500.00 | |||
3795 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
3800 | CHANNEL LINING CLASS IV | 02488 | CUYD | 10,918.00 | 10,918.000 | 790.000 | 3,376.000 | 4,166.000 | 5.00 | 3,950.00 | 20,830.00 | |
3805 | CLEARING AND GRUBBING (APPROXIMATELY 86 ACRES, WOLFE 10-126.70 | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 207,000.00 | 207,000.00 | |||
3810 | EDGE KEY | 02585 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
3815 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 11,205.00 | 11,205.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
3820 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 118,171.00 | 59,086.000 | 2,310.000 | 2,310.000 | 0.80 | 1,848.00 | |||
3825 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,945.00 | 4,945.000 | 227.000 | 1,640.500 | 1,867.500 | 2.00 | 454.00 | 3,735.00 | |
3830 | SAFELOADING | 02690 | CUYD | 92.50 | 92.500 | 0.000 | 0.000 | 275.00 | 0.00 | |||
3835 | SHOULDER RUMBLE STRIPS | 02696 | LF | 37,180.00 | 37,180.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
3840 | TEMP SILT FENCE | 02701 | LF | 8,980.00 | 8,980.000 | 9,110.000 | 9,110.000 | 3.00 | 27,330.00 | |||
3845 | SILT TRAP TYPE A | 02703 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
3850 | SILT TRAP TYPE B | 02704 | EACH | 86.00 | 86.000 | 10.000 | 10.000 | 125.00 | 1,250.00 | |||
3855 | SILT TRAP TYPE C | 02705 | EACH | 86.00 | 86.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
3860 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3865 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 86.00 | 86.000 | 3.000 | 3.000 | 1.00 | 3.00 | |||
3870 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3875 | STAKING (WOLFE 10-126.70) | 02726 | LS | 1.00 | 1.000 | 0.650 | 0.650 | 50,000.00 | 32,500.00 | |||
3880 | REMOVE STRUCTURE (KY 205 BRIDGE OVER STATE ROAD FORK, WOL | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 54,000.00 | 0.00 | |||
3885 | REMOVE STRUCTURE (MT PKWY BRIDGE OVER KY 205, WOLFE 10-12 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 78,000.00 | 0.00 | |||
3890 | REMOVE STRUCTURE (MT PKWY BRIDGE OVER RED RIVER, WOLFE 10 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 66,000.00 | 0.00 | |||
3895 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
3900 | EROSION CONTROL BLANKET | 05950 | SQYD | 31,929.00 | 31,929.000 | 2,900.000 | 40,747.000 | 43,647.000 | 1.00 | 2,900.00 | 43,647.00 | |
3905 | TEMP MULCH | 05952 | SQYD | 274,373.00 | 274,373.000 | 66,468.000 | 66,468.000 | 0.15 | 9,970.20 | |||
3910 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 205,781.00 | 205,781.000 | 24,280.000 | 24,280.000 | 0.16 | 3,884.80 | |||
3915 | INITIAL FERTILIZER | 05963 | TON | 7.40 | 7.400 | 0.275 | 2.771 | 3.046 | 600.00 | 165.00 | 1,827.60 | |
3920 | 20-10-10 FERTILIZER | 05964 | TON | 12.30 | 12.300 | 0.000 | 0.000 | 800.00 | 0.00 | |||
3925 | SEEDING AND PROTECTION | 05985 | SQYD | 291,723.00 | 291,723.000 | 12,280.000 | 9,680.000 | 21,960.000 | 0.31 | 3,806.80 | 6,807.60 | |
3930 | AGRICULTURAL LIMESTONE | 05992 | TON | 14.30 | 14.300 | 0.000 | 0.000 | 55.00 | 0.00 | |||
3935 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 832.00 | 832.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
3940 | FUEL ADJUSTMENT | 10020NS | DOLL | 168,865.00 | 168,865.000 | 43,039.570 | 43,039.570 | 1.00 | 43,039.57 | |||
3945 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 165,931.00 | 165,931.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
3950 | LONGITUDINAL EDGE KEY | 21289ED | LF | 686.00 | 686.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
3955 | PIPELINE INSPECTION | 24814EC | LF | 2,190.00 | 2,190.000 | 298.000 | 298.000 | 2.15 | 640.70 | |||
5030 | CONCRETE-CLASS AA (ADDED: 12-2-16) | 08104 | CUYD | 1.53 | 1.530 | 0.000 | 0.000 | 800.00 | 0.00 | |||
8006 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 59,085.000 | 64,324.000 | 64,324.000 | 0.80 | 51,459.20 | |||
8013 | SAW CUT | 20430ED | LF | 0.00 | 3,287.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
8017 | REMOVE & REPLACE FENCE | 02268 | LF | 0.00 | 1,865.000 | 756.000 | 0.000 | 756.000 | 7.20 | 5,443.20 | 5,443.20 | |
8024 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 23.000 | 6.480 | 6.480 | 275.00 | 1,782.00 | |||
8037 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0003 ROADWAY - MOT | |||||||
4120 | DGA BASE (6-IN) | 00001 | TON | 3,699.00 | 3,699.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
4125 | CL2 ASPH BASE 1.00D PG64-22 (3-IN) | 00212 | TON | 1,728.00 | 1,728.000 | 0.000 | 0.000 | 79.00 | 0.00 | |||
4130 | CL2 ASPH SURF 0.38B PG64-22 (1.25-IN) | 00307 | TON | 704.00 | 704.000 | 0.000 | 0.000 | 89.75 | 0.00 | |||
4135 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,900.00 | 1,900.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
4140 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
4145 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
4150 | REMOVE GUARDRAIL | 02381 | LF | 2,475.50 | 2,475.500 | 0.000 | 0.000 | 1.30 | 0.00 | |||
4155 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
4160 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
4165 | TEMP GUARDRAIL | 02397 | LF | 2,475.50 | 2,475.500 | 0.000 | 0.000 | 5.20 | 0.00 | |||
4170 | TEMPORARY SIGNS | 02562 | SQFT | 734.00 | 734.000 | 558.000 | 558.000 | 10.00 | 5,580.00 | |||
4175 | MAINTAIN & CONTROL TRAFFIC WOLFE | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,000.00 | 0.00 | |||
4180 | DIVERSIONS (BY-PASS DETOURS) (PHASE I, WOLFE 10-126.70) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
4185 | DIVERSIONS (BY-PASS DETOURS) (KY-205, WOLFE 10-126.70) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
4190 | DIVERSIONS (BY-PASS DETOURS) (TEMP RAMP B, WOLFE 10-126.70) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
4195 | DIVERSIONS (BY-PASS DETOURS) (PHASE III, WOLFE 10-126.70) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
4200 | DIVERSIONS (BY-PASS DETOURS) (PHASE III KY-205, WOLFE 10-126.70) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
4205 | CROSSOVER (PHASE II, WOLFE 10-126.70) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
4210 | CROSSOVER (PHASE III, WOLFE 10-126.70) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
4215 | CROSSOVER (TEMP RAMP C, WOLFE 10-126.70) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
4220 | CROSSOVER (PHASE IV, WOLFE 10-126.70) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
4225 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
4230 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
4235 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 560.00 | 560.000 | 960.000 | 960.000 | 20.00 | 19,200.00 | |||
4240 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
4245 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,702.00 | 20,702.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
4250 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 77,304.00 | 77,304.000 | 7,252.000 | 7,252.000 | 0.16 | 1,160.32 | |||
4255 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 163.00 | 163.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
4260 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 9,769.00 | 9,769.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
4265 | PAVE STRIPING REMOVAL-12 IN | 06533 | LF | 163.00 | 163.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
4270 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 134.00 | 134.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
4275 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 452.00 | 452.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
4280 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
4285 | CRASH CUSHION TY VII CLASS B TL3 | 08907 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
4290 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,399.00 | 1,399.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
4295 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
4300 | TEMPORARY LIGHTING (WOLFE 10-126.70) | 20454NS835 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 62,220.00 | 0.00 | |||
8034 | TEMPORARY RAMP West Bound | 24989EC | LS | 0.00 | 0.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
8035 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
8036 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0004 DRAINAGE | |||||||
3960 | ENTRANCE PIPE-24 IN | 00443 | LF | 214.00 | 214.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
3965 | ENTRANCE PIPE-30 IN | 00445 | LF | 30.00 | 30.000 | 20.000 | 20.000 | 45.00 | 900.00 | |||
3970 | CULVERT PIPE-24 IN | 00464 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
3975 | CULVERT PIPE-27 IN | 00465 | LF | 129.00 | 129.000 | 98.000 | 98.000 | 88.00 | 8,624.00 | |||
3980 | CULVERT PIPE-36 IN | 00468 | LF | 273.00 | 273.000 | 273.000 | 273.000 | 99.00 | 27,027.00 | |||
3985 | CULVERT PIPE-42 IN | 00469 | LF | 53.00 | 53.000 | 53.000 | 53.000 | 120.00 | 6,360.00 | |||
3990 | CULVERT PIPE-54 IN | 00471 | LF | 101.00 | 101.000 | 101.000 | 101.000 | 155.00 | 15,655.00 | |||
3995 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,347.00 | 1,347.000 | 102.000 | 434.000 | 536.000 | 61.00 | 6,222.00 | 32,696.00 | |
4000 | STORM SEWER PIPE-24 IN | 00524 | LF | 572.00 | 572.000 | 386.000 | 386.000 | 68.00 | 26,248.00 | |||
4005 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 900.00 | 2,700.00 | |||
4010 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
4015 | PIPE CULVERT HEADWALL-27 IN | 01223 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
4020 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
4025 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
4030 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
4035 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
4040 | CURB BOX INLET TYPE B | 01480 | EACH | 9.00 | 9.000 | 1.000 | 2.000 | 3.000 | 3,000.00 | 3,000.00 | 9,000.00 | |
4045 | DROP BOX INLET TYPE 1 | 01490 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
4050 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
4055 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 3,800.00 | 11,400.00 | |||
4060 | DROP BOX INLET TYPE 5B MOD | 01506 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
4065 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
4070 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
4075 | JUNCTION BOX-18 IN | 01642 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
4080 | PERFORATED PIPE-4 IN | 01000 | LF | 5,723.00 | 5,723.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
4085 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
4090 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 410.00 | 0.00 | |||
4095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
4100 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
4105 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 490.00 | 0.00 | |||
4110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 580.00 | 580.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
4115 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0005 BRIDGE - KY 205 - DWG. 27077 | |||||||
4465 | CONCRETE-CLASS A | 08100 | CUYD | 639.50 | 639.500 | 639.500 | 639.500 | 475.00 | 303,762.50 | |||
4470 | CONCRETE-CLASS AA | 08104 | CUYD | 819.70 | 819.700 | 409.800 | 409.800 | 485.00 | 198,753.00 | |||
4475 | STEEL REINFORCEMENT | 08150 | LB | 98,090.00 | 98,401.400 | 98,401.400 | 98,401.400 | 0.84 | 82,657.17 | |||
4480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 196,855.00 | 196,855.000 | 111,739.000 | 111,739.000 | 0.94 | 105,034.66 | |||
4485 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 402.00 | 402.000 | 402.000 | 402.000 | 11.50 | 4,623.00 | |||
4490 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 504.00 | 504.000 | 572.000 | 572.000 | 33.00 | 18,876.00 | |||
4495 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 482.00 | 482.000 | 417.414 | 417.414 | 41.00 | 17,113.97 | |||
4500 | PILES-STEEL HP12X53 | 08046 | LF | 4,137.00 | 4,137.000 | 3,708.943 | 3,708.943 | 30.00 | 111,268.29 | |||
4505 | TEST PILES | 08033 | LF | 418.00 | 418.000 | 418.000 | 418.000 | 100.00 | 41,800.00 | |||
4510 | PILE POINTS-12 IN | 08094 | EACH | 136.00 | 136.000 | 136.000 | 136.000 | 95.00 | 12,920.00 | |||
4515 | RAIL SYSTEM TYPE III | 21532ED | LF | 973.00 | 973.000 | 486.000 | 486.000 | 90.00 | 43,740.00 | |||
4520 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 164.00 | 164.000 | 82.000 | 82.000 | 50.00 | 4,100.00 | |||
4525 | MASONRY COATING | 02998 | SQYD | 3,293.00 | 3,293.000 | 2,639.000 | 2,639.000 | 7.50 | 19,792.50 | |||
4530 | PPC I-BEAM TYPE HN 66-49 | 24098EC | LF | 2,393.50 | 2,393.500 | 2,393.500 | 2,393.500 | 295.00 | 706,082.50 | |||
8029 | REIMBURSEMENT Steel Reinforcement Shipping Charge | 10299N | DOLL | 0.00 | 275.000 | 275.000 | 275.000 | 1.00 | 275.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0006 BRIDGE - RED RIVER - DWG. 27079 | |||||||
4535 | CONCRETE-CLASS A | 08100 | CUYD | 678.50 | 678.500 | 678.500 | 678.500 | 460.00 | 312,110.00 | |||
4540 | CONCRETE-CLASS AA | 08104 | CUYD | 1,110.00 | 1,110.000 | 551.800 | 551.800 | 480.00 | 264,864.00 | |||
4545 | STEEL REINFORCEMENT | 08150 | LB | 93,448.00 | 93,448.000 | 93,448.000 | 93,448.000 | 0.84 | 78,496.32 | |||
4550 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 330,263.00 | 330,263.000 | 165,619.000 | 165,619.000 | 0.94 | 155,681.86 | |||
4555 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 131.00 | 131.000 | 104.000 | 104.000 | 11.50 | 1,196.00 | |||
4560 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,358.00 | 2,358.000 | 1,975.570 | 1,975.570 | 32.00 | 63,218.24 | |||
4565 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 662.00 | 662.000 | 533.353 | 533.353 | 41.00 | 21,867.47 | |||
4570 | PILES-STEEL HP12X53 | 08046 | LF | 780.00 | 780.000 | 794.144 | 794.144 | 38.00 | 30,177.47 | |||
4575 | TEST PILES | 08033 | LF | 184.00 | 184.000 | 184.000 | 184.000 | 100.00 | 18,400.00 | |||
4580 | PILE POINTS-12 IN | 08094 | EACH | 28.00 | 28.000 | 30.000 | 30.000 | 95.00 | 2,850.00 | |||
4585 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,238.00 | 1,238.000 | 622.000 | 622.000 | 90.00 | 55,980.00 | |||
4590 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 213.00 | 213.000 | 106.000 | 106.000 | 50.00 | 5,300.00 | |||
4595 | MASONRY COATING | 02998 | SQYD | 4,195.00 | 4,195.000 | 887.000 | 887.000 | 7.50 | 6,652.50 | |||
4600 | PRE-DRILLING FOR PILES | 08039 | LF | 67.00 | 67.000 | 206.050 | 206.050 | 145.00 | 29,877.25 | |||
4605 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 248.00 | 227.600 | 226.700 | 226.700 | 985.00 | 223,299.50 | |||
4610 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 96.00 | 96.000 | 96.000 | 96.000 | 900.00 | 86,400.00 | |||
4615 | ROCK SOUNDINGS | 20745ED | LF | 248.00 | 248.000 | 241.500 | 241.500 | 20.00 | 4,830.00 | |||
4620 | ROCK CORINGS | 20746ED | LF | 276.00 | 276.000 | 299.300 | 299.300 | 55.00 | 16,461.50 | |||
4625 | PPC I-BEAM TYPE HN 66-49 | 24098EC | LF | 3,033.80 | 3,033.800 | 3,033.800 | 3,033.800 | 295.00 | 894,971.00 | |||
8031 | MOBILIZATION Drill for pre-drilling | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0007 BRIDGE - RED RIVER RAMP A - DWG. 27081 | |||||||
4630 | CONCRETE-CLASS A | 08100 | CUYD | 134.20 | 134.200 | 134.200 | 134.200 | 490.00 | 65,758.00 | |||
4635 | CONCRETE-CLASS AA | 08104 | CUYD | 249.90 | 249.900 | 249.900 | 249.900 | 660.00 | 164,934.00 | |||
4640 | STEEL REINFORCEMENT | 08150 | LB | 17,979.00 | 17,979.000 | 18,040.240 | 18,040.240 | 0.82 | 14,792.99 | |||
4645 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 57,338.00 | 57,338.000 | 57,338.000 | 57,338.000 | 0.94 | 53,897.72 | |||
4650 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 150.00 | 150.000 | 150.000 | 150.000 | 20.00 | 3,000.00 | |||
4655 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
4660 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,005.00 | 1,005.000 | 1,056.810 | 1,056.810 | 32.00 | 33,817.92 | |||
4665 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 140.00 | 140.000 | 190.406 | 190.406 | 41.00 | 7,806.64 | |||
4670 | PILES-STEEL HP12X53 | 08046 | LF | 228.00 | 228.000 | 247.336 | 247.336 | 38.00 | 9,398.76 | |||
4675 | TEST PILES | 08033 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 100.00 | 7,500.00 | |||
4680 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 95.00 | 1,140.00 | |||
4685 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 922.50 | 922.500 | 922.500 | 922.500 | 235.00 | 216,787.50 | |||
4690 | RAIL SYSTEM TYPE III | 21532ED | LF | 470.00 | 470.000 | 470.000 | 470.000 | 90.00 | 42,300.00 | |||
4695 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 58.00 | 58.000 | 58.000 | 58.000 | 50.00 | 2,900.00 | |||
4700 | MASONRY COATING | 02998 | SQYD | 1,030.00 | 1,030.000 | 1,030.000 | 1,030.000 | 7.50 | 7,725.00 | |||
4705 | PRE-DRILLING FOR PILES | 08039 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 145.00 | 8,700.00 | |||
4710 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 87.00 | 74.900 | 74.900 | 74.900 | 1,050.00 | 78,645.00 | |||
4715 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 32.00 | 35.100 | 33.100 | 33.100 | 940.00 | 31,114.00 | |||
4720 | ROCK SOUNDINGS | 20745ED | LF | 87.00 | 87.000 | 89.000 | 89.000 | 20.00 | 1,780.00 | |||
4725 | ROCK CORINGS | 20746ED | LF | 92.00 | 92.000 | 104.400 | 104.400 | 55.00 | 5,742.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0008 BRIDGE - RED RIVER RAMP D. DWG. 27082 | |||||||
4730 | CONCRETE-CLASS A | 08100 | CUYD | 133.60 | 133.600 | 0.000 | 0.000 | 505.00 | 0.00 | |||
4735 | CONCRETE-CLASS AA | 08104 | CUYD | 197.30 | 197.300 | 0.000 | 0.000 | 625.00 | 0.00 | |||
4740 | STEEL REINFORCEMENT | 08150 | LB | 14,904.00 | 14,904.000 | 0.000 | 0.000 | 0.83 | 0.00 | |||
4745 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 48,351.00 | 48,351.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
4750 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 214.00 | 214.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
4755 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,438.00 | 1,438.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
4760 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 146.00 | 146.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
4765 | PILES-STEEL HP12X53 | 08046 | LF | 293.00 | 293.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
4770 | TEST PILES | 08033 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
4775 | PILE POINTS-12 IN | 08094 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
4780 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 642.50 | 642.500 | 0.000 | 0.000 | 240.00 | 0.00 | |||
4785 | RAIL SYSTEM TYPE III | 21532ED | LF | 331.00 | 331.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
4790 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
4795 | MASONRY COATING | 02998 | SQYD | 783.00 | 783.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
4800 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 75.00 | 75.000 | 0.000 | 0.000 | 1,090.00 | 0.00 | |||
4805 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 32.00 | 32.000 | 0.000 | 0.000 | 970.00 | 0.00 | |||
4810 | ROCK SOUNDINGS | 20745ED | LF | 75.00 | 75.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
4815 | ROCK CORINGS | 20746ED | LF | 92.00 | 92.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
4820 | DECK DRAIN | 23813EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0009 BRIDGE - KY 205 OVER STATE ROAD FORK - DWG. 27083 | |||||||
4825 | CONCRETE-CLASS A | 08100 | CUYD | 69.10 | 69.100 | 69.100 | 69.100 | 450.00 | 31,095.00 | |||
4830 | CONCRETE-CLASS AA | 08104 | CUYD | 215.00 | 215.000 | 215.000 | 215.000 | 530.00 | 113,950.00 | |||
4835 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 42,336.00 | 42,336.000 | 42,336.000 | 42,336.000 | 0.94 | 39,795.84 | |||
4840 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 849.00 | 849.000 | 977.950 | 977.950 | 32.00 | 31,294.40 | |||
4845 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 277.00 | 277.000 | 316.779 | 316.779 | 41.00 | 12,987.93 | |||
4850 | PILES-STEEL HP12X53 | 08046 | LF | 535.00 | 535.000 | 483.633 | 483.633 | 38.00 | 18,378.05 | |||
4855 | TEST PILES | 08033 | LF | 93.00 | 93.000 | 93.000 | 93.000 | 100.00 | 9,300.00 | |||
4860 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 95.00 | 1,710.00 | |||
4865 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,026.50 | 1,026.500 | 1,026.500 | 1,026.500 | 185.00 | 189,902.50 | |||
4870 | RAIL SYSTEM TYPE III | 21532ED | LF | 211.00 | 211.000 | 211.000 | 211.000 | 90.00 | 18,990.00 | |||
4875 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 111.00 | 111.000 | 111.000 | 111.000 | 50.00 | 5,550.00 | |||
4880 | MASONRY COATING | 02998 | SQYD | 417.00 | 417.000 | 417.000 | 417.000 | 7.50 | 3,127.50 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0010 BRIDGE- CULVERT - DWG. 27084 | |||||||
4885 | CONCRETE-CLASS A | 08100 | CUYD | 398.00 | 398.000 | 398.000 | 398.000 | 400.00 | 159,200.00 | |||
4890 | STEEL REINFORCEMENT | 08150 | LB | 45,590.00 | 45,590.000 | 45,590.000 | 45,590.000 | 0.79 | 36,016.10 | |||
4895 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
4900 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 28.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
4905 | GRANULAR EMBANKMENT | 02223 | CUYD | 302.00 | 980.000 | 980.000 | 980.000 | 22.00 | 21,560.00 | |||
8012 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 678.000 | 678.000 | 678.000 | 11.50 | 7,797.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0011 BRIDGE- CULVERT - DWG. 27085 | |||||||
4910 | CONCRETE-CLASS A | 08100 | CUYD | 47.70 | 47.700 | 0.000 | 0.000 | 500.00 | 0.00 | |||
4915 | STEEL REINFORCEMENT | 08150 | LB | 3,228.00 | 3,228.000 | 0.000 | 0.000 | 0.79 | 0.00 | |||
4920 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
4925 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
4930 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0012 WATERLINE - (CITY OF CAMPTON, WOLFE 10-126.70) | |||||||
4935 | W PIPE PVC 06 INCH | 14059 | LF | 5,348.00 | 5,348.000 | 5,025.000 | 5,025.000 | 9.29 | 46,682.25 | |||
4940 | W DIRECTIONAL BORE | 14004 | LF | 240.00 | 240.000 | 290.000 | 290.000 | 120.00 | 34,800.00 | |||
4945 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 889.00 | 889.000 | 935.000 | 935.000 | 125.00 | 116,875.00 | |||
4950 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 40.00 | 40.000 | 200.000 | 200.000 | 55.00 | 11,000.00 | |||
4955 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
4960 | W VALVE 06 INCH | 14105 | EACH | 11.00 | 11.000 | 14.000 | 14.000 | 900.00 | 12,600.00 | |||
4965 | W METER 3/4 INCH | 14028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
4970 | W TIE-IN 06 INCH | 14094 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
4975 | W CAP EXISTING MAIN | 14003 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
4980 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
4985 | W LINE MARKER | 14144 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 20.00 | 80.00 | |||
4990 | W PIPE PVC 03 INCH | 14057 | LF | 912.00 | 912.000 | 0.000 | 0.000 | 4.48 | 0.00 | |||
4995 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
5000 | W VALVE 03 INCH | 14103 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
5005 | W METER RELOCATE | 14030 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
5010 | W TIE-IN 03 INCH | 14092 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0013 SIGNING | |||||||
4305 | GMSS GALV STEEL TYPE C | 06441 | LB | 3,022.80 | 3,022.800 | 0.000 | 0.000 | 6.00 | 0.00 | |||
4310 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 476.50 | 476.500 | 0.000 | 0.000 | 19.00 | 0.00 | |||
4315 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 536.10 | 536.100 | 0.000 | 0.000 | 15.00 | 0.00 | |||
4320 | MILE MARKER | 30012 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
4325 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 19.59 | 19.590 | 0.000 | 0.000 | 500.00 | 0.00 | |||
4330 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 440.00 | 440.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
4335 | STEEL POST TYPE 1 | 06410 | LF | 980.00 | 980.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
4340 | GMSS TYPE D | 21596ND | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
4345 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
4350 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
4355 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
4360 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 87.00 | 87.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
4365 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
4370 | BARCODE SIGN INVENTORY | 24631EC | EACH | 81.00 | 81.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
4375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 12,720.00 | 12,720.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
4380 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 43,096.00 | 43,096.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
4385 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 2,258.00 | 2,258.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
4390 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
4395 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 60.00 | 60.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
4400 | INLAID PAVEMENT MARKER | 24489EC | EACH | 525.00 | 525.000 | 0.000 | 0.000 | 39.50 | 0.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0014 LIGHTING | |||||||
4405 | POLE 40 FT MTG HT | 04701 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
4410 | BRACKET 12 FT | 04724 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
4415 | POLE BASE | 04740 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
4420 | TRANSFORMER BASE | 04750 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
4425 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
4430 | FUSED CONNECTOR KIT | 04780 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
4435 | CONDUIT-3 IN | 04797 | LF | 745.00 | 745.000 | 400.000 | 400.000 | 11.00 | 4,400.00 | |||
4440 | TRENCHING AND BACKFILLING | 04820 | LF | 1,965.00 | 1,965.000 | 400.000 | 400.000 | 5.00 | 2,000.00 | |||
4445 | WIRE-NO. 12 | 04832 | LF | 1,320.00 | 1,320.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
4450 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 1,965.00 | 1,965.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
4455 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
4460 | LED LUMINAIRE | 24589ED | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
Project | DE11990091668 | Fed/State Project Number | NHPP 0061 (067) | Category | 0015 DEMOBILIZATION &/OR MOBILIZATION | |||||||
5015 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
5020 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 229,000.00 | 0.00 | |||
SUBTOT | $212,434.98 |
$30,695,489.06 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4500-1-0I |
PILES | LF |
4,137.00 | 0006 | $18.650000 | $77,155.05 | ||||||
4505-1-0I |
PILES | LF |
418.00 | 0006 | $18.650000 | $7,795.70 | ||||||
4510-1-0I |
PILE POINTS | EACH |
136.00 | 0006 | $69.420000 | $9,441.12 | ||||||
4570-1-0I |
PILES | LF |
780.00 | 0006 | $18.650000 | $14,547.00 | ||||||
4575-1-0I |
PILES | LF |
184.00 | 0006 | $18.650000 | $3,431.60 | ||||||
4580-1-0I |
PILE POINTS | EACH |
28.00 | 0006 | $69.420000 | $1,943.76 | ||||||
4670-1-0I |
PILES | LF |
228.00 | 0006 | $18.650000 | $4,252.20 | ||||||
4675-1-0I |
PILES | LF |
75.00 | 0006 | $18.650000 | $1,398.75 | ||||||
4680-1-0I |
PILE POINTS | EACH |
12.00 | 0006 | $69.420000 | $833.04 | ||||||
4765-1-0I |
PILES | LF |
293.00 | 0006 | $18.650000 | $5,464.45 | ||||||
4770-1-0I |
PILES | LF |
89.00 | 0006 | $18.650000 | $1,659.85 | ||||||
4775-1-0I |
PILE POINTS | EACH |
12.00 | 0006 | $69.420000 | $833.04 | ||||||
4850-1-0I |
PILES | LF |
535.00 | 0006 | $18.650000 | $9,977.75 | ||||||
4855-1-0I |
PILES | LF |
93.00 | 0006 | $18.650000 | $1,734.45 | ||||||
4860-1-0I |
PILE POINTS | EACH |
18.00 | 0006 | $69.420000 | $1,249.56 | ||||||
4475-1-0I |
STEEL REINUN 615GR60 | LB |
25,637.00 | 0007 | $0.330000 | $8,460.21 | ||||||
4475-2-0I |
STEEL REINUN 615GR60 | LB |
10,266.00 | 0009 | $0.330000 | $3,387.78 | ||||||
4545-2-0I |
STEEL REINUN 615GR60 | LB |
13,920.00 | 0009 | $0.330000 | $4,593.60 | ||||||
4545-1-0I |
STEEL REINUN 615GR60 | LB |
41,462.00 | 0009 | $0.330000 | $13,682.46 | ||||||
4550-1-0I |
STL REINEXCO 615GR60 | LB |
903.00 | 0009 | $0.420000 | $379.26 | ||||||
4640-1-0I |
STEEL REINUN 615GR60 | LB |
17,979.00 | 0009 | $0.330000 | $5,933.07 | ||||||
4645-1-0I |
STL REINEXCO 615GR60 | LB |
903.00 | 0009 | $0.420000 | $379.26 | ||||||
4685-1-0I |
I BEAM, TYPE 4 | LF |
922.50 | 0009 | $166.840000 | $153,909.90 | ||||||
4835-1-0I |
STL REINEXCO 615GR60 | LB |
42,336.00 | 0009 | $0.460000 | $19,474.56 | ||||||
4475-3-0I |
STEEL REINUN 615GR60 | LB |
8,396.00 | 0010 | $0.330000 | $2,770.68 | ||||||
4545-3-0I |
STEEL REINUN 615GR60 | LB |
24,657.00 | 0010 | $0.330000 | $8,136.81 | ||||||
4830-1-0I |
STAY IN PL FORMS | LS |
215.00 | 0011 | $53.590000 | $11,521.85 | ||||||
4530-1-0I |
I BEAM TYP 6 | LF |
2,393.50 | 0012 | $213.940000 | $512,065.39 | ||||||
4545-4-0I |
STEEL REINUN 615GR60 | LB |
13,409.00 | 0012 | $0.330000 | $4,424.97 | ||||||
4625-1-0I |
I BEAM TYP 6 | LF |
3,033.80 | 0012 | $218.950000 | $664,250.51 | ||||||
4890-1-0I |
STEEL REINUN 615GR60 | LB |
43,580.00 | 0013 | $0.330000 | $14,381.40 | ||||||
4780-1-0I |
I BEAM, TYPE 4 | LF |
642.50 | 0018 | $162.400000 | $104,342.00 | ||||||
4475-4-0I |
STEEL REINUN 615GR60 | LB |
22,984.00 | 0019 | $0.330000 | $7,584.72 | ||||||
4645-2-0I |
STL REINEXCO 615GR60 | LB |
7,187.00 | 0022 | $0.420000 | $3,018.54 | ||||||
4480-1-0I |
STL REINEXCO 615GR60 | LB |
17,668.00 | 0023 | $0.420000 | $7,420.56 | ||||||
4550-2-0I |
STL REINEXCO 615GR60 | LB |
26,441.00 | 0023 | $0.420000 | $11,105.22 | ||||||
3960-1-0I |
PIPE, CMP 1.63 MM | LF |
193.00 | 0024 | $15.600000 | $3,010.80 | ||||||
3965-1-0I |
PIPE, CMP 1.63 MM | LF |
30.00 | 0024 | $19.150000 | $574.50 | ||||||
3980-1-0I |
PIPE, CMP 1.63 MM | LF |
273.00 | 0024 | $38.210000 | $10,431.33 | ||||||
3995-1-0I |
PIPE, CMP 1.63 MM | LF |
412.00 | 0024 | $12.510000 | $5,154.12 | ||||||
4645-3-0I |
STL REINEXCO 615GR60 | LB |
675.00 | 0030 | $0.420000 | $283.50 | ||||||
4480-2-0I |
STL REINEXCO 615GR60 | LB |
98,640.00 | 0032 | $0.420000 | $41,428.80 | ||||||
4645-4-0I |
STL REINEXCO 615GR60 | LB |
48,573.00 | 0034 | $0.420000 | $20,400.66 | ||||||
4690-1-0I |
STL REINEXCO 615GR60 | LB |
8,891.00 | 0034 | $0.420000 | $3,734.22 | ||||||
4550-5-0I |
STL REINEXCO 615GR60 | LB |
608.00 | 0035 | $0.420000 | $255.36 | ||||||
4550-4-0I |
STL REINEXCO 615GR60 | LB |
77,494.00 | 0035 | $0.420000 | $32,547.48 | ||||||
4550-3-0I |
STL REINEXCO 615GR60 | LB |
32,558.00 | 0035 | $0.420000 | $13,674.36 | ||||||
4585-1-0I |
STL REINEXCO 615GR60 | LB |
11,780.00 | 0035 | $0.420000 | $4,947.60 | ||||||
4480-5-0I |
STL REINEXCO 615GR60 | LB |
71,886.00 | 0038 | $0.420000 | $30,192.12 | ||||||
4480-4-0I |
STL REINEXCO 615GR60 | LB |
8,661.00 | 0038 | $0.420000 | $3,637.62 | ||||||
4480-3-0I |
STL REINEXCO 615GR60 | LB |
71,886.00 | 0038 | $0.420000 | $30,192.12 | ||||||
4515-1-0I |
STL REINEXCO 615GR60 | LB |
9,215.00 | 0038 | $0.420000 | $3,870.30 | ||||||
4475-1-0A |
STEEL REINUN 615GR60 | LB |
7,367.00 | 0008 | $0.330000 | $-2,431.11 | ||||||
4500-1-0A |
PILES | LF |
727.96 | 0008 | $18.650000 | $-13,576.49 | ||||||
4505-1-0A |
PILES | LF |
40.00 | 0008 | $18.650000 | $-746.00 | ||||||
4510-1-0A |
PILE POINTS | EACH |
27.00 | 0008 | $69.420000 | $-1,874.34 | ||||||
4850-1-0A |
PILES | LF |
483.63 | 0008 | $18.650000 | $-9,019.76 | ||||||
4855-1-0A |
PILES | LF |
93.00 | 0008 | $18.650000 | $-1,734.45 | ||||||
4860-1-0A |
PILE POINTS | EACH |
18.00 | 0008 | $69.420000 | $-1,249.56 | ||||||
4475-2-0A |
STEEL REINUN 615GR60 | LB |
10,266.00 | 0009 | $0.330000 | $-3,387.78 | ||||||
4475-1-0A |
STEEL REINUN 615GR60 | LB |
11,993.00 | 0009 | $0.330000 | $-3,957.69 | ||||||
4500-1-0A |
PILES | LF |
584.63 | 0009 | $18.650000 | $-10,903.41 | ||||||
4505-1-0A |
PILES | LF |
33.00 | 0009 | $18.650000 | $-615.45 | ||||||
4510-1-0A |
PILE POINTS | EACH |
27.00 | 0009 | $69.420000 | $-1,874.34 | ||||||
4835-1-0A |
STL REINEXCO 615GR60 | LB |
7,795.00 | 0009 | $0.460000 | $-3,585.70 | ||||||
4475-3-0A |
STEEL REINUN 615GR60 | LB |
8,396.00 | 0010 | $0.330000 | $-2,770.68 | ||||||
4475-1-0A |
STEEL REINUN 615GR60 | LB |
6,277.00 | 0010 | $0.330000 | $-2,071.41 | ||||||
4640-1-0A |
STEEL REINUN 615GR60 | LB |
2,972.00 | 0010 | $0.330000 | $-980.76 | ||||||
4545-3-0A |
STEEL REINUN 615GR60 | LB |
14,074.00 | 0011 | $0.330000 | $-4,644.42 | ||||||
4545-2-0A |
STEEL REINUN 615GR60 | LB |
13,920.00 | 0011 | $0.330000 | $-4,593.60 | ||||||
4545-1-0A |
STEEL REINUN 615GR60 | LB |
14,074.00 | 0011 | $0.330000 | $-4,644.42 | ||||||
4640-1-0A |
STEEL REINUN 615GR60 | LB |
5,225.00 | 0011 | $0.330000 | $-1,724.25 | ||||||
4545-4-0A |
STEEL REINUN 615GR60 | LB |
13,409.00 | 0012 | $0.330000 | $-4,424.97 | ||||||
4545-3-0A |
STEEL REINUN 615GR60 | LB |
10,583.00 | 0012 | $0.330000 | $-3,492.39 | ||||||
4545-1-0A |
STEEL REINUN 615GR60 | LB |
19,302.00 | 0012 | $0.330000 | $-6,369.66 | ||||||
4640-1-0A |
STEEL REINUN 615GR60 | LB |
5,767.00 | 0012 | $0.330000 | $-1,903.11 | ||||||
4545-1-0A |
STEEL REINUN 615GR60 | LB |
8,086.00 | 0013 | $0.330000 | $-2,668.38 | ||||||
4640-1-0A |
STEEL REINUN 615GR60 | LB |
4,015.00 | 0013 | $0.330000 | $-1,324.95 | ||||||
4830-1-0A |
STAY IN PL FORMS | LS |
30.00 | 0013 | $53.590000 | $-1,607.70 | ||||||
4835-1-0A |
STL REINEXCO 615GR60 | LB |
6,666.00 | 0013 | $0.460000 | $-3,066.36 | ||||||
4685-1-0A |
I BEAM, TYPE 4 | LF |
364.50 | 0014 | $166.840000 | $-60,813.18 | ||||||
4830-1-0A |
STAY IN PL FORMS | LS |
30.00 | 0014 | $53.590000 | $-1,607.70 | ||||||
4835-1-0A |
STL REINEXCO 615GR60 | LB |
5,608.00 | 0014 | $0.460000 | $-2,579.68 | ||||||
4890-1-0A |
STEEL REINUN 615GR60 | LB |
21,765.00 | 0014 | $0.330000 | $-7,182.45 | ||||||
4890-1-0A |
STEEL REINUN 615GR60 | LB |
5,728.00 | 0015 | $0.330000 | $-1,890.24 | ||||||
4890-1-0A |
STEEL REINUN 615GR60 | LB |
16,087.00 | 0016 | $0.330000 | $-5,308.71 | ||||||
4475-4-0A |
STEEL REINUN 615GR60 | LB |
20,328.00 | 0020 | $0.330000 | $-6,708.24 | ||||||
4500-1-0A |
PILES | LF |
1,129.95 | 0020 | $18.650000 | $-21,073.57 | ||||||
4505-1-0A |
PILES | LF |
73.00 | 0020 | $18.650000 | $-1,361.45 | ||||||
4510-1-0A |
PILE POINTS | EACH |
54.00 | 0020 | $69.420000 | $-3,748.68 | ||||||
4475-4-0A |
STEEL REINUN 615GR60 | LB |
2,656.00 | 0021 | $0.330000 | $-876.48 | ||||||
4830-1-0A |
STAY IN PL FORMS | LS |
155.00 | 0022 | $53.590000 | $-8,306.45 | ||||||
4835-1-0A |
STL REINEXCO 615GR60 | LB |
22,267.00 | 0022 | $0.460000 | $-10,242.82 | ||||||
4500-1-0A |
PILES | LF |
483.25 | 0023 | $18.650000 | $-9,012.61 | ||||||
4505-1-0A |
PILES | LF |
133.00 | 0023 | $18.650000 | $-2,480.45 | ||||||
4510-1-0A |
PILE POINTS | EACH |
14.00 | 0023 | $69.420000 | $-971.88 | ||||||
4480-1-0A |
STL REINEXCO 615GR60 | LB |
4,471.00 | 0024 | $0.420000 | $-1,877.82 | ||||||
4500-1-0A |
PILES | LF |
802.66 | 0024 | $18.650000 | $-14,969.70 | ||||||
4505-1-0A |
PILES | LF |
139.00 | 0024 | $18.650000 | $-2,592.35 | ||||||
4510-1-0A |
PILE POINTS | EACH |
14.00 | 0024 | $69.420000 | $-971.88 | ||||||
4570-1-0A |
PILES | LF |
555.13 | 0024 | $18.650000 | $-10,353.17 | ||||||
4575-1-0A |
PILES | LF |
126.00 | 0024 | $18.650000 | $-2,349.90 | ||||||
4580-1-0A |
PILE POINTS | EACH |
14.00 | 0024 | $69.420000 | $-971.88 | ||||||
4480-1-0A |
STL REINEXCO 615GR60 | LB |
8,839.00 | 0025 | $0.420000 | $-3,712.38 | ||||||
4550-2-0A |
STL REINEXCO 615GR60 | LB |
4,367.00 | 0026 | $0.420000 | $-1,834.14 | ||||||
4550-1-0A |
STL REINEXCO 615GR60 | LB |
903.00 | 0026 | $0.420000 | $-379.26 | ||||||
4570-1-0A |
PILES | LF |
79.27 | 0026 | $18.650000 | $-1,478.39 | ||||||
4575-1-0A |
PILES | LF |
24.00 | 0026 | $18.650000 | $-447.60 | ||||||
4580-1-0A |
PILE POINTS | EACH |
7.00 | 0026 | $69.420000 | $-485.94 | ||||||
4670-1-0A |
PILES | LF |
50.67 | 0026 | $18.650000 | $-945.00 | ||||||
4675-1-0A |
PILES | LF |
28.00 | 0026 | $18.650000 | $-522.20 | ||||||
4680-1-0A |
PILE POINTS | EACH |
6.00 | 0026 | $69.420000 | $-416.52 | ||||||
4550-2-0A |
STL REINEXCO 615GR60 | LB |
6,718.00 | 0027 | $0.420000 | $-2,821.56 | ||||||
4570-1-0A |
PILES | LF |
89.52 | 0027 | $18.650000 | $-1,669.55 | ||||||
4575-1-0A |
PILES | LF |
34.00 | 0027 | $18.650000 | $-634.10 | ||||||
4580-1-0A |
PILE POINTS | EACH |
6.00 | 0027 | $69.420000 | $-416.52 | ||||||
4570-1-0A |
PILES | LF |
56.08 | 0028 | $18.650000 | $-1,045.89 | ||||||
4580-1-0A |
PILE POINTS | EACH |
1.00 | 0028 | $69.420000 | $-69.42 | ||||||
4670-1-0A |
PILES | LF |
22.66 | 0028 | $18.650000 | $-422.66 | ||||||
4500-1-0A |
PILES | LF |
-19.51 | 0029 | $18.650000 | $363.99 | ||||||
4530-1-0A |
I BEAM TYP 6 | LF |
2,393.50 | 0029 | $213.940000 | $-512,065.39 | ||||||
4625-1-0A |
I BEAM TYP 6 | LF |
2,101.25 | 0030 | $218.950000 | $-460,068.69 | ||||||
4625-1-0A |
I BEAM TYP 6 | LF |
932.55 | 0031 | $218.950000 | $-204,181.82 | ||||||
4685-1-0A |
I BEAM, TYPE 4 | LF |
329.00 | 0031 | $166.840000 | $-54,890.36 | ||||||
4670-1-0A |
PILES | LF |
73.33 | 0032 | $18.650000 | $-1,367.66 | ||||||
4675-1-0A |
PILES | LF |
28.00 | 0032 | $18.650000 | $-522.20 | ||||||
4680-1-0A |
PILE POINTS | EACH |
6.00 | 0032 | $69.420000 | $-416.52 | ||||||
4670-1-0A |
PILES | LF |
81.33 | 0033 | $18.650000 | $-1,516.88 | ||||||
4675-1-0A |
PILES | LF |
19.00 | 0033 | $18.650000 | $-354.35 | ||||||
4480-2-0A |
STL REINEXCO 615GR60 | LB |
98,429.00 | 0034 | $0.420000 | $-41,340.18 | ||||||
4480-1-0A |
STL REINEXCO 615GR60 | LB |
4,358.00 | 0034 | $0.420000 | $-1,830.36 | ||||||
4685-1-0A |
I BEAM, TYPE 4 | LF |
229.00 | 0034 | $166.840000 | $-38,206.36 | ||||||
4645-4-0A |
STL REINEXCO 615GR60 | LB |
48,573.00 | 0035 | $0.420000 | $-20,400.66 | ||||||
4645-3-0A |
STL REINEXCO 615GR60 | LB |
675.00 | 0035 | $0.420000 | $-283.50 | ||||||
4645-2-0A |
STL REINEXCO 615GR60 | LB |
7,187.00 | 0035 | $0.420000 | $-3,018.54 | ||||||
4645-1-0A |
STL REINEXCO 615GR60 | LB |
903.00 | 0035 | $0.420000 | $-379.26 | ||||||
4690-1-0A |
STL REINEXCO 615GR60 | LB |
4,048.88 | 0035 | $0.420000 | $-1,700.53 | ||||||
4690-1-0A |
STL REINEXCO 615GR60 | LB |
4,842.12 | 0036 | $0.420000 | $-2,033.69 | ||||||
3965-1-0A |
PIPE, CMP 1.63 MM | LF |
20.00 | 0037 | $19.150000 | $-383.00 | ||||||
3980-1-0A |
PIPE, CMP 1.63 MM | LF |
166.00 | 0037 | $38.210000 | $-6,342.86 | ||||||
3995-1-0A |
PIPE, CMP 1.63 MM | LF |
43.00 | 0037 | $12.510000 | $-537.93 | ||||||
4550-5-0A |
STL REINEXCO 615GR60 | LB |
608.00 | 0037 | $0.420000 | $-255.36 | ||||||
4550-4-0A |
STL REINEXCO 615GR60 | LB |
10,000.00 | 0037 | $0.420000 | $-4,200.00 | ||||||
4550-3-0A |
STL REINEXCO 615GR60 | LB |
10,000.00 | 0037 | $0.420000 | $-4,200.00 | ||||||
4550-2-0A |
STL REINEXCO 615GR60 | LB |
10,000.00 | 0037 | $0.420000 | $-4,200.00 | ||||||
4550-0-0A |
STEEL REINFORCEMENT-EPOXY COATED |
|
0.00 | 0037 | $ | $8,655.36 | ||||||
3980-1-0A |
PIPE, CMP 1.63 MM | LF |
107.00 | 0038 | $38.210000 | $-4,088.47 | ||||||
3995-1-0A |
PIPE, CMP 1.63 MM | LF |
369.00 | 0038 | $12.510000 | $-4,616.19 | ||||||
4550-4-0A |
STL REINEXCO 615GR60 | LB |
67,494.00 | 0038 | $0.420000 | $-28,347.48 | ||||||
4550-3-0A |
STL REINEXCO 615GR60 | LB |
22,558.00 | 0038 | $0.420000 | $-9,474.36 | ||||||
4550-2-0A |
STL REINEXCO 615GR60 | LB |
5,356.00 | 0038 | $0.420000 | $-2,249.52 | ||||||
4585-1-0A |
STL REINEXCO 615GR60 | LB |
11,774.46 | 0038 | $0.420000 | $-4,945.27 | ||||||
SUBTOT | $201,081.36 |