|
Estimate for: 181213 No. 0035 |
Print Date:12/30/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181213 | Estimate Number | 0035 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Keathley, Catherine B. (Heard) | ||||||
| Project Manager: Lovell, Tracy A. | |||||||
|
| |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE STE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 11/28/2019 TO 12/11/2019 | ||||||
| Date Approved | 12/20/2019 | ||||||
| Contract No. | DE03400041801 | Federal Oversight Project PODI | Federal PAYROLL required | ||||
| Project No. | NHPP 2681 (033) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | NEW CIRCLE ROAD (KY 4) | ||||||
| Description | WIDEN NEW CIRCLE ROAD IN LEXINGTON FROM GEORGETOWN ROAD TO B OARDWALK AVENUE INCLUDING INTERCHANGE RECONSTRUCTION AT NEWT | ||||||
| Contract Type | GRADE, DRAIN & SURFACE WITH BRIDGE | ||||||
| Date Let | 04/27/2018 | Formal Acceptance | |||||
| Date Awarded | 05/10/2018 | Date Work Began | 05/21/2018 | ||||
| Date Contract Executed | 05/18/2018 | Open To Traffic | |||||
| Date NTP Issued | 05/18/2018 | Actual Completion Date | |||||
|
| |||||||
| Current Contract Amount |
$41,792,394.23 |
Total to Date |
Prev to Date |
This Estimate | ||
| Original Amount |
$41,718,599.99 |
Total Earnings |
$19,155,071.09 |
$18,523,700.99 |
$631,370.10 | |
| Percent Complete |
47.14 |
Stockpiled Materials |
$546,044.14 |
$570,501.20 |
$-24,457.06 | |
| Funds Available |
$22,091,279.00 |
Gross Earnings |
$19,701,115.23 |
$19,094,202.19 |
$606,913.04 | |
| Total Change Orders |
$73,794.24 |
Other Adjustments |
$0.00 |
$0.00 |
$0.00 | |
| TOTAL |
$19,701,115.23 |
$19,094,202.19 |
$606,913.04 | |||
| Contract Id | 181213 |
Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0035 | Project Number | NHPP 2681 (033) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 11/28/2019 TO 12/11/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Temp Pavement Markings | Approved | 08/05/2019 | $2,480.10 | 0.0 | |||||
| 002 | Sand for Blotter | Approved | 01/23/2019 | $14,995.75 | 0.0 | |||||
| 003 | Liquidated Damages Override | Approved | 08/21/2018 | $0.00 | 0.0 | |||||
| 004 | Buy America Material | Approved | 2212019 | $55,974.32 | 0.0 | |||||
| 005 | Temporary Pavement | Approved | 03/04/2019 | $0.00 | 0.0 | |||||
| 006 | Temporary Guardrail & Panel Signs | Approved | 06/14/2019 | $-4,620.00 | 0.0 | |||||
| 007 | Replace Sign Service for Parcel 49 | Approved | 06/14/2019 | $4,964.07 | 0.0 | |||||
| 008 | Storm Sewer Pipe | Pending | 0 | $22,845.21 | 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 | 181213 |
COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE |
TRANSPORTATION CABINET |
Primary Project Number | DE03400041801 | ||||||
| Estimate Nbr | 0035 | Period | 11/28/2019 TO 12/11/2019 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03400041801 | Fed/State Project Number | NHPP 2681 (033) | 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 | DE03400041801 | Fed/State Project Number | NHPP 2681 (033) | Category | 0001 PAVING | ||||||
| 0005 | DGA BASE | 00001 | TON | 130,558.00 | 130,558.000 | 896.560 | 57,887.100 | 58,783.660 | 22.00 | 19,724.32 | 1,293,240.52 |
| 0010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 19,840.00 | 19,840.000 | 7,056.020 | 7,056.020 | 57.75 | 407,485.15 | ||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 373.00 | 373.000 | 0.000 | 0.000 | 70.00 | 0.00 | ||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 46.00 | 46.000 | 0.000 | 0.000 | 800.00 | 0.00 | ||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 8,921.00 | 8,921.000 | 6,342.450 | 6,342.450 | 76.00 | 482,026.20 | ||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 61,450.00 | 58,681.190 | 949.440 | 33,863.880 | 34,813.320 | 68.80 | 65,321.47 | 2,395,156.41 |
| 0035 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 18,105.00 | 18,105.000 | 11,643.360 | 11,643.360 | 76.50 | 890,717.04 | ||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 11,301.00 | 11,301.000 | 1,814.290 | 1,814.290 | 93.50 | 169,636.11 | ||
| 0045 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,696.00 | 1,012.880 | 15.450 | 639.680 | 655.130 | 76.90 | 1,188.10 | 50,379.49 |
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 222.00 | 222.000 | 176.560 | 176.560 | 650.00 | 114,764.00 | ||
| 0055 | ASPHALT CURING SEAL | 00358 | TON | 70.00 | 70.000 | 22.220 | 22.220 | 615.00 | 13,665.30 | ||
| 0060 | JPC PAVEMENT-9 IN | 02073 | SQYD | 402.00 | 402.000 | 0.000 | 0.000 | 76.00 | 0.00 | ||
| 0065 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 82.00 | 82.000 | 80.440 | 80.440 | 67.00 | 5,389.48 | ||
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,699.00 | 2,699.000 | 203.840 | 203.840 | 18.00 | 3,669.12 | ||
| 0075 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 4,471.00 | 4,471.000 | 0.000 | 0.000 | 83.00 | 0.00 | ||
| 0080 | PERMEABLE PAVEMENT DRAIN | 24470ED | SQYD | 212.00 | 212.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0085 | CEM CONC ENT PAVEMENT-9 IN | 24942EC | SQYD | 557.00 | 557.000 | 0.000 | 0.000 | 65.75 | 0.00 | ||
| 8034 | CL2 ASPH BASE 1.00D PG64-22 Temporary Pavement | 00212 | TON | 0.00 | 2,768.810 | 51.260 | 51.260 | 68.80 | 3,526.68 | ||
| 8035 | CL2 ASPH SURF 0.38D PG64-22 Temporary Pavement | 00301 | TON | 0.00 | 683.120 | 0.000 | 0.000 | 76.90 | 0.00 | ||
| Project | DE03400041801 | Fed/State Project Number | NHPP 2681 (033) | Category | 0002 ROADWAY | ||||||
| 0090 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 3,900.00 | 3,900.000 | 0.000 | 0.000 | 24.00 | 0.00 | ||
| 0095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 225.00 | 225.000 | 25.510 | 2,145.170 | 2,170.680 | 30.00 | 765.30 | 65,120.40 |
| 0100 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 15,333.00 | 15,333.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0105 | REMOVE PIPE | 01310 | LF | 157.00 | 157.000 | 24.000 | 24.000 | 15.00 | 360.00 | ||
| 0110 | PLUG PIPE | 01314 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 750.00 | 0.00 | ||
| 0115 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | ||
| 0120 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 675.00 | 0.00 | ||
| 0125 | STANDARD CURB AND GUTTER | 01810 | LF | 12,440.00 | 12,440.000 | 1,418.000 | 10,160.900 | 11,578.900 | 17.70 | 25,098.60 | 204,946.53 |
| 0130 | LIP CURB AND GUTTER | 01820 | LF | 1,366.00 | 1,366.000 | 272.000 | 0.000 | 272.000 | 28.90 | 7,860.80 | 7,860.80 |
| 0135 | ISLAND CURB AND GUTTER | 01825 | LF | 4,452.00 | 4,452.000 | 0.000 | 0.000 | 17.75 | 0.00 | ||
| 0140 | STANDARD INTEGRAL CURB | 01830 | LF | 1,679.00 | 1,679.000 | 0.000 | 0.000 | 25.50 | 0.00 | ||
| 0145 | STANDARD HEADER CURB | 01875 | LF | 112.00 | 112.000 | 34.000 | 0.000 | 34.000 | 45.00 | 1,530.00 | 1,530.00 |
| 0150 | BARRIER HEADER CURB | 01880 | LF | 85.00 | 85.000 | 0.000 | 0.000 | 43.75 | 0.00 | ||
| 0155 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 208.00 | 208.000 | 46.000 | 0.000 | 46.000 | 31.25 | 1,437.50 | 1,437.50 |
| 0160 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 1,800.00 | 1,800.000 | 84.330 | 84.330 | 74.25 | 6,261.50 | ||
| 0165 | MOUNTABLE MEDIAN TYPE 2A | 01946 | SQYD | 333.00 | 333.000 | 336.570 | 0.000 | 336.570 | 74.25 | 24,990.32 | 24,990.32 |
| 0170 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 92.00 | 92.000 | 37.000 | 37.000 | 10.00 | 370.00 | ||
| 0175 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0180 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 1.00 | 1.000 | 126.000 | 126.000 | 6.50 | 819.00 | ||
| 0185 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 44.00 | 44.000 | 74.000 | 74.000 | 6.50 | 481.00 | ||
| 0190 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0195 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 7.15 | 0.00 | ||
| 0200 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 5,660.00 | 22,640.00 | ||
| 0205 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 24,205.00 | 24,205.000 | 1,650.000 | 1,650.000 | 4.50 | 7,425.00 | ||
| 0210 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 230.00 | 0.00 | ||
| 0215 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 414.00 | 414.000 | 0.000 | 0.000 | 74.50 | 0.00 | ||
| 0220 | REMOVE PAVEMENT | 02091 | SQYD | 2,760.00 | 2,760.000 | 415.000 | 415.000 | 7.00 | 2,905.00 | ||
| 0225 | PAVED DITCH TYPE 1 | 02157 | SQYD | 9.00 | 9.000 | 0.000 | 0.000 | 99.35 | 0.00 | ||
| 0230 | TEMP DITCH | 02159 | LF | 29,500.00 | 29,500.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0235 | ROADWAY EXCAVATION | 02200 | CUYD | 185,181.00 | 185,181.000 | 6,870.000 | 128,627.660 | 135,497.660 | 20.00 | 137,400.00 | 2,709,953.20 |
| 0240 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 11.90 | 11.900 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0245 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 2,634.00 | 2,634.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0250 | REMOVE FENCE | 02265 | LF | 1,382.00 | 1,382.000 | 1,489.000 | 1,489.000 | 2.00 | 2,978.00 | ||
| 0255 | REMOVE & REPLACE FENCE | 02268 | LF | 990.00 | 990.000 | 0.000 | 0.000 | 10.25 | 0.00 | ||
| 0260 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 6,613.00 | 6,613.000 | 1,875.000 | 1,875.000 | 16.50 | 30,937.50 | ||
| 0265 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 2,750.00 | 5,500.00 | ||
| 0270 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 14.00 | 14.000 | 7.000 | 7.000 | 2,600.00 | 18,200.00 | ||
| 0275 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 11.00 | 11.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | ||
| 0280 | REMOVE GUARDRAIL | 02381 | LF | 8,831.00 | 8,831.000 | 6,925.000 | 6,925.000 | 1.50 | 10,387.50 | ||
| 0285 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0290 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 125.00 | 125.000 | 0.000 | 0.000 | 120.40 | 0.00 | ||
| 0295 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0300 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0305 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0310 | CHANNEL LINING CLASS II | 02483 | TON | 437.00 | 437.000 | 322.350 | 322.350 | 32.25 | 10,395.78 | ||
| 0315 | CHANNEL LINING CLASS III | 02484 | TON | 404.00 | 404.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0320 | CLEARING AND GRUBBING (APPROXIMATELY 31.4 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 90,000.00 | 45,000.00 | ||
| 0325 | CONCRETE-CLASS B | 02555 | CUYD | 462.00 | 462.000 | 155.000 | 155.000 | 285.00 | 44,175.00 | ||
| 0330 | TEMPORARY SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 3,290.250 | 3,290.250 | 8.00 | 26,322.00 | ||
| 0335 | EDGE KEY | 02585 | LF | 1,935.00 | 1,935.000 | 2,115.000 | 2,115.000 | 35.00 | 74,025.00 | ||
| 0340 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | EACH | 255.00 | 255.000 | 0.000 | 0.000 | 15.00 | 0.00 | ||
| 0345 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 132,798.00 | 132,798.000 | 111.110 | 1,054.119 | 1,165.229 | 1.35 | 149.99 | 1,573.05 |
| 0350 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 41,592.00 | 41,592.000 | 5,592.890 | 5,592.890 | 2.00 | 11,185.78 | ||
| 0355 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | ||
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 900,000.00 | 180,000.00 | ||
| 0365 | DIVERSIONS (BY-PASS DETOURS) (EX EB KY4 TO EX NB NT) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | ||
| 0370 | DIVERSIONS (BY-PASS DETOURS) (EX SB NT TO PR WB KY4) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 37,500.00 | 0.00 | ||
| 0375 | DIVERSIONS (BY-PASS DETOURS) (EX WB KY4 TO PR SB NT) | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 38,000.00 | 28,500.00 | ||
| 0380 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 25,000.00 | 200,000.00 | ||
| 0385 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | ||
| 0390 | SAFELOADING | 02690 | CUYD | 223.00 | 223.000 | 22.000 | 22.000 | 150.00 | 3,300.00 | ||
| 0395 | SHOULDER RUMBLE STRIPS | 02696 | LF | 56,520.00 | 56,520.000 | 0.000 | 0.000 | 0.19 | 0.00 | ||
| 0400 | TEMP SILT FENCE | 02701 | LF | 35,900.00 | 35,900.000 | 1,848.000 | 1,848.000 | 2.40 | 4,435.20 | ||
| 0405 | SILT TRAP TYPE A | 02703 | EACH | 122.00 | 122.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0410 | SILT TRAP TYPE B | 02704 | EACH | 122.00 | 122.000 | 8.000 | 58.000 | 66.000 | 150.00 | 1,200.00 | 9,900.00 |
| 0415 | SILT TRAP TYPE C | 02705 | EACH | 186.00 | 186.000 | 5.000 | 9.000 | 14.000 | 175.00 | 875.00 | 2,450.00 |
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 732.00 | 732.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0425 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 732.00 | 732.000 | 1.000 | 26.000 | 27.000 | 10.00 | 10.00 | 270.00 |
| 0430 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 558.00 | 558.000 | 3.000 | 1.000 | 4.000 | 10.00 | 30.00 | 40.00 |
| 0435 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 4,388.00 | 4,388.000 | 1,622.810 | 1,622.810 | 30.65 | 49,739.12 | ||
| 0440 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.350 | 0.350 | 75,000.00 | 26,250.00 | ||
| 0445 | REMOVE STRUCTURE (STA. 135+05, 2-SPAN BRIDGE) | 02731 | LS | 1.00 | 1.000 | 0.600 | 0.330 | 0.930 | 203,000.00 | 121,800.00 | 188,790.00 |
| 0450 | REMOVE STRUCTURE (STA. 146+12, ALL STRUCTURE ABOVE FOOTER | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | ||
| 0455 | REMOVE STRUCTURE (STA. 146+12, BILLBOARD FOOTER) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0460 | REMOVE STRUCTURE (STA. 150+00, ALL STRUCTURE ABOVE FOOTER | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | ||
| 0465 | REMOVE STRUCTURE (STA. 150+00, BILLBOARD FOOTER) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0470 | REMOVE STRUCTURE (STA. 153.25, BILLBOARD FOOTER) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0475 | REMOVE STRUCTURE (STA. 153+25, ALL STRUCTURE ABOVE FOOTER | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | ||
| 0480 | REMOVE STRUCTURE (STA. 166+10, 4-SPAN BRIDGE) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 123,000.00 | 123,000.00 | ||
| 0485 | REMOVE STRUCTURE (STA. 166+75,4-SPAN BRIDGE) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 123,000.00 | 123,000.00 | ||
| 0490 | REMOVE STRUCTURE (STA. 179+10, 2-SPAN BRIDGE) | 02731 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 177,000.00 | 88,500.00 | 177,000.00 |
| 0495 | REMOVE STRUCTURE (STA. 197+52, ALL STRUCTURE ABOVE FOOTER | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | ||
| 0500 | REMOVE STRUCTURE (STA. 197+52, BILLBOARD FOOTER) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0505 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | ||
| 0510 | RELOCATE CRASH CUSHION | 02898 | EACH | 31.00 | 31.000 | 7.000 | 7.000 | 2,500.00 | 17,500.00 | ||
| 0515 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 9,540.00 | 8,840.000 | 3,874.000 | 3,874.000 | 30.00 | 116,220.00 | ||
| 0520 | TUBULAR MARKERS | 03225 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0525 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | ||
| 0530 | EROSION CONTROL BLANKET | 05950 | SQYD | 15,211.00 | 15,211.000 | 1,919.100 | 1,919.100 | 1.10 | 2,111.01 | ||
| 0535 | TEMP MULCH | 05952 | SQYD | 290,000.00 | 290,000.000 | 82,207.120 | 82,207.120 | 0.08 | 6,576.56 | ||
| 0540 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 28,378.00 | 28,378.000 | 28,687.450 | 28,687.450 | 0.15 | 4,303.11 | ||
| 0545 | INITIAL FERTILIZER | 05963 | TON | 8.90 | 8.900 | 0.000 | 0.000 | 800.00 | 0.00 | ||
| 0550 | 20-10-10 FERTILIZER | 05964 | TON | 16.70 | 16.700 | 0.000 | 0.000 | 800.00 | 0.00 | ||
| 0555 | SEEDING AND PROTECTION | 05985 | SQYD | 283,780.00 | 283,780.000 | 63,580.120 | 63,580.120 | 0.40 | 25,432.04 | ||
| 0560 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 20,850.00 | 20,850.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 0565 | SODDING | 05990 | SQYD | 7,907.00 | 7,907.000 | 2,001.080 | 2,001.080 | 7.00 | 14,007.56 | ||
| 0570 | AGRICULTURAL LIMESTONE | 05992 | TON | 177.00 | 177.000 | 0.000 | 0.000 | 65.00 | 0.00 | ||
| 0575 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 295,000.00 | 295,000.000 | 3,548.000 | 168,887.000 | 172,435.000 | 0.21 | 745.08 | 36,211.35 |
| 0580 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 33,862.00 | 33,862.000 | 0.000 | 0.000 | 0.23 | 0.00 | ||
| 0585 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 76,291.00 | 76,291.000 | 785.000 | 785.000 | 0.26 | 204.10 | ||
| 0590 | PAVE STRIPING-PERM PAINT-8 IN (CROSS WALK) | 06516 | LF | 1,994.00 | 1,994.000 | 0.000 | 0.000 | 0.75 | 0.00 | ||
| 0595 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 1,121.00 | 1,121.000 | 0.000 | 0.000 | 4.00 | 0.00 | ||
| 0600 | PAVE STRIPING-THERMO-8 IN Y | 06545 | LF | 534.00 | 534.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 0605 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 5,908.00 | 5,908.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0610 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 2,596.000 | 2,596.000 | 5.00 | 12,980.00 | ||
| 0615 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 2,216.000 | 2,216.000 | 5.00 | 11,080.00 | ||
| 0620 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 1,974.00 | 1,974.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0625 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 723.00 | 723.000 | 78.000 | 14.000 | 92.000 | 10.00 | 780.00 | 920.00 |
| 0630 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,711.00 | 2,711.000 | 500.000 | 500.000 | 5.00 | 2,500.00 | ||
| 0635 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 84.00 | 84.000 | 5.000 | 16.000 | 21.000 | 70.00 | 350.00 | 1,470.00 |
| 0640 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 95.00 | 0.00 | ||
| 0645 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 10.00 | 10.000 | 2.000 | 4.000 | 6.000 | 300.00 | 600.00 | 1,800.00 |
| 0650 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 275.00 | 0.00 | ||
| 0655 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 219.00 | 219.000 | 0.000 | 0.000 | 4.98 | 0.00 | ||
| 0660 | PAVE MARKING-PAINT WORDS | 06601NC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0665 | CONCRETE-CLASS A | 08100 | CUYD | 249.00 | 249.000 | 0.000 | 0.000 | 850.00 | 0.00 | ||
| 0670 | STEEL REINFORCEMENT | 08150 | LB | 626.00 | 626.000 | 0.000 | 0.000 | 1.30 | 0.00 | ||
| 0675 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 8.00 | 8.000 | 12.000 | 12.000 | 5,500.00 | 66,000.00 | ||
| 0680 | FUEL ADJUSTMENT | 10020NS | DOLL | 272,776.00 | 272,776.000 | 12,809.760 | 12,809.760 | 1.00 | 12,809.76 | ||
| 0685 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 414,199.00 | 414,199.000 | 179,799.840 | 179,799.840 | 1.00 | 179,799.84 | ||
| 0690 | W CAP EXISTING MAIN (SANITARY SEWER) | 14003 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | ||
| 0695 | S ENCASEMENT CONCRETE | 15012 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 116.00 | 0.00 | ||
| 0700 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 330.00 | 330.000 | 0.000 | 0.000 | 508.00 | 0.00 | ||
| 0705 | S ENCASEMENT STEEL BORED RANGE 5 | 15018 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 1,140.00 | 0.00 | ||
| 0710 | S ENCASEMENT STEEL BORED RANGE 6 | 15019 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 867.00 | 156,060.00 | ||
| 0715 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 40.00 | 40.000 | 212.660 | 212.660 | 171.25 | 36,418.02 | ||
| 0720 | S ENCASEMENT STEEL OPEN CUT RANGE 5 | 15024 | LF | 216.00 | 216.000 | 0.000 | 0.000 | 224.50 | 0.00 | ||
| 0725 | S FORCE MAIN PVC 03 INCH | 15058 | LF | 370.00 | 370.000 | 433.000 | 433.000 | 96.00 | 41,568.00 | ||
| 0730 | S FORCE MAIN TIE-IN 03 INCH | 15072 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,100.00 | 3,100.00 | ||
| 0735 | S LATERAL CLEANOUT | 15086 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 890.00 | 2,670.00 | ||
| 0740 | S LATERAL SHORT SIDE 06 INCH | 15090 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | ||
| 0745 | S MANHOLE | 15092 | EACH | 27.00 | 27.000 | 9.000 | 9.000 | 5,300.00 | 47,700.00 | ||
| 0750 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 25.00 | 25.000 | 6.000 | 6.000 | 1,450.00 | 8,700.00 | ||
| 0755 | S MANHOLE CASTING STANDARD | 15095 | EACH | 25.00 | 25.000 | 6.000 | 6.000 | 450.00 | 2,700.00 | ||
| 0760 | S MANHOLE CASTING WATERTIGHT | 15096 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 665.00 | 0.00 | ||
| 0765 | S PIPE PVC 08 INCH | 15112 | LF | 1,855.00 | 1,855.000 | 1,440.500 | 1,440.500 | 154.00 | 221,837.00 | ||
| 0770 | S PIPE PVC 12 INCH | 15114 | LF | 3,486.00 | 3,486.000 | 0.000 | 0.000 | 192.75 | 0.00 | ||
| 0775 | S PIPE PVC 24 INCH | 15117 | LF | 470.00 | 470.000 | 0.000 | 0.000 | 263.50 | 0.00 | ||
| 0780 | S PIPE SPECIAL (PVC 30-IN) | 15118 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 271.50 | 0.00 | ||
| 0785 | S PIPE SPECIAL (PVC 36-IN) | 15118 | LF | 142.00 | 142.000 | 0.000 | 0.000 | 325.50 | 0.00 | ||
| 0790 | TREE (AUTUMN GOLD GINKO) | 20000ES724 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0795 | TREE (EASTERN RED CEDAR) | 20000ES724 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0800 | TREE (LONDON PLANETREE) | 20000ES724 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 0805 | TREE (SARGENT CHERRY) | 20000ES724 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 0810 | TREE (SERVICEBERRY) | 20000ES724 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 0815 | OBJECT MARKER TY 3 | 20191ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 0820 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 5,000.00 | 5,000.000 | 38.500 | 1,086.000 | 1,124.500 | 50.00 | 1,925.00 | 56,225.00 |
| 0825 | SAW CUT (NO LONG. EDGE KEY) | 20430ED | LF | 1,330.00 | 1,330.000 | 939.000 | 939.000 | 1.50 | 1,408.50 | ||
| 0830 | WHITE OAK | 20451NS724 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0835 | SAWCUT PAVEMENT | 20550ND | LF | 2,000.00 | 2,000.000 | 8,087.000 | 8,087.000 | 1.50 | 12,130.50 | ||
| 0840 | REMOVE BARRIER | 20591EC | LF | 60.00 | 60.000 | 200.000 | 200.000 | 125.00 | 25,000.00 | ||
| 0845 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 0850 | LONGITUDINAL EDGE KEY | 21289ED | LF | 34,412.00 | 34,412.000 | 9,148.000 | 9,148.000 | 8.00 | 73,184.00 | ||
| 0855 | SHELLBARK HICKORY | 21568ES724 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0860 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 98.00 | 98.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0865 | HIGH STRENGTH GEOTEXTILE FABRIC TY V (TY 5) | 22861EN | SQYD | 132,100.00 | 132,100.000 | 2,442.220 | 75,182.060 | 77,624.280 | 3.65 | 8,914.10 | 283,328.62 |
| 0870 | BARRIER WALL TRANSITION | 22880ED | LF | 275.00 | 275.000 | 0.000 | 0.000 | 145.00 | 0.00 | ||
| 0875 | DECORATIVE HANDRAIL (LEGACY TRAIL) | 23143EN | LF | 120.00 | 120.000 | 0.000 | 0.000 | 275.00 | 0.00 | ||
| 0880 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 1,152.00 | 1,152.000 | 219.000 | 219.000 | 35.00 | 7,665.00 | ||
| 0885 | BLACKGUM | 23244NS724 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0890 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 7,826.00 | 7,826.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 0895 | CONC MEDIAN BARRIER WALL TY 14C (MODIFIED: TEXTURED) | 23877EC | LF | 4,006.00 | 4,006.000 | 0.000 | 0.000 | 90.00 | 0.00 | ||
| 0900 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | ||
| 0905 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0910 | INLAID PAVEMENT MARKER | 24489EC | EACH | 1,763.00 | 1,763.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0915 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 956.00 | 956.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0920 | PIPELINE INSPECTION | 24814EC | LF | 10,037.00 | 10,037.000 | 0.000 | 0.000 | 1.65 | 0.00 | ||
| 0925 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.020 | 0.860 | 0.880 | 400,000.00 | 8,000.00 | 352,000.00 |
| 8002 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 0.00 | 228.000 | 486.000 | 486.000 | 4.20 | 2,041.20 | ||
| 8003 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 0.00 | 29.000 | 1.000 | 112.000 | 113.000 | 52.50 | 52.50 | 5,932.50 |
| 8004 | SAND FOR BLOTTER | 02702 | TON | 0.00 | 175.000 | 138.280 | 138.280 | 85.69 | 11,849.21 | ||
| 8005 | LIQUIDATED DAMAGES Restricted Closures | 10111NS | DOLL | 0.00 | 0.001 | -3,900.000 | -3,900.000 | 1.00 | -3,900.00 | ||
| 8006 | GATE VALVE-12 IN non-compliant Buy America material | 03532 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 7,489.00 | 0.00 | ||
| 8007 | GATE VALVE-12 IN | 03532 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 683.55 | 0.00 | ||
| 8008 | GATE VALVE-8 IN non-compliant Buy America material | 03528 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 2,874.00 | 0.00 | ||
| 8009 | GATE VALVE-8 IN | 03528 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 262.50 | 0.00 | ||
| 8010 | GATE VALVE-4 IN non-compliant Buy America material | 03524 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 1,299.50 | 0.00 | ||
| 8011 | GATE VALVE-4 IN | 03524 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 151.73 | 0.00 | ||
| 8012 | GATE VALVE-2 IN non-compliant Buy America material | 03522 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 506.00 | 0.00 | ||
| 8013 | GATE VALVE-2 IN | 03522 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 58.80 | 0.00 | ||
| 8014 | TEE 12 IN 3-Way Spherical non-compliant Buy America material | 24486ED | EACH | 0.00 | 5.000 | 1.000 | 1.000 | 2,428.20 | 2,428.20 | ||
| 8015 | TEE 12 IN 3-Way Spherical | 24486ED | EACH | 0.00 | 5.000 | 1.000 | 1.000 | 1,699.74 | 1,699.74 | ||
| 8016 | TEE 8 IN 3-Way Spherical non-compliant Buy America material | 24486ED | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 1,230.67 | 0.00 | ||
| 8017 | TEE 8 IN 3-Way Sph | 24486ED | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 861.35 | 0.00 | ||
| 8018 | TEE 6 IN 3-Way Spherical non-compliant Buy America material | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 877.00 | 0.00 | ||
| 8019 | TEE 6 IN 3-Way Sph | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 613.20 | 0.00 | ||
| 8020 | TEE 4 IN 3-Way Spherical non-compliant Buy America material | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 698.00 | 0.00 | ||
| 8021 | TEE 4 IN 3-Way Sph | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 489.30 | 0.00 | ||
| 8022 | TEE 4 IN 3-Way Shortstop non-compliant Buy America material | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 357.00 | 0.00 | ||
| 8023 | TEE 4 IN 3-Way Shortstop | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 249.90 | 0.00 | ||
| 8024 | TEE 4 IN 3-Way Flat Bottom non-compliant Buy America material | 24486ED | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 396.00 | 396.00 | ||
| 8025 | TEE 4 IN 3-Way Flat Bottom | 24486ED | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 277.20 | 277.20 | ||
| 8026 | TEE 2 IN 3-Way Flat Bottom non-compliant Buy America material | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 116.00 | 0.00 | ||
| 8027 | TEE 2 IN 3-Way Flat Bottom | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 80.85 | 0.00 | ||
| 8028 | TEE 2 IN Purge Flat Bottom non-compliant Buy America material | 24486ED | EACH | 0.00 | 20.000 | 2.000 | 2.000 | 52.20 | 104.40 | ||
| 8029 | TEE 2 IN Purge Flat Bottom | 24486ED | EACH | 0.00 | 20.000 | 2.000 | 2.000 | 36.54 | 73.08 | ||
| 8030 | TEE 6 IN Weldfit SS non-compliant Buy America material | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 355.00 | 0.00 | ||
| 8031 | TEE 6 IN WF SS | 24486ED | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 247.80 | 0.00 | ||
| 8032 | G VALVE STEEL 01 INCH non-compliant Buy America material | 16111 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 360.00 | 0.00 | ||
| 8033 | G VALVE STEEL 01 INCH | 16111 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 42.00 | 0.00 | ||
| 8036 | TEMP GUARDRAIL | 02397 | LF | 0.00 | 700.000 | 700.000 | 700.000 | 10.50 | 7,350.00 | ||
| 8037 | G/R CONN TO BRIDGE END TY A-CR | 20382ES719 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,730.00 | 2,730.00 | ||
| Project | DE03400041801 | Fed/State Project Number | NHPP 2681 (033) | Category | 0003 DRAINAGE | ||||||
| 0930 | ENTRANCE PIPE-24 IN | 00443 | LF | 22.00 | 22.000 | 24.000 | 24.000 | 52.50 | 1,260.00 | ||
| 0935 | CULVERT PIPE-15 IN | 00461 | LF | 585.00 | 585.000 | 404.000 | 404.000 | 56.30 | 22,745.20 | ||
| 0940 | CULVERT PIPE-18 IN | 00462 | LF | 194.00 | 194.000 | 194.000 | 194.000 | 58.25 | 11,300.50 | ||
| 0945 | CULVERT PIPE-24 IN | 00464 | LF | 139.00 | 139.000 | 33.500 | 33.500 | 97.20 | 3,256.20 | ||
| 0950 | CULVERT PIPE-54 IN | 00471 | LF | 53.00 | 53.000 | 51.000 | 51.000 | 362.00 | 18,462.00 | ||
| 0955 | STORM SEWER PIPE-12 IN | 00520 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 63.50 | 0.00 | ||
| 0960 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,621.00 | 1,621.000 | 1,207.000 | 1,207.000 | 56.00 | 67,592.00 | ||
| 0965 | STORM SEWER PIPE-18 IN | 00522 | LF | 3,658.00 | 3,658.000 | 2,319.000 | 2,319.000 | 58.00 | 134,502.00 | ||
| 0970 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,459.00 | 1,459.000 | 910.500 | 910.500 | 80.00 | 72,840.00 | ||
| 0975 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,078.00 | 1,078.000 | 123.000 | 123.000 | 125.00 | 15,375.00 | ||
| 0980 | STORM SEWER PIPE-36 IN | 00528 | LF | 520.00 | 520.000 | 0.000 | 0.000 | 160.00 | 0.00 | ||
| 0985 | STORM SEWER PIPE-48 IN | 00530 | LF | 534.00 | 534.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 0990 | STORM SEWER PIPE-54 IN | 00531 | LF | 174.00 | 174.000 | 0.000 | 0.000 | 330.00 | 0.00 | ||
| 0995 | PERFORATED PIPE-4 IN | 01000 | LF | 22,254.00 | 22,254.000 | 7,793.000 | 7,793.000 | 4.15 | 32,340.95 | ||
| 1000 | PERFORATED PIPE-6 IN | 01001 | LF | 7,273.00 | 7,273.000 | 2,229.000 | 2,229.000 | 5.65 | 12,593.85 | ||
| 1005 | PERFORATED PIPE-8 IN | 01002 | LF | 1,427.00 | 1,427.000 | 275.000 | 275.000 | 6.50 | 1,787.50 | ||
| 1010 | PERFORATED PIPE-12 IN | 01004 | LF | 3,200.00 | 3,200.000 | 2,691.000 | 2,691.000 | 9.60 | 25,833.60 | ||
| 1015 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,396.00 | 1,396.000 | 427.000 | 427.000 | 10.00 | 4,270.00 | ||
| 1020 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 399.00 | 399.000 | 83.000 | 83.000 | 8.00 | 664.00 | ||
| 1025 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 55.00 | 55.000 | 20.000 | 20.000 | 12.00 | 240.00 | ||
| 1030 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 375.00 | 0.00 | ||
| 1035 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 385.00 | 0.00 | ||
| 1040 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 410.00 | 0.00 | ||
| 1045 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 415.00 | 0.00 | ||
| 1050 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 13.00 | 13.000 | 1.000 | 1.000 | 480.00 | 480.00 | ||
| 1055 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 485.00 | 0.00 | ||
| 1060 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 27.00 | 27.000 | 1.000 | 1.000 | 480.00 | 480.00 | ||
| 1065 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 485.00 | 970.00 | ||
| 1070 | PERF PIPE HEADWALL TY 4-8 IN | 01034 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 1075 | PIPE CULVERT HEADWALL-12 IN | 01200 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 975.00 | 0.00 | ||
| 1080 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 995.00 | 5,970.00 | ||
| 1085 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,085.00 | 2,170.00 | ||
| 1090 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,265.00 | 1,265.00 | ||
| 1095 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,575.00 | 1,575.00 | ||
| 1100 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,910.00 | 0.00 | ||
| 1105 | PIPE CULVERT HEADWALL-27 IN | 01223 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,470.00 | 0.00 | ||
| 1110 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 1,420.00 | 12,780.00 | ||
| 1115 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 14.00 | 14.000 | 6.000 | 6.000 | 1,340.00 | 8,040.00 | ||
| 1120 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 2,480.00 | 14,880.00 | ||
| 1125 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,155.00 | 4,310.00 | ||
| 1130 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,465.00 | 4,465.00 | ||
| 1135 | CURB BOX INLET TYPE A | 01456 | EACH | 36.00 | 36.000 | 3.000 | 16.500 | 19.500 | 5,075.00 | 15,225.00 | 98,962.50 |
| 1140 | CURB BOX INLET TYPE B | 01480 | EACH | 18.00 | 18.000 | 11.500 | 11.500 | 5,425.00 | 62,387.50 | ||
| 1145 | CURB BOX INLET TYPE F | 01487 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,405.00 | 6,810.00 | ||
| 1150 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 5,065.00 | 20,260.00 | ||
| 1155 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 5,380.00 | 2,690.00 | 5,380.00 |
| 1160 | DROP BOX INLET TYPE 5D | 01511 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,095.00 | 5,095.00 | ||
| 1165 | DROP BOX INLET TYPE 11 | 01544 | EACH | 15.00 | 15.000 | 11.000 | 11.000 | 2,630.00 | 28,930.00 | ||
| 1170 | DROP BOX INLET TYPE 13G | 01559 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 3,220.00 | 3,220.00 | ||
| 1175 | DROP BOX INLET TYPE 14 | 01577 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 2,205.00 | 8,820.00 | ||
| 1180 | CAP DROP BOX INLET | 01584 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 735.00 | 735.00 | ||
| 1185 | CONC MED BARR BOX INLET TY 14B2 | 01615 | EACH | 4.00 | 4.000 | 0.500 | 0.500 | 9,430.00 | 4,715.00 | ||
| 1190 | CONC MED BARR BOX INLET TY 14B1 | 01616 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,995.00 | 0.00 | ||
| 1195 | CAP CURB BOX INLET | 01634 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 1,675.00 | 3,350.00 | ||
| 1200 | JUNCTION BOX-18 IN | 01642 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 1,150.00 | 5,750.00 | ||
| 1205 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,015.00 | 3,015.00 | ||
| 1210 | FLUME INLET TYPE 2 | 01691 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,995.00 | 0.00 | ||
| 1215 | MANHOLE TYPE A | 01756 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 3,415.00 | 13,660.00 | ||
| 1220 | MANHOLE TYPE C | 01767 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 7,265.00 | 21,795.00 | ||
| 1225 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,515.00 | 0.00 | ||
| 1230 | CONCRETE-CLASS B | 02555 | CUYD | 72.00 | 72.000 | 0.000 | 0.000 | 355.00 | 0.00 | ||
| 1235 | CONCRETE-CLASS A | 08100 | CUYD | 15.93 | 15.930 | 10.820 | 10.820 | 875.00 | 9,467.50 | ||
| 1240 | DRAIN PIPE-8 IN | 08821 | LF | 59.00 | 59.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 1245 | CONC MEDIAN BARRIER BOX INLET TY 14A1 | 20932ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,995.00 | 0.00 | ||
| 1250 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 175.00 | 0.00 | ||
| 1255 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 12.00 | 12.000 | 3.000 | 3.000 | 1,685.00 | 5,055.00 | ||
| 1260 | RESET GRATE | 23970NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | ||
| 1265 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 4,825.00 | 9,650.00 | ||
| 8040 | STORM SEWER PIPE-18 IN EQUIV | 00552 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 94.32 | 0.00 | ||
| 8041 | DROP BOX INLET TYPE 11 MOD | 01545 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 4,471.07 | 0.00 | ||
| Project | DE03400041801 | Fed/State Project Number | NHPP 2681 (033) | Category | 0004 BRIDGE - US 25 - GEORGETOWN ROAD - DWG. 27260 | ||||||
| 1270 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 336.00 | 336.000 | 0.000 | 0.000 | 232.00 | 0.00 | ||
| 1275 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 790.00 | 790.000 | 263.333 | 263.333 | 65.00 | 17,116.64 | ||
| 1280 | MASONRY COATING | 02998 | SQYD | 2,801.00 | 2,801.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 1285 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 220.00 | 220.000 | 84.000 | 84.000 | 60.00 | 5,040.00 | ||
| 1290 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,001.00 | 1,001.000 | 216.833 | 216.833 | 71.00 | 15,395.14 | ||
| 1295 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 188.00 | 188.000 | 60.750 | 60.750 | 62.00 | 3,766.50 | ||
| 1300 | FOUNDATION PREPARATION (PIER NO. 1) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,200.00 | 8,200.00 | ||
| 1305 | FOUNDATION PREPARATION (PIER NO. 3) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,200.00 | 8,200.00 | ||
| 1310 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 683.00 | 683.000 | 227.667 | 227.667 | 43.00 | 9,789.68 | ||
| 1315 | TEST PILES | 08033 | LF | 24.00 | 24.000 | 25.000 | 25.000 | 55.00 | 1,375.00 | ||
| 1320 | PILES-STEEL HP12X53 | 08046 | LF | 354.00 | 354.000 | 128.165 | 128.165 | 55.00 | 7,049.07 | ||
| 1325 | PILE POINTS-12 IN | 08094 | EACH | 16.00 | 16.000 | 7.000 | 7.000 | 114.00 | 798.00 | ||
| 1330 | CONCRETE-CLASS A | 08100 | CUYD | 711.00 | 711.000 | 231.099 | 231.099 | 511.00 | 118,091.58 | ||
| 1335 | CONCRETE-CLASS AA | 08104 | CUYD | 1,159.00 | 1,159.000 | 435.656 | 435.656 | 554.00 | 241,353.42 | ||
| 1340 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 30.00 | 1,200.00 | ||
| 1345 | MECHANICAL REINF COUPLER #6 | 08131 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 31.00 | 930.00 | ||
| 1350 | MECHANICAL REINF COUPLER #9 | 08134 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 78.00 | 624.00 | ||
| 1355 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 114.00 | 5,472.00 | ||
| 1360 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 709.00 | 709.000 | 0.000 | 0.000 | 32.00 | 0.00 | ||
| 1365 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 376.00 | 376.000 | 0.000 | 0.000 | 31.00 | 0.00 | ||
| 1370 | STEEL REINFORCEMENT | 08150 | LB | 120,780.00 | 120,780.000 | 39,079.619 | 39,079.619 | 1.13 | 44,159.96 | ||
| 1375 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 276,785.00 | 276,785.000 | 104,040.751 | 104,040.751 | 1.19 | 123,808.49 | ||
| 1380 | PRECAST PC I BEAM TYPE 4 | ||||||||||