|
Report_Id: 161263 Est NO 0033 |
Date:06/27/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 161263 | Estimate Number | 0033 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06340) Stork, Michael S. | ||||||
| Contractor | THE W L HARPER CO J/V BLUEGRASS PAVING | ADDR SN 1 VC Code VC0000018486 | |||||
| P O BOX 420 | |||||||
| HEBRON , KY , 41048 | |||||||
| Pay Period | 06/02/2018 TO 06/20/2018 | ||||||
| Date Approved | 06/26/2018 | ||||||
| Primary Proj Number | DE00805361663 | ||||||
| Project No. | STP 5225 (005) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | MT. ZION ROAD (KY 536) | ||||||
| Description | MT. ZION ROAD (KY 536) | ||||||
| Date Let | 10/28/2016 | Formal Acceptance | |||||
| Date Awarded | 11/04/2016 | Date Work Began | 12/14/2016 | ||||
| Date Contract Executed | 12/05/2016 | Open To Traffic | |||||
| Date NTP Issued | 12/05/2016 | Actual Completion Date | |||||
| Current Contract Amount | $26,129,338.22 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $26,129,338.22 |
Total Earnings | $8,577,352.26 |
$8,363,768.10 |
$213,584.16 |
|
| Percent Complete | 33.07 |
Stockpiled Materials | $62,668.68 |
$92,437.01 |
$-29,768.33 |
|
| Funds Available | $17,489,317.28 |
Gross Earnings | $8,640,020.94 |
$8,456,205.11 |
$183,815.83 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,640,020.94 |
$8,456,205.11 |
$183,815.83 |
|||
| Contract Id | 161263 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0033 | Project Number | STP 5225 (005) | |||||||
| Contractor | THE W L HARPER CO J/V BLUEGRASS PAVING | Period | 06/02/2018 TO 06/20/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 161263 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00805361663 | ||||||
| Estimate Nbr | 0033 | Period | 06/02/2018 TO 06/20/2018 | |||||||
| Contractor | THE W L HARPER CO J/V BLUEGRASS PAVING | |||||||||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | 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 | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 50,100.00 | 50,100.000 | 306.660 | 11,934.950 | 12,241.610 | 24.67 | 7,565.30 | 302,000.51 | |
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 119,846.00 | 119,846.000 | 21,212.370 | 21,212.370 | 3.80 | 80,607.00 | |||
| 0015 | LIME | 00014 | TON | 2,049.00 | 2,049.000 | 355.220 | 355.220 | 152.00 | 53,993.44 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 25,627.00 | 25,627.000 | 3,194.340 | 3,194.340 | 41.36 | 132,117.90 | |||
| 0025 | CRUSHED AGGREGATE SIZE NO 2 (INCLUDING 264 TONS FOR PERFORATED PIPE) | 00078 | TON | 2,745.00 | 2,745.000 | 2,884.140 | 2,884.140 | 26.60 | 76,718.12 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 155.64 | 0.00 | |||
| 0035 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 817.80 | 0.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,302.00 | 1,302.000 | 24.900 | 24.900 | 64.72 | 1,611.52 | |||
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 77,346.00 | 77,346.000 | 49.950 | 12,383.360 | 12,433.310 | 48.49 | 2,422.07 | 602,891.20 | |
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 125.00 | 125.000 | 15.300 | 15.300 | 552.73 | 8,456.76 | |||
| 0055 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 12,724.00 | 12,724.000 | 375.350 | 375.350 | 62.10 | 23,309.23 | |||
| 0060 | JPC PAVEMENT-8 IN | 02084 | SQYD | 475.00 | 475.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0065 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 3,459.00 | 3,459.000 | 0.000 | 0.000 | 54.50 | 0.00 | |||
| 0070 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 5,282.00 | 5,282.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 0075 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 7,010.00 | 7,010.000 | 4,094.560 | 4,094.560 | 1.00 | 4,094.56 | |||
| 0080 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0085 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,102.00 | 2,102.000 | 0.000 | 0.000 | 11.13 | 0.00 | |||
| 0090 | SAND FOR BLOTTER | 02702 | TON | 300.00 | 300.000 | 0.000 | 0.000 | 29.96 | 0.00 | |||
| 0095 | STAMPED CONCRETE-10 IN | 23188EC | SQYD | 974.00 | 974.000 | 0.000 | 0.000 | 106.50 | 0.00 | |||
| 0100 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 80,985.00 | 80,985.000 | 1,400.200 | 1,400.200 | 0.25 | 350.05 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0002 ROADWAY | |||||||
| 0105 | ENTRANCE PIPE-15 IN | 00440 | LF | 56.00 | 56.000 | 76.000 | 76.000 | 48.10 | 3,655.60 | |||
| 0110 | ENTRANCE PIPE-18 IN | 00441 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 50.75 | 0.00 | |||
| 0115 | PERFORATED PIPE-4 IN | 01000 | LF | 4,767.00 | 4,767.000 | 70.000 | 2,120.000 | 2,190.000 | 9.62 | 673.40 | 21,067.80 | |
| 0120 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 26,756.00 | 26,756.000 | 4,935.000 | 4,935.000 | 5.00 | 24,675.00 | |||
| 0125 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 655.00 | 655.000 | 333.000 | 333.000 | 9.55 | 3,180.15 | |||
| 0130 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,378.00 | 0.00 | |||
| 0135 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 581.43 | 0.00 | |||
| 0140 | PLUG PIPE | 01314 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 560.00 | 1,120.00 | |||
| 0145 | REMOVE DROP BOX INLET | 01585 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 0150 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 410.00 | 820.00 | |||
| 0155 | STANDARD CURB AND GUTTER | 01810 | LF | 47,230.00 | 47,230.000 | 605.500 | 6,574.500 | 7,180.000 | 17.00 | 10,293.50 | 122,060.00 | |
| 0160 | ISLAND CURB AND GUTTER | 01825 | LF | 760.00 | 760.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0165 | STANDARD INTEGRAL CURB | 01830 | LF | 565.00 | 565.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0170 | STANDARD HEADER CURB | 01875 | LF | 249.00 | 249.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0175 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 242.00 | 242.000 | 48.250 | 48.250 | 91.00 | 4,390.75 | |||
| 0180 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0185 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,060.00 | 1,060.000 | 0.000 | 0.000 | 9.12 | 0.00 | |||
| 0190 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 0195 | REMOVE PAVEMENT | 02091 | SQYD | 3,493.00 | 3,493.000 | 0.000 | 0.000 | 11.72 | 0.00 | |||
| 0200 | TEMP DITCH | 02159 | LF | 7,400.00 | 7,400.000 | 6,987.000 | 6,987.000 | 0.80 | 5,589.60 | |||
| 0205 | CLEAN TEMP DITCH | 02160 | LF | 3,700.00 | 3,700.000 | 720.000 | 720.000 | 0.60 | 432.00 | |||
| 0210 | ROADWAY EXCAVATION | 02200 | CUYD | 395,077.00 | 395,077.000 | 11,676.000 | 269,545.940 | 281,221.940 | 6.63 | 77,411.88 | 1,864,501.46 | |
| 0215 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 83.00 | 83.000 | 104.530 | 104.530 | 25.00 | 2,613.25 | |||
| 0220 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 150.00 | 150.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0225 | FENCE-6 FT CHAIN LINK | 02274 | LF | 1,023.00 | 1,023.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0230 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0235 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 582.00 | 582.000 | 0.000 | 0.000 | 14.25 | 0.00 | |||
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0245 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0250 | REMOVE GUARDRAIL | 02381 | LF | 810.00 | 810.000 | 187.500 | 187.500 | 1.35 | 253.12 | |||
| 0255 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0260 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 243.00 | 243.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0265 | WITNESS POST | 02432 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0270 | REMOVE TREES OR STUMPS | 02460 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0275 | CAP MANHOLE | 02479 | SQYD | 1.40 | 1.400 | 1.400 | 1.400 | 680.00 | 952.00 | |||
| 0280 | CHANNEL LINING CLASS II (INCLUDING 352 TONS FROM PIPE DRAINAGE) | 02483 | TON | 2,960.00 | 2,960.000 | 184.440 | 184.440 | 38.90 | 7,174.71 | |||
| 0285 | CHANNEL LINING CLASS III (INCLUDING 230 TONS FROM PIPE DRAINAGE) | 02484 | TON | 829.00 | 829.000 | 563.610 | 563.610 | 42.50 | 23,953.42 | |||
| 0290 | CLEARING AND GRUBBING (APPROXIMATELY 82.3 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 200,000.00 | 180,000.00 | |||
| 0295 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 1,950.00 | 0.00 | |||
| 0300 | CONCRETE-CLASS B (FOR RETAINING WALL) | 02555 | CUYD | 63.00 | 63.000 | 59.190 | 59.190 | 475.00 | 28,115.25 | |||
| 0305 | TEMPORARY SIGNS | 02562 | SQFT | 1,633.00 | 1,633.000 | 940.000 | 940.000 | 6.50 | 6,110.00 | |||
| 0310 | EDGE KEY | 02585 | LF | 131.00 | 131.000 | 0.000 | 0.000 | 26.03 | 0.00 | |||
| 0315 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 15,000.00 | 15,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0320 | HANDRAIL-TYPE A-1 | 02611 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0325 | HANDRAIL-TYPE A | 02619 | LF | 9.00 | 9.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0330 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 300,000.00 | 90,000.00 | |||
| 0335 | DIVERSIONS (BY-PASS DETOURS) (#1 - STA. 4+00 - 23+00 MAINLINE) | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 68,421.40 | 51,316.05 | |||
| 0340 | DIVERSIONS (BY-PASS DETOURS) (#2 - STA. 20+09.70 - 21+68.58 - GOLDEN | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,026.50 | 0.00 | |||
| 0345 | DIVERSIONS (BY-PASS DETOURS) (#3 - STA. 66+00 - 72+25.96 - MAINLINE) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 28,913.15 | 0.00 | |||
| 0350 | DIVERSIONS (BY-PASS DETOURS) (#4 - STA. 100+60.72 - 111+25 - MAINLINE | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 33,228.60 | 24,921.45 | |||
| 0355 | DIVERSIONS (BY-PASS DETOURS) (#5 - STA. 124+00 - 129+84.57 - MAINLINE | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,503.70 | 0.00 | |||
| 0360 | DIVERSIONS (BY-PASS DETOURS) (#6 - STA. 39+91.87 - 44+80.35 - KY 237, | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 19,211.60 | 14,408.70 | |||
| 0365 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10,487.81 | 41,951.24 | |||
| 0370 | SAFELOADING | 02690 | CUYD | 225.00 | 225.000 | 58.270 | 58.270 | 91.00 | 5,302.57 | |||
| 0375 | TEMP SILT FENCE | 02701 | LF | 7,400.00 | 7,400.000 | 22,495.000 | 22,495.000 | 1.75 | 39,366.25 | |||
| 0380 | SILT TRAP TYPE A | 02703 | EACH | 80.00 | 80.000 | 7.000 | 7.000 | 150.00 | 1,050.00 | |||
| 0385 | SILT TRAP TYPE B | 02704 | EACH | 80.00 | 80.000 | 314.000 | 314.000 | 155.00 | 48,670.00 | |||
| 0390 | SILT TRAP TYPE C | 02705 | EACH | 80.00 | 80.000 | 5.000 | 69.000 | 74.000 | 152.00 | 760.00 | 11,248.00 | |
| 0395 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 80.00 | 80.000 | 1.000 | 1.000 | 16.00 | 16.00 | |||
| 0400 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 80.00 | 80.000 | 146.000 | 146.000 | 16.00 | 2,336.00 | |||
| 0405 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 80.00 | 80.000 | 10.000 | 10.000 | 16.00 | 160.00 | |||
| 0410 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 15,180.00 | 15,180.000 | 187.350 | 187.350 | 36.50 | 6,838.27 | |||
| 0415 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 521,037.98 | 208,415.19 | |||
| 0420 | REMOVE STRUCTURE (20 X 6 RCBC - STA. 47+66 - 47+86 - HATH | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,150.00 | 0.00 | |||
| 0425 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0430 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 3,000.00 | 3,000.000 | 2,980.000 | 2,980.000 | 15.24 | 45,415.20 | |||
| 0435 | PVC PIPE-6 IN | 03385 | LF | 96.00 | 96.000 | 28.000 | 28.000 | 14.25 | 399.00 | |||
| 0440 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,942.00 | 4,942.000 | 4,637.556 | 4,637.556 | 1.10 | 5,101.31 | |||
| 0445 | TEMP MULCH | 05952 | SQYD | 258,940.00 | 258,940.000 | 172,174.501 | 172,174.501 | 0.17 | 29,269.66 | |||
| 0450 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 194,205.00 | 194,205.000 | 488,368.505 | 488,368.505 | 0.27 | 131,859.49 | |||
| 0455 | INITIAL FERTILIZER | 05963 | TON | 23.00 | 23.000 | 0.383 | 0.383 | 650.00 | 248.95 | |||
| 0460 | 20-10-10 FERTILIZER | 05964 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| 0465 | SEEDING AND PROTECTION | 05985 | SQYD | 192,129.00 | 192,129.000 | 4,637.556 | 4,637.556 | 0.34 | 1,576.76 | |||
| 0470 | SODDING | 05990 | SQYD | 25,074.00 | 25,074.000 | 0.000 | 0.000 | 3.37 | 0.00 | |||
| 0475 | AGRICULTURAL LIMESTONE | 05992 | TON | 138.00 | 138.000 | 0.000 | 0.000 | 67.00 | 0.00 | |||
| 0480 | SPREADING STOCKPILED TOPSOIL | 05998 | CUYD | 5,949.00 | 5,949.000 | 735.050 | 735.050 | 6.40 | 4,704.32 | |||
| 0485 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 134,700.00 | 134,700.000 | 1,618.000 | 1,618.000 | 0.15 | 242.70 | |||
| 0490 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 137,725.00 | 137,725.000 | 3,476.000 | 3,476.000 | 0.15 | 521.40 | |||
| 0495 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 4,488.00 | 4,488.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0500 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 303.00 | 303.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0505 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 1,149.00 | 1,149.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0510 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 3,218.00 | 3,218.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0515 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 1,364.00 | 1,364.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0520 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0525 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 110.00 | 110.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0530 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0535 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 290.00 | 290.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0540 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 1,032.00 | 1,032.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0545 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 315.00 | 315.000 | 0.000 | 0.000 | 24.75 | 0.00 | |||
| 0550 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 467.00 | 467.000 | 0.000 | 0.000 | 24.75 | 0.00 | |||
| 0555 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0560 | FUEL ADJUSTMENT | 10020NS | DOLL | 371,689.00 | 371,689.000 | 15,654.340 | 15,654.340 | 1.00 | 15,654.34 | |||
| 0565 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 457,931.00 | 457,931.000 | 15,239.260 | 15,239.260 | 1.00 | 15,239.26 | |||
| 0570 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0575 | SAWCUT PAVEMENT | 20550ND | LF | 3,722.00 | 3,722.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0580 | GAS UTILITY COORDINATION | 20818ND | LS | 1.00 | 1.000 | 0.250 | 0.250 | 16,742.44 | 4,185.61 | |||
| 0585 | LONGITUDINAL EDGE KEY | 21289ED | LF | 3,246.00 | 3,246.000 | 0.000 | 0.000 | 4.94 | 0.00 | |||
| 0590 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 128.00 | 128.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0595 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 205.00 | 205.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0600 | STRIPING REMOVAL | 23139EN | LF | 25,000.00 | 25,000.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0605 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 2,020.00 | 2,020.000 | 32.000 | 32.000 | 33.00 | 1,056.00 | |||
| 0610 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 2,105.00 | 2,105.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0615 | TURF REINFORCEMENT MAT 3 | 23276EN11F | SQYD | 211.00 | 211.000 | 0.000 | 0.000 | 8.88 | 0.00 | |||
| 0620 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0625 | R/W MONUMENT TYPE 3 | 24540 | EACH | 110.00 | 110.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0630 | R/W MONUMENT TYPE 3A | 24541 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0635 | RELOCATE (HISTORIC ENTRANCE GATE) | 24605ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 34,509.00 | 0.00 | |||
| 0640 | WITNESS R/W MONUMENT TYPE 4 | 24663ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0645 | PIPELINE INSPECTION | 24814EC | LF | 26,756.00 | 26,756.000 | 0.000 | 0.000 | 3.10 | 0.00 | |||
| 0650 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 294,885.25 | 294,885.25 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0003 DRAINAGE | |||||||
| 0655 | CULVERT PIPE-18 IN | 00462 | LF | 321.00 | 321.000 | 0.000 | 0.000 | 58.50 | 0.00 | |||
| 0660 | CULVERT PIPE-24 IN | 00464 | LF | 207.00 | 207.000 | 39.000 | 39.000 | 80.10 | 3,123.90 | |||
| 0665 | CULVERT PIPE-30 IN | 00466 | LF | 74.00 | 74.000 | 78.000 | 78.000 | 88.65 | 6,914.70 | |||
| 0670 | STORM SEWER PIPE-12 IN | 00520 | LF | 23.00 | 23.000 | 19.000 | 19.000 | 56.65 | 1,076.35 | |||
| 0675 | STORM SEWER PIPE-15 IN | 00521 | LF | 7,067.00 | 7,067.000 | 2,344.000 | 2,344.000 | 40.80 | 95,635.20 | |||
| 0680 | STORM SEWER PIPE-18 IN | 00522 | LF | 9,602.00 | 9,602.000 | 5,279.500 | 5,279.500 | 50.20 | 265,030.90 | |||
| 0685 | STORM SEWER PIPE-24 IN | 00524 | LF | 4,094.00 | 4,094.000 | 2,278.000 | 2,278.000 | 55.10 | 125,517.80 | |||
| 0690 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,168.00 | 1,168.000 | 312.000 | 312.000 | 82.60 | 25,771.20 | |||
| 0695 | STORM SEWER PIPE-36 IN | 00528 | LF | 2,479.00 | 2,479.000 | 408.000 | 408.000 | 103.40 | 42,187.20 | |||
| 0700 | STORM SEWER PIPE-42 IN | 00529 | LF | 920.00 | 920.000 | 905.000 | 905.000 | 140.25 | 126,926.25 | |||
| 0705 | STORM SEWER PIPE-48 IN | 00530 | LF | 501.00 | 501.000 | 0.000 | 0.000 | 166.50 | 0.00 | |||
| 0710 | STORM SEWER PIPE-54 IN | 00531 | LF | 1,228.00 | 1,228.000 | 0.000 | 0.000 | 144.50 | 0.00 | |||
| 0715 | STORM SEWER PIPE-60 IN | 00532 | LF | 1,128.00 | 1,128.000 | 495.000 | 274.000 | 769.000 | 162.90 | 80,635.50 | 125,270.10 | |
| 0720 | STORM SEWER PIPE-66 IN | 00533 | LF | 1,202.00 | 1,202.000 | 400.000 | 400.000 | 179.40 | 71,760.00 | |||
| 0725 | STORM SEWER PIPE-72 IN EQUIV | 00564 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 488.50 | 0.00 | |||
| 0730 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 282.00 | 0.00 | |||
| 0735 | PIPE CULVERT HEADWALL-12 IN | 01200 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,470.00 | 1,470.00 | |||
| 0740 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,470.00 | 2,940.00 | |||
| 0745 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 12.00 | 12.000 | 1.000 | 1.000 | 1,475.00 | 1,475.00 | |||
| 0750 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 1,825.00 | 5,475.00 | |||
| 0755 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,270.00 | 2,270.00 | |||
| 0760 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,455.00 | 0.00 | |||
| 0765 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,785.00 | 5,570.00 | |||
| 0770 | PIPE CULVERT HEADWALL-66 IN | 01222 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,345.00 | 11,345.00 | |||
| 0775 | METAL END SECTION TY 1-24 IN | 01373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,790.00 | 0.00 | |||
| 0780 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,160.00 | 0.00 | |||
| 0785 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,945.00 | 2,945.00 | |||
| 0790 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,285.00 | 4,285.00 | |||
| 0795 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,055.00 | 0.00 | |||
| 0800 | CURB BOX INLET TYPE A | 01456 | EACH | 201.00 | 201.000 | 1.500 | 58.000 | 59.500 | 3,975.00 | 5,962.50 | 236,512.50 | |
| 0805 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,230.00 | 4,230.00 | |||
| 0810 | DROP BOX INLET TYPE 3 | 01496 | EACH | 45.00 | 45.000 | 9.500 | 9.500 | 3,290.00 | 31,255.00 | |||
| 0815 | DROP BOX INLET TYPE 4 | 01499 | EACH | 10.00 | 10.000 | 0.500 | 0.500 | 3,650.00 | 1,825.00 | |||
| 0820 | DROP BOX INLET TYPE 7 | 01538 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,225.00 | 0.00 | |||
| 0825 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,140.00 | 0.00 | |||
| 0830 | DROP BOX INLET TYPE 13G | 01559 | EACH | 3.00 | 3.000 | 1.500 | 1.500 | 3,040.00 | 4,560.00 | |||
| 0835 | DROP BOX INLET TYPE 13S | 01568 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 3,080.00 | 3,080.00 | |||
| 0840 | DROP BOX INLET TYPE 15 | 01580 | EACH | 19.00 | 19.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0845 | DROP BOX INLET TYPE 16S | 01587 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0850 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,450.00 | 0.00 | |||
| 0855 | MANHOLE TYPE A | 01756 | EACH | 5.00 | 5.000 | 1.500 | 1.500 | 2,590.00 | 3,885.00 | |||
| 0860 | MANHOLE TYPE B | 01761 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 4,375.00 | 4,375.00 | |||
| 0865 | MANHOLE TYPE C | 01767 | EACH | 28.00 | 28.000 | 1.000 | 4.000 | 5.000 | 5,815.00 | 5,815.00 | 29,075.00 | |
| 0870 | CONCRETE-CLASS A (ANTI-SEEP COLLAR) | 08100 | CUYD | 3.30 | 3.300 | 3.300 | 3.300 | 810.00 | 2,673.00 | |||
| 0875 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,060.00 | 0.00 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0004 BRIDGE - CULVERT- SINGLE RCBC 20FT X 8 FT - DWG . 27594 | |||||||
| 0880 | HANDRAIL-TYPE A-2 | 02612 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 118.00 | 0.00 | |||
| 0885 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 520.00 | 520.000 | 529.260 | 529.260 | 50.00 | 26,463.00 | |||
| 0890 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0895 | CONCRETE-CLASS A | 08100 | CUYD | 373.00 | 373.000 | 373.000 | 373.000 | 495.00 | 184,635.00 | |||
| 0900 | STEEL REINFORCEMENT | 08150 | LB | 41,353.00 | 41,353.000 | 41,353.000 | 41,353.000 | 0.85 | 35,150.05 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0005 UTILITY - GAS | |||||||
| 0905 | G DIRECTIONAL BORE INST (RIGHT OF MAINLINE, STA. 8+00 TO 14+00) | 16500 | LF | 613.00 | 613.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 0910 | G PIPE POLYETHYLENE/PLASTIC 02 INCH INST | 16515 | LF | 592.00 | 592.000 | 300.000 | 300.000 | 46.00 | 13,800.00 | |||
| 0915 | G PIPE POLYETHYLENE/PLASTIC 04 INCH INST | 16517 | LF | 1,154.00 | 1,154.000 | 880.000 | 880.000 | 50.00 | 44,000.00 | |||
| 0920 | G PIPE POLYETHYLENE/PLASTIC 06 INCH INST | 16518 | LF | 953.00 | 953.000 | 731.000 | 731.000 | 60.00 | 43,860.00 | |||
| 0925 | G PIPE POLYETHYLENE/PLASTIC 12 INCH INST | 16521 | LF | 12,623.00 | 12,623.000 | 3,545.000 | 3,545.000 | 86.00 | 304,870.00 | |||
| 0930 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH INST | 16531 | EACH | 30.00 | 30.000 | 15.000 | 15.000 | 1,200.00 | 18,000.00 | |||
| 0935 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH INST | 16536 | EACH | 16.00 | 16.000 | 3.000 | 3.000 | 360.00 | 1,080.00 | |||
| 0940 | G VALVE POLYETHYLENE/PLASTIC 02 IN INST | 16549 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0945 | G VALVE POLYETHYLENE/PLASTIC 04 IN INST | 16551 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0950 | G VALVE POLYETHYLENE/PLASTIC 06 IN INST | 16552 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0955 | G VALVE POLYETHYLENE/PLASTIC 12 IN INST | 16555 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0006 SEWER | |||||||
| 0960 | SEPTIC TANK TREATMENT | 02404 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,735.00 | 0.00 | |||
| 0965 | S BYPASS PUMPING | 15000 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 4,625.00 | 13,875.00 | |||
| 0970 | S LATERAL CLEANOUT | 15086 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 745.00 | 5,215.00 | |||
| 0975 | S LATERAL SHORT SIDE 06 INCH | 15090 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 2,495.00 | 17,465.00 | |||
| 0980 | S MANHOLE | 15092 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 3,130.00 | 28,170.00 | |||
| 0985 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 830.00 | 4,980.00 | |||
| 0990 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 34.00 | 34.000 | 1.000 | 9.000 | 10.000 | 1,895.00 | 1,895.00 | 18,950.00 | |
| 0995 | S MANHOLE CASTING STANDARD | 15095 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 505.00 | 1,515.00 | |||
| 1000 | S MANHOLE SPECIAL | 15098 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 7,345.00 | 7,345.00 | |||
| 1005 | S MANHOLE TAP EXISTING | 15099 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,765.00 | 7,060.00 | |||
| 1010 | S PIPE DUCTILE IRON 08 INCH | 15104 | LF | 644.00 | 644.000 | 627.820 | 627.820 | 108.00 | 67,804.56 | |||
| 1015 | S PIPE PVC 08 INCH | 15112 | LF | 1,123.00 | 1,123.000 | 1,093.720 | 1,093.720 | 61.50 | 67,263.78 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0007 SIGNING | |||||||
| 1020 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 759.00 | 759.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 1025 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 1,006.00 | 1,006.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1030 | STEEL POST TYPE 1 | 06410 | LF | 3,974.00 | 3,974.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 1035 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1040 | BARCODE SIGN INVENTORY | 24631EC | EACH | 408.00 | 408.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0008 SIGNALIZATION | |||||||
| 1045 | CONDUIT-1 IN | 04792 | LF | 330.00 | 330.000 | 0.000 | 0.000 | 4.40 | 0.00 | |||
| 1050 | CONDUIT-1 1/4 IN | 04793 | LF | 851.00 | 851.000 | 0.000 | 0.000 | 5.05 | 0.00 | |||
| 1055 | CONDUIT-2 IN | 04795 | LF | 1,040.00 | 1,040.000 | 0.000 | 0.000 | 6.32 | 0.00 | |||
| 1060 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 1065 | TRENCHING AND BACKFILLING | 04820 | LF | 1,916.00 | 1,916.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 1070 | LOOP WIRE | 04830 | LF | 9,558.00 | 9,558.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1075 | CABLE-NO. 14/5C | 04844 | LF | 11,470.00 | 11,470.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 1080 | CABLE-NO. 14/1 PAIR | 04850 | LF | 11,199.00 | 11,199.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 1085 | MESSENGER-10800 LB | 04885 | LF | 475.00 | 475.000 | 0.000 | 0.000 | 6.90 | 0.00 | |||
| 1090 | MESSENGER-15400 LB | 04886 | LF | 1,150.00 | 1,150.000 | 0.000 | 0.000 | 9.75 | 0.00 | |||
| 1095 | LOOP SAW SLOT AND FILL | 04895 | LF | 3,560.00 | 3,560.000 | 0.000 | 0.000 | 12.90 | 0.00 | |||
| 1100 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,290.00 | 0.00 | |||
| 1105 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,060.00 | 0.00 | |||
| 1110 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,496.00 | 0.00 | |||
| 1115 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 1120 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 340.00 | 0.00 | |||
| 1125 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 276.00 | 0.00 | |||
| 1130 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 521.00 | 0.00 | |||
| 1135 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 521.00 | 0.00 | |||
| 1140 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 1145 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 61.00 | 61.000 | 0.000 | 0.000 | 560.00 | 0.00 | |||
| 1150 | INSTALL SIGNAL PEDESTAL (REVISED: 10-21-16) | 23222EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 1155 | INSTALL ANTENNA | 23982EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 835.00 | 0.00 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0009 LIGHTING | |||||||
| 1160 | POLE 40 FT MTG HT | 04701 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 1,125.00 | 0.00 | |||
| 1165 | BRACKET 8 FT | 04722 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 278.00 | 0.00 | |||
| 1170 | POLE BASE | 04740 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 1175 | TRANSFORMER BASE | 04750 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1180 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,250.00 | 0.00 | |||
| 1185 | FUSED CONNECTOR KIT | 04780 | EACH | 124.00 | 124.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1190 | CONDUIT-1 1/4 IN | 04793 | LF | 9,200.00 | 9,200.000 | 0.000 | 0.000 | 5.05 | 0.00 | |||
| 1195 | CONDUIT-2 IN | 04795 | LF | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 6.32 | 0.00 | |||
| 1200 | TRENCHING AND BACKFILLING | 04820 | LF | 9,800.00 | 9,800.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 1205 | WIRE-NO. 12 | 04832 | LF | 9,300.00 | 9,300.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1210 | WIRE-NO. 8 | 04833 | LF | 31,200.00 | 31,200.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 1215 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 560.00 | 0.00 | |||
| 1220 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 1225 | BORE AND JACK CONDUIT | 21543EN | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1230 | LED LUMINAIRE (TYPE A, 150 WATT) | 24589ED | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 712.00 | 0.00 | |||
| 1235 | LED LUMINAIRE (TYPE A, 220 WATT) | 24589ED | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 855.00 | 0.00 | |||
| 1240 | LED LUMINAIRE (TYPE A, 50 WATT) | 24589ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 533.00 | 0.00 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0010 WATERLINE | |||||||
| 1245 | W ENCASEMENT CONCRETE | 14005 | LF | 120.00 | 120.000 | 54.000 | 54.000 | 162.00 | 8,748.00 | |||
| 1250 | W FIRE HYDRANT ADJUST | 14018 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,743.00 | 1,743.00 | |||
| 1255 | W FIRE HYDRANT ASSEMBLY (INCLUDES TEE & VALVE) | 14019 | EACH | 15.00 | 15.000 | 4.000 | 4.000 | 4,900.00 | 19,600.00 | |||
| 1260 | W FIRE HYDRANT RELOCATE (INCLUDES TEE & VALVE) | 14020 | EACH | 23.00 | 23.000 | 10.000 | 10.000 | 4,033.00 | 40,330.00 | |||
| 1265 | W METER ADJUST | 14029 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 609.00 | 0.00 | |||
| 1270 | W METER RELOCATE (INCLUDES TEMP. RELOCATIONS) | 14030 | EACH | 147.00 | 147.000 | 46.000 | 46.000 | 690.00 | 31,740.00 | |||
| 1275 | W METER VAULT | 14031 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 48,250.00 | 0.00 | |||
| 1280 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 2,402.00 | 2,402.000 | 353.500 | 353.500 | 51.00 | 18,028.50 | |||
| 1285 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 13,942.00 | 13,942.000 | 7,019.000 | 7,019.000 | 55.90 | 392,362.10 | |||
| 1290 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 158.00 | 158.000 | 148.000 | 148.000 | 58.45 | 8,650.60 | |||
| 1295 | W PIPE DCTL IRON RSTRND JOINT 08 IN | 14048 | LF | 769.00 | 769.000 | 767.000 | 767.000 | 52.95 | 40,612.65 | |||
| 1300 | W PIPE DCTL IRON RSTRND JOINT 16 IN | 14051 | LF | 935.00 | 935.000 | 0.000 | 0.000 | 107.35 | 0.00 | |||
| 1305 | W PIPE DCTL IRON RSTRND JOINT 20 IN | 14052 | LF | 757.00 | 757.000 | 620.000 | 620.000 | 171.50 | 106,330.00 | |||
| 1310 | W PIPE PVC 06 INCH (C-900 W/ TRACER WIRE) | 14059 | LF | 120.00 | 120.000 | 14.000 | 14.000 | 33.00 | 462.00 | |||
| 1315 | W PIPE PVC 08 INCH (C-900 W/ TRACER WIRE) | 14060 | LF | 1,515.00 | 1,515.000 | 655.000 | 655.000 | 28.80 | 18,864.00 | |||
| 1320 | W PLUG EXISTING MAIN | 14074 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 409.50 | 0.00 | |||
| 1325 | W REMOVE TRANSITE (AC) PIPE | 14076 | LF | 590.00 | 590.000 | 0.000 | 0.000 | 22.35 | 0.00 | |||
| 1330 | W TAPPING SLEEVE AND VALVE SIZE 2 (12-INCH) | 14090 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,445.00 | 0.00 | |||
| 1335 | W TIE-IN 06 INCH | 14094 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 1,939.00 | 5,817.00 | |||
| 1340 | W TIE-IN 08 INCH | 14095 | EACH | 14.00 | 14.000 | 4.000 | 4.000 | 1,855.00 | 7,420.00 | |||
| 1345 | W TIE-IN 12 INCH | 14097 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 1,815.00 | 10,890.00 | |||
| 1350 | W TIE-IN 16 INCH | 14098 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,725.00 | 0.00 | |||
| 1355 | W TIE-IN 20 INCH | 14099 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,415.00 | 0.00 | |||
| 1360 | W VALVE 06 INCH | 14105 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 880.00 | 3,520.00 | |||
| 1365 | W VALVE 08 INCH (REVISED: 10-26-16) | 14106 | EACH | 18.00 | 18.000 | 7.000 | 7.000 | 1,192.00 | 8,344.00 | |||
| 1370 | W VALVE 12 INCH (REVISED: 10-26-16) | 14108 | EACH | 25.00 | 25.000 | 14.000 | 14.000 | 2,019.00 | 28,266.00 | |||
| 1375 | W VALVE 16 INCH | 14109 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,885.00 | 0.00 | |||
| 1380 | W VALVE BOX ADJUST | 14113 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 1385 | W VALVE CUT-IN 06 INCH | 14117 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 2,625.00 | 5,250.00 | |||
| 1390 | W VALVE CUT-IN 08 INCH | 14118 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 3,500.00 | 10,500.00 | |||
| 1395 | W VALVE CUT-IN 12 INCH | 14120 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,250.00 | 0.00 | |||
| 1400 | W VALVE CUT-IN 16 INCH | 14121 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,930.00 | 0.00 | |||
| 1405 | W VALVE CUT-IN 20 INCH | 14122 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 11,435.00 | 0.00 | |||
| 1410 | W SERV COPPER LONG SIDE 1 IN | 14145 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 1415 | W SERV COPPER LONG SIDE 2 IN | 14147 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
| 1420 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | EACH | 44.00 | 44.000 | 6.500 | 2.000 | 8.500 | 3,100.00 | 20,150.00 | 26,350.00 | |
| 1425 | W SERV COPPER SHORT SIDE 1 IN | 14149 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,675.00 | 0.00 | |||
| 1430 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 80.00 | 80.000 | 51.000 | 51.000 | 1,680.00 | 85,680.00 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0011 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 1435 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 812,860.44 | 812,860.44 | |||
| 1440 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 380,000.00 | 0.00 | |||
| Project | DE00805361663 | Fed/State Project Number | STP 5225 (005) | Category | 0012 TRAINEES | |||||||
| 1445 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $213,584.15 |
$8,577,352.24 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0900-2-0I |
STEEL REINUN 615GR60 | LB |
14,569.00 | 0004 | $0.340000 | $4,458.11 | ||||||
0900-1-0I |
STEEL REINUN 615GR60 | LB |
34,561.00 | 0004 | $0.340000 | $10,575.67 | ||||||
1280-1-0I |
UTILITY INCIDENTAL | LF |
100.00 | 0008 | $13.440000 | $1,210.00 | ||||||
1285-2-0I |
UTILITY INCIDENTAL | LF |
692.00 | 0008 | $22.000000 | $13,701.60 | ||||||
1285-1-0I |
UTILITY INCIDENTAL | LF |
838.00 | 0008 | $22.000000 | $16,592.40 | ||||||
0810-1-0I |
MISC PRECAST | EACH |
17.00 | 0009 | $597.840000 | $9,147.02 | ||||||
0815-1-0I |
MISC PRECAST | EACH |
9.00 | 0009 | $885.110000 | $7,169.40 | ||||||
0820-1-0I |
MISC PRECAST | EACH |
3.00 | 0009 | $598.440000 | $1,615.80 | ||||||
0675-1-0I |
PIPE, HDPE M294 | FT |
480.00 | 0010 | $5.510000 | $2,510.40 | ||||||
0680-1-0I |
PIPE, HDPE M294 | FT |
400.00 | 0010 | $8.160000 | $3,100.00 | ||||||
0685-1-0I |
PIPE, HDPE M294 | FT |
440.00 | 0010 | $12.330000 | $5,152.40 | ||||||
0690-1-0I |
PIPE, HDPE M294 | FT |
160.00 | 0010 | $18.350000 | $2,788.80 | ||||||
1280-2-0I |
UTILITY INCIDENTAL | FT |
80.00 | 0010 | $13.440000 | $1,020.80 | ||||||
1285-3-0I |
UTILITY INCIDENTAL | FT |
695.00 | 0010 | $22.010000 | $14,532.45 | ||||||
1285-4-0I |
UTILITY INCIDENTAL | LF |
1,676.00 | 0011 | $22.000000 | $35,028.40 | ||||||
0700-2-0I |
PIPE, CMP AL 2.01 MM | LF |
155.00 | 0012 | $30.140000 | $4,437.65 | ||||||
0700-1-0I |
PIPE, CMP AL 2.01 MM | FT |
160.00 | 0012 | $30.140000 | $4,582.25 | ||||||
0680-2-0I |
PIPE, HDPE M294 | LF |
200.00 | 0016 | $8.160000 | $1,550.00 | ||||||
0685-2-0I |
PIPE, HDPE M294 | LF |
140.00 | 0016 | $12.330000 | $1,639.40 | ||||||
0695-2-0I |
PIPE, HDPE M294 | LF |
240.00 | 0016 | $22.020000 | $5,020.80 | ||||||
0695-1-0I |
PIPE, HDPE M294 | LF |
220.00 | 0016 | $22.020000 | $4,602.40 | ||||||
1285-5-0I |
UTILITY INCIDENTAL | LF |
698.00 | 0018 | $22.000000 | $14,588.20 | ||||||
0675-3-0I |
PIPE, HDPE M294 | LF |
500.00 | 0023 | $5.510000 | $2,618.20 | ||||||
0675-2-0I |
PIPE, HDPE M294 | LF |
500.00 | 0023 | $5.510000 | $2,618.20 | ||||||
0680-6-0I |
PIPE, HDPE M294 | LF |
600.00 | 0023 | $8.160000 | $4,652.34 | ||||||
0680-5-0I |
PIPE, HDPE M294 | LF |
1,120.00 | 0023 | $8.160000 | $8,684.37 | ||||||
0680-4-0I |
PIPE, HDPE M294 | LF |
1,120.00 | 0023 | $8.160000 | $8,684.37 | ||||||
0680-3-0I |
PIPE, HDPE M294 | LF |
260.00 | 0023 | $8.160000 | $2,016.00 | ||||||
0685-3-0I |
PIPE, HDPE M294 | LF |
600.00 | 0023 | $12.330000 | $7,026.85 | ||||||
0690-2-0I |
PIPE, HDPE M294 | LF |
300.00 | 0023 | $18.350000 | $5,229.35 | ||||||
0800-3-0I |
MISC PRECAST | EACH |
10.00 | 0023 | $737.460000 | $7,005.84 | ||||||
0800-2-0I |
MISC PRECAST | EACH |
6.00 | 0023 | $600.030000 | $3,420.16 | ||||||
0800-1-0I |
MISC PRECAST | EACH |
1.00 | 0023 | $564.690000 | $536.46 | ||||||
0810-2-0I |
MISC PRECAST | EACH |
2.00 | 0023 | $534.090000 | $1,014.77 | ||||||
0830-1-0I |
MISC PRECAST | EACH |
1.00 | 0023 | $925.970000 | $879.67 | ||||||
0840-1-0I |
MISC PRECAST | EACH |
1.00 | 0023 | $611.310000 | $580.75 | ||||||
0865-1-0I |
MISC PRECAST | EACH |
1.00 | 0023 | $3022.800000 | $2,871.66 | ||||||
1280-3-0I |
UTILITY INCIDENTAL | LF |
378.00 | 0023 | $13.440000 | $4,827.06 | ||||||
1285-6-0I |
UTILITY INCIDENTAL | LF |
540.00 | 0023 | $22.000000 | $11,288.87 | ||||||
1305-1-0I |
UTILITY INCIDENTAL | LF |
306.00 | 0023 | $42.920000 | $12,475.62 | ||||||
1405-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0023 | $3657.000000 | $3,474.15 | ||||||
0715-1-0I |
Storm Sewer pipe - 60 IN | LF |
315.00 | 0025 | $60.138040 | $18,943.48 | ||||||
0715-1-1I |
Storm Sewer pipe - 60 IN | LF |
810.00 | 0026 | $60.138040 | $48,711.81 | ||||||
0800-4-0I |
Curb Box Inlet Type A | LF |
9.00 | 0027 | $2871.660000 | $25,844.94 | ||||||
0815-2-0I |
Drop Box Inlet Type 4 | LF |
7.00 | 0027 | $1520.370000 | $10,642.59 | ||||||
1280-4-0I |
W PIPE DUCTILE IRON - 8" | LF |
259.00 | 0027 | $12.768760 | $3,307.10 | ||||||
1285-7-0I |
W PIPE DUCTILE IRON - 12" | LF |
1,676.00 | 0027 | $20.905320 | $35,037.31 | ||||||
0900-2-0A |
STEEL REINUN 615GR60 | LB |
13,473.47 | 0004 | $0.340000 | $-4,122.88 | ||||||
0900-1-0A |
STEEL REINUN 615GR60 | LB |
13,473.47 | 0004 | $0.340000 | $-4,122.89 | ||||||
0900-2-0A |
STEEL REINUN 615GR60 | LB |
1,095.52 | 0005 | $0.340000 | $-335.23 | ||||||
0900-1-0A |
STEEL REINUN 615GR60 | LB |
11,562.80 | 0005 | $0.340000 | $-3,538.22 | ||||||
0900-1-0A |
STEEL REINUN 615GR60 | LB |
8,349.08 | 0006 | $0.340000 | $-2,554.82 | ||||||
0900-1-0A |
STEEL REINUN 615GR60 | LB |
1,175.63 | 0007 | $0.340000 | $-359.74 | ||||||
1280-1-0A |
UTILITY INCIDENTAL | LF |
2.70 | 0008 | $13.440000 | $-32.67 | ||||||
1285-2-0A |
UTILITY INCIDENTAL | LF |
358.20 | 0008 | $22.000000 | $-7,092.36 | ||||||
1285-1-0A |
UTILITY INCIDENTAL | LF |
358.20 | 0008 | $22.000000 | $-7,092.36 | ||||||
1285-2-0A |
UTILITY INCIDENTAL | LF |
333.80 | 0009 | $22.000000 | $-6,609.24 | ||||||
1285-1-0A |
UTILITY INCIDENTAL | LF |
358.65 | 0009 | $22.000000 | $-7,101.27 | ||||||
1280-2-0A |
UTILITY INCIDENTAL | FT |
48.45 | 0010 | $13.440000 | $-618.22 | ||||||
1280-1-0A |
UTILITY INCIDENTAL | LF |
45.90 | 0010 | $13.440000 | $-555.39 | ||||||
1285-3-0A |
UTILITY INCIDENTAL | FT |
482.60 | 0010 | $22.010000 | $-10,091.17 | ||||||
1285-1-0A |
UTILITY INCIDENTAL | LF |
121.15 | 0010 | $22.000000 | $-2,398.77 | ||||||
1280-2-0A |
UTILITY INCIDENTAL | FT |
31.55 | 0011 | $13.440000 | $-402.58 | ||||||
1280-1-0A |
UTILITY INCIDENTAL | LF |
36.00 | 0011 | $13.440000 | $-435.60 | ||||||
1285-4-0A |
UTILITY INCIDENTAL | LF |
1,343.30 | 0011 | $22.000000 | $-28,074.97 | ||||||
1285-3-0A |
UTILITY INCIDENTAL | FT |
212.40 | 0011 | $22.010000 | $-4,441.28 | ||||||
1285-4-0A |
UTILITY INCIDENTAL | LF |
16.62 | 0012 | $22.000000 | $-347.46 | ||||||
0680-1-0A |
PIPE, HDPE M294 | FT |
19.00 | 0013 | $8.160000 | $-147.25 | ||||||
0675-1-0A |
PIPE, HDPE M294 | FT |
41.80 | 0014 | $5.510000 | $-218.61 | ||||||
0680-1-0A |
PIPE, HDPE M294 | FT |
128.25 | 0014 | $8.160000 | $-993.94 | ||||||
0685-1-0A |
PIPE, HDPE M294 | FT |
138.70 | 0014 | $12.330000 | $-1,624.18 | ||||||
0690-1-0A |
PIPE, HDPE M294 | FT |
38.00 | 0014 | $18.350000 | $-662.34 | ||||||
0700-2-0A |
PIPE, CMP AL 2.01 MM | LF |
155.00 | 0014 | $30.140000 | $-4,437.65 | ||||||
0700-1-0A |
PIPE, CMP AL 2.01 MM | FT |
160.00 | 0014 | $30.140000 | $-4,582.25 | ||||||
0810-1-0A |
MISC PRECAST | EACH |
0.45 | 0014 | $597.840000 | $-242.13 | ||||||
1285-4-0A |
UTILITY INCIDENTAL | LF |
316.07 | 0014 | $22.000000 | $-6,605.97 | ||||||
0675-1-0A |
PIPE, HDPE M294 | FT |
161.50 | 0015 | $5.510000 | $-844.64 | ||||||
0680-1-0A |
PIPE, HDPE M294 | FT |
234.65 | 0015 | $8.160000 | $-1,818.54 | ||||||
0685-1-0A |
PIPE, HDPE M294 | FT |
216.60 | 0015 | $12.330000 | $-2,536.39 | ||||||
0690-1-0A |
PIPE, HDPE M294 | FT |
19.00 | 0015 | $18.350000 | $-331.17 | ||||||
0675-1-0A |
PIPE, HDPE M294 | FT |
17.10 | 0016 | $5.510000 | $-89.43 | ||||||
0680-2-0A |
PIPE, HDPE M294 | LF |
151.05 | 0016 | $8.160000 | $-1,170.64 | ||||||
0680-1-0A |
PIPE, HDPE M294 | FT |
18.10 | 0016 | $8.160000 | $-140.27 | ||||||
0685-2-0A |
PIPE, HDPE M294 | LF |
140.00 | 0016 | $12.330000 | $-1,639.40 | ||||||
0685-1-0A |
PIPE, HDPE M294 | FT |
84.70 | 0016 | $12.330000 | $-991.83 | ||||||
0695-2-0A |
PIPE, HDPE M294 | LF |
234.65 | 0016 | $22.020000 | $-4,908.88 | ||||||
0695-1-0A |
PIPE, HDPE M294 | LF |
220.00 | 0016 | $22.020000 | $-4,602.40 | ||||||
0810-1-0A |
MISC PRECAST | EACH |
0.90 | 0016 | $597.840000 | $-484.25 | ||||||
0680-2-0A |
PIPE, HDPE M294 | LF |
48.95 | 0017 | $8.160000 | $-379.36 | ||||||
0695-2-0A |
PIPE, HDPE M294 | LF |
5.35 | 0017 | $22.020000 | $-111.92 | ||||||
0810-1-0A |
MISC PRECAST | EACH |
0.90 | 0017 | $597.840000 | $-484.25 | ||||||
0675-1-0A |
PIPE, HDPE M294 | FT |
259.60 | 0018 | $5.510000 | $-1,357.72 | ||||||
0810-1-0A |
MISC PRECAST | EACH |
0.45 | 0018 | $597.840000 | $-242.13 | ||||||
1280-1-0A |
UTILITY INCIDENTAL | LF |
1.80 | 0018 | $13.440000 | $-21.78 | ||||||
1285-5-0A |
UTILITY INCIDENTAL | LF |
649.80 | 0018 | $22.000000 | $-13,580.82 | ||||||
0810-1-0A |
MISC PRECAST | EACH |
1.35 | 0019 | $597.840000 | $-726.38 | ||||||
1285-5-0A |
UTILITY INCIDENTAL | LF |
48.20 | 0019 | $22.000000 | $-1,007.38 | ||||||
0675-3-0A |
PIPE, HDPE M294 | LF |
129.20 | 0023 | $5.510000 | $-676.54 | ||||||
0675-2-0A |
PIPE, HDPE M294 | LF |
129.20 | 0023 | $5.510000 | $-676.54 | ||||||
0800-3-0A |
MISC PRECAST | EACH |
5.70 | 0023 | $737.460000 | $-3,993.33 | ||||||
0800-2-0A |
MISC PRECAST | EACH |
5.70 | 0023 | $600.030000 | $-3,249.15 | ||||||
0800-1-0A |
MISC PRECAST | EACH |
1.00 | 0023 | $564.690000 | $-536.46 | ||||||
0810-2-0A |
MISC PRECAST | EACH |
0.47 | 0023 | $534.090000 | $-241.01 | ||||||
0810-1-0A |
MISC PRECAST | EACH |
0.45 | 0023 | $597.840000 | $-242.13 | ||||||
1280-3-0A |
UTILITY INCIDENTAL | LF |
191.42 | 0023 | $13.440000 | $-2,444.50 | ||||||
1280-1-0A |
UTILITY INCIDENTAL | LF |
13.60 | 0023 | $13.440000 | $-164.56 | ||||||
1285-6-0A |
UTILITY INCIDENTAL | LF |
540.00 | 0023 | $22.000000 | $-11,288.87 | ||||||
1305-1-0A |
UTILITY INCIDENTAL | LF |
209.00 | 0023 | $42.920000 | $-8,520.93 | ||||||
0865-1-0A |
MISC PRECAST | EACH |
0.47 | 0025 | $3022.800000 | $-1,364.04 | ||||||
1280-3-0A |
UTILITY INCIDENTAL | LF |
25.65 | 0025 | $13.440000 | $-327.55 | ||||||
0800-3-0A |
MISC PRECAST | EACH |
0.95 | 0026 | $737.460000 | $-665.55 | ||||||
0800-2-0A |
MISC PRECAST | EACH |
0.30 | 0026 | $600.030000 | $-171.01 | ||||||
0675-3-0A |
PIPE, HDPE M294 | LF |
19.00 | 0027 | $5.510000 | $-99.49 | ||||||
0675-2-0A |
PIPE, HDPE M294 | LF |
19.00 | 0027 | $5.510000 | $-99.49 | ||||||
0680-6-0A |
PIPE, HDPE M294 | LF |
131.10 | 0027 | $8.160000 | $-1,016.54 | ||||||
0680-5-0A |
PIPE, HDPE M294 | LF |
131.10 | 0027 | $8.160000 | $-1,016.54 | ||||||
0680-4-0A |
PIPE, HDPE M294 | LF |
131.10 | 0027 | $8.160000 | $-1,016.54 | ||||||
0680-3-0A |
PIPE, HDPE M294 | LF |
131.10 | 0027 | $8.160000 | $-1,016.53 | ||||||
0800-4-0A |
Curb Box Inlet Type A | LF |
0.50 | 0027 | $2871.660000 | $-1,435.83 | ||||||
0800-3-0A |
MISC PRECAST | EACH |
0.47 | 0027 | $737.460000 | $-332.78 | ||||||
0810-2-0A |
MISC PRECAST | EACH |
0.95 | 0027 | $534.090000 | $-482.02 | ||||||
0810-1-0A |
MISC PRECAST | EACH |
0.90 | 0027 | $597.840000 | $-484.25 | ||||||
0830-1-0A |
MISC PRECAST | EACH |
0.47 | 0027 | $925.970000 | $-417.84 | ||||||
0865-1-0A |
MISC PRECAST | EACH |
0.47 | 0027 | $3022.800000 | $-1,364.04 | ||||||
1285-7-0A |
W PIPE DUCTILE IRON - 12" | LF |
1,203.00 | 0027 | $20.905320 | $-25,149.10 | ||||||
0680-6-0A |
PIPE, HDPE M294 | LF |
152.00 | 0028 | $8.160000 | $-1,178.59 | ||||||
0680-5-0A |
PIPE, HDPE M294 | LF |
152.00 | 0028 | $8.160000 | $-1,178.59 | ||||||
0680-4-0A |
PIPE, HDPE M294 | LF |
152.00 | 0028 | $8.160000 | $-1,178.59 | ||||||
0680-3-0A |
PIPE, HDPE M294 | LF |
128.90 | 0028 | $8.160000 | $-999.47 | ||||||
0685-3-0A |
PIPE, HDPE M294 | LF |
435.10 | 0028 | $12.330000 | $-5,095.64 | ||||||
0690-2-0A |
PIPE, HDPE M294 | LF |
239.40 | 0028 | $18.350000 | $-4,173.02 | ||||||
0690-1-0A |
PIPE, HDPE M294 | FT |
103.00 | 0028 | $18.350000 | $-1,795.29 | ||||||
0800-4-0A |
Curb Box Inlet Type A | LF |
2.50 | 0028 | $2871.660000 | $-7,179.15 | ||||||
0800-3-0A |
MISC PRECAST | EACH |
2.37 | 0028 | $737.460000 | $-1,663.89 | ||||||
0815-2-0A |
Drop Box Inlet Type 4 | LF |
0.50 | 0028 | $1520.370000 | $-760.19 | ||||||
0815-1-0A |
MISC PRECAST | EACH |
0.45 | 0028 | $885.110000 | $-358.47 | ||||||
0865-1-0A |
MISC PRECAST | EACH |
0.05 | 0028 | $3022.800000 | $-143.58 | ||||||
1285-7-0A |
W PIPE DUCTILE IRON - 12" | LF |
120.00 | 0028 | $20.905320 | $-2,508.64 | ||||||
0680-6-0A |
PIPE, HDPE M294 | LF |
316.90 | 0029 | $8.160000 | $-2,457.21 | ||||||
0680-5-0A |
PIPE, HDPE M294 | LF |
390.45 | 0029 | $8.160000 | $-3,027.51 | ||||||
0680-4-0A |
PIPE, HDPE M294 | LF |
390.45 | 0029 | $8.160000 | $-3,027.51 | ||||||
0800-4-0A |
Curb Box Inlet Type A | LF |
2.50 | 0029 | $2871.660000 | $-7,179.15 | ||||||
0800-3-0A |
MISC PRECAST | EACH |
0.50 | 0029 | $737.460000 | $-350.29 | ||||||
1285-7-0A |
W PIPE DUCTILE IRON - 12" | LF |
40.00 | 0029 | $20.905320 | $-836.21 | ||||||
0675-3-0A |
PIPE, HDPE M294 | LF |
58.90 | 0030 | $5.510000 | $-308.42 | ||||||
0675-2-0A |
PIPE, HDPE M294 | LF |
58.90 | 0030 | $5.510000 | $-308.42 | ||||||
0680-5-0A |
PIPE, HDPE M294 | LF |
446.45 | 0030 | $8.160000 | $-3,461.73 | ||||||
0680-4-0A |
PIPE, HDPE M294 | LF |
446.45 | 0030 | $8.160000 | $-3,461.73 | ||||||
0800-4-0A |
Curb Box Inlet Type A | LF |
3.50 | 0030 | $2871.660000 | $-10,050.81 | ||||||
0810-2-0A |
MISC PRECAST | EACH |
0.57 | 0030 | $534.090000 | $-291.74 | ||||||
0810-1-0A |
MISC PRECAST | EACH |
3.15 | 0030 | $597.840000 | $-1,694.89 | ||||||
1285-7-0A |
W PIPE DUCTILE IRON - 12" | LF |
12.00 | 0030 | $20.905320 | $-250.86 | ||||||
0675-3-0A |
PIPE, HDPE M294 | LF |
292.90 | 0031 | $5.510000 | $-1,533.75 | ||||||
0675-2-0A |
PIPE, HDPE M294 | LF |
292.90 | 0031 | $5.510000 | $-1,533.75 | ||||||
0685-3-0A |
PIPE, HDPE M294 | LF |
63.65 | 0031 | $12.330000 | $-745.43 | ||||||
0830-1-0A |
MISC PRECAST | EACH |
0.52 | 0031 | $925.970000 | $-461.83 | ||||||
1280-4-0A |
W PIPE DUCTILE IRON - 8" | LF |
29.00 | 0031 | $12.768760 | $-370.29 | ||||||
1280-3-0A |
UTILITY INCIDENTAL | LF |
27.55 | 0031 | $13.440000 | $-351.81 | ||||||
1285-7-0A |
W PIPE DUCTILE IRON - 12" | LF |
133.00 | 0031 | $20.905320 | $-2,780.41 | ||||||
0715-1-0A |
Storm Sewer pipe - 60 IN | LF |
274.00 | 0032 | $60.138040 | $-16,477.82 | ||||||
0715-1-1A |
Storm Sewer pipe - 60 IN | LF |
454.00 | 0033 | $60.138040 | -27,302.67 | $-27,302.67 | |||||
0715-1-0A |
Storm Sewer pipe - 60 IN | LF |
41.00 | 0033 | $60.138040 | -2,465.66 | $-2,465.66 | |||||
| SUBTOT | $62,668.68 |
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