|
Report_Id: 221059 Est NO 0039 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221059 | Estimate Number | 0039 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06340) Griggs, Anthony D. | ||||||
| Contractor | RIEGLER BLACKTOP INC | ADDR SN 0 VC Code KY0023006 | |||||
| 165 WEAVER RD | |||||||
| FLORENCE , KY , 40142 | |||||||
| Pay Period | 08/10/2024 TO 08/23/2024 | ||||||
| Date Approved | 09/02/2024 | ||||||
| Primary Proj Number | DE00802362259 | ||||||
| Project No. | STP 3002(326), STP 3002(326) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | DONALDSON HIGHWAY(KY-236) | ||||||
| Description | IMPROVE SAFETY AND REDUCE CONGESTION ALONG KY-236 (DONALDSON ROAD) FROM KY-842 (HOUSTON ROAD) TO KY-3076 (MINEOLA PIKE) | ||||||
| Date Let | 12/08/2022 | Formal Acceptance | |||||
| Date Awarded | 12/16/2022 | Date Work Began | 02/27/2023 | ||||
| Date Contract Executed | 02/20/2023 | Open To Traffic | |||||
| Date NTP Issued | 02/20/2023 | Actual Completion Date | |||||
| Current Contract Amount | $33,662,148.06 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $33,225,959.67 |
Total Earnings | $20,694,658.79 |
$19,616,994.16 |
$1,077,664.63 |
|
| Percent Complete | 61.92 |
Stockpiled Materials | $149,281.33 |
$171,663.02 |
$-22,381.69 |
|
| Funds Available | $12,818,207.94 |
Gross Earnings | $20,843,940.12 |
$19,788,657.18 |
$1,055,282.94 |
|
| Total Change Orders | $436,188.39 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $20,843,940.12 |
$19,788,657.18 |
$1,055,282.94 |
|||
| Contract Id | 221059 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0039 | Project Number | STP 3002(326), STP 3002(326) | |||||||
| Contractor | RIEGLER BLACKTOP INC | Period | 08/10/2024 TO 08/23/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | NT RRACK, GAS, lLIGHTING, SEWER, WATERLINE | Approved | 06/11/2024 | $436,188.39 | 13.0 | |||||
| 002 | Non Spec Material Override | Approved | 11/17/2023 | $0.00 | 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 | 221059 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00802362259 | ||||||
| Estimate Nbr | 0039 | Period | 08/10/2024 TO 08/23/2024 | |||||||
| Contractor | RIEGLER BLACKTOP INC | |||||||||
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | CRUSHED STONE BASE | 00003 | TON | 33,156.00 | 33,156.000 | 996.830 | 17,120.660 | 18,117.490 | 37.00 | 36,882.71 | 670,347.13 | |
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 75,639.00 | 75,639.000 | 43,418.000 | 43,418.000 | 8.50 | 369,053.00 | |||
| 0015 | LIME | 00014 | TON | 2,206.00 | 2,206.000 | 1,257.960 | 1,257.960 | 235.40 | 296,123.78 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 33.00 | 33.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG76-22 | 00194 | TON | 104.00 | 104.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 33,987.00 | 33,987.000 | 1,664.656 | 14,553.250 | 16,217.906 | 92.00 | 153,148.35 | 1,492,047.35 | |
| 0040 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 15,122.00 | 15,122.000 | 2,985.950 | 2,781.680 | 5,767.630 | 103.00 | 307,552.85 | 594,065.89 | |
| 0045 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,147.00 | 1,147.000 | 0.000 | 0.000 | 118.00 | 0.00 | |||
| 0050 | ASPHALT PRIME COAT | 00296 | TON | 42.00 | 0.000 | 4.660 | 4.660 | 850.00 | 3,961.00 | |||
| 0055 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 626.00 | 626.000 | 1,058.480 | 1,058.480 | 155.00 | 164,064.40 | |||
| 0060 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 8,412.00 | 8,412.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 113.00 | 0.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 76.00 | 76.000 | 48.300 | 48.300 | 850.00 | 41,055.00 | |||
| 0075 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 2,911.00 | 2,911.000 | 175.520 | 675.420 | 850.940 | 93.00 | 16,323.36 | 79,137.42 | |
| 0080 | MOBILIZATION FOR MILL & TEXT BOONE | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0085 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 138.00 | 138.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0090 | SAND FOR BLOTTER | 02702 | TON | 95.00 | 95.000 | 100.000 | 100.000 | 50.00 | 5,000.00 | |||
| 0095 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 119.00 | 119.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 0100 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 105.00 | 105.000 | 0.000 | 0.000 | 429.00 | 0.00 | |||
| 8005 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | -8,352.000 | -8,352.000 | 1.00 | -8,352.00 | |||
| 8100 | ASPHALT PRIME COAT NON TRACKING | 00296 | TON | 0.00 | 34.999 | 0.000 | 0.000 | 1,020.00 | 0.00 | |||
| 8101 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 94.167 | 4.680 | 6.920 | 11.600 | 1,020.00 | 4,773.60 | 11,832.00 | |
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0002 ROADWAY | |||||||
| 0105 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0110 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 209.00 | 209.000 | 219.390 | 219.390 | 75.00 | 16,454.25 | |||
| 0115 | ENTRANCE PIPE-15 IN | 00440 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 0120 | CULVERT PIPE-18 IN | 00462 | LF | 39.00 | 39.000 | 112.000 | 112.000 | 66.00 | 7,392.00 | |||
| 0125 | CULVERT PIPE-24 IN | 00464 | LF | 42.00 | 42.000 | 50.000 | 50.000 | 96.00 | 4,800.00 | |||
| 0130 | CULVERT PIPE-30 IN | 00466 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 129.00 | 0.00 | |||
| 0135 | STANDARD CURB AND GUTTER | 01810 | LF | 18,165.00 | 18,165.000 | 134.000 | 7,796.500 | 7,930.500 | 28.75 | 3,852.50 | 228,001.87 | |
| 0140 | STANDARD HEADER CURB | 01875 | LF | 1,944.00 | 1,944.000 | 1,768.000 | 1,768.000 | 30.00 | 53,040.00 | |||
| 0145 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 287.00 | 287.000 | 0.000 | 0.000 | 173.50 | 0.00 | |||
| 0150 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 0155 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 54.00 | 54.000 | 39.000 | 0.000 | 39.000 | 295.00 | 11,505.00 | 11,505.00 | |
| 0160 | TEMP DITCH | 02159 | LF | 5,655.00 | 5,655.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0165 | CLEAN TEMP DITCH | 02160 | LF | 2,828.00 | 2,828.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0170 | ROADWAY EXCAVATION | 02200 | CUYD | 178,784.00 | 178,784.000 | 253.000 | 142,494.350 | 142,747.350 | 18.00 | 4,554.00 | 2,569,452.30 | |
| 0175 | WATER | 02242 | MGAL | 2,141.00 | 2,141.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0180 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 425.00 | 425.000 | 0.000 | 0.000 | 81.00 | 0.00 | |||
| 0185 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 162.00 | 0.00 | |||
| 0190 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 162.00 | 0.00 | |||
| 0195 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,430.00 | 0.00 | |||
| 0200 | REMOVE GUARDRAIL | 02381 | LF | 475.00 | 475.000 | 0.000 | 0.000 | 9.20 | 0.00 | |||
| 0205 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,650.00 | 0.00 | |||
| 0210 | TEMP GUARDRAIL | 02397 | LF | 825.00 | 825.000 | 65.000 | 65.000 | 20.00 | 1,300.00 | |||
| 0215 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0220 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0225 | CHANNEL LINING CLASS II | 02483 | TON | 819.00 | 819.000 | 38.500 | 44.710 | 83.210 | 90.00 | 3,465.00 | 7,488.90 | |
| 0230 | CLEARING AND GRUBBING 14.51 ACRES BOONE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 74,000.00 | 74,000.00 | |||
| 0235 | TEMPORARY SIGNS | 02562 | SQFT | 461.00 | 461.000 | 204.500 | 204.500 | 10.00 | 2,045.00 | |||
| 0240 | EDGE KEY | 02585 | LF | 1,198.00 | 1,198.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0245 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 75,638.00 | 75,638.000 | 47,675.667 | 47,675.667 | 1.25 | 59,594.58 | |||
| 0250 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 9,500.00 | 9,500.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0255 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 1,000.00 | 1,000.000 | 776.720 | 776.720 | 4.00 | 3,106.88 | |||
| 0260 | MAINTAIN & CONTROL TRAFFIC BOONE | 02650 | LS | 1.00 | 1.000 | 0.020 | 0.540 | 0.560 | 200,000.00 | 4,000.00 | 112,000.00 | |
| 0265 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 15,000.00 | 60,000.00 | |||
| 0270 | SAFELOADING | 02690 | CUYD | 1,165.00 | 1,165.000 | 797.460 | 797.460 | 300.00 | 239,238.00 | |||
| 0275 | TEMP SILT FENCE | 02701 | LF | 5,655.00 | 5,655.000 | 7,431.000 | 7,431.000 | 1.56 | 11,592.36 | |||
| 0280 | SILT TRAP TYPE A | 02703 | EACH | 38.00 | 38.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0285 | SILT TRAP TYPE B | 02704 | EACH | 38.00 | 38.000 | 20.000 | 20.000 | 300.00 | 6,000.00 | |||
| 0290 | SILT TRAP TYPE C | 02705 | EACH | 38.00 | 38.000 | 15.000 | 15.000 | 466.00 | 6,990.00 | |||
| 0295 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 38.00 | 38.000 | 6.000 | 6.000 | 75.00 | 450.00 | |||
| 0300 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 38.00 | 38.000 | 5.000 | 5.000 | 75.00 | 375.00 | |||
| 0305 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 38.00 | 38.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 0310 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 6,045.00 | 6,045.000 | 134.700 | 190.390 | 325.090 | 65.00 | 8,755.50 | 21,130.85 | |
| 0315 | STAKING BOONE | 02726 | LS | 1.00 | 1.000 | 0.020 | 0.540 | 0.560 | 150,000.00 | 3,000.00 | 84,000.00 | |
| 0320 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 860.00 | 860.000 | 640.000 | 640.000 | 40.00 | 25,600.00 | |||
| 0330 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,743.00 | 9,743.000 | 743.000 | 743.000 | 1.70 | 1,263.10 | |||
| 0335 | TEMP MULCH | 05952 | SQYD | 122,186.00 | 122,186.000 | 31,460.900 | 31,460.900 | 0.20 | 6,292.18 | |||
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 91,183.00 | 91,183.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0345 | INITIAL FERTILIZER | 05963 | TON | 2.40 | 2.400 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 0350 | MAINTENANCE FERTILIZER | 05964 | TON | 3.90 | 3.900 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 0355 | SEEDING AND PROTECTION | 05985 | SQYD | 52,660.00 | 52,660.000 | 14,520.000 | 14,520.000 | 0.44 | 6,388.80 | |||
| 0360 | SODDING | 05990 | SQYD | 14,927.00 | 14,927.000 | 0.000 | 0.000 | 5.65 | 0.00 | |||
| 0365 | AGRICULTURAL LIMESTONE | 05992 | TON | 47.00 | 47.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 0370 | SPREADING STOCKPILED TOPSOIL | 05998 | CUYD | 2,488.00 | 2,488.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0375 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 163,237.00 | 163,237.000 | 73,859.000 | 73,859.000 | 0.22 | 16,248.98 | |||
| 0380 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 1,513.00 | 1,513.000 | 0.000 | 0.000 | 5.40 | 0.00 | |||
| 0385 | RETAINING WALL | 08018 | SQFT | 3,528.00 | 3,528.000 | 4,811.410 | 4,811.410 | 114.50 | 550,906.44 | |||
| 0390 | CONCRETE-CLASS A | 08100 | CUYD | 17.00 | 17.000 | 6.680 | 6.680 | 2,000.00 | 13,360.00 | |||
| 0395 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 5,400.00 | 5,400.00 | |||
| 0400 | FUEL ADJUSTMENT | 10020NS | DOLL | 141,765.00 | 141,765.000 | -5,240.080 | -29,517.510 | -34,757.590 | 1.00 | -5,240.08 | -34,757.59 | |
| 0405 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 232,531.00 | 232,531.000 | -34,039.440 | -20,046.240 | -54,085.680 | 1.00 | -34,039.44 | -54,085.68 | |
| 0410 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 432.00 | 0.00 | |||
| 0415 | SAW CUT | 20430ED | LF | 279.00 | 279.000 | 151.000 | 151.000 | 5.00 | 755.00 | |||
| 0420 | GAS UTILITY COORDINATION BOONE | 20818ND | LS | 1.00 | 1.000 | 0.400 | 0.400 | 15,000.00 | 6,000.00 | |||
| 0425 | LONGITUDINAL EDGE KEY | 21289ED | LF | 26.00 | 26.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0430 | GMSS TYPE D | 21596ND | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0435 | QWICK CURB MEDIAN SEPARATOR | 22680EN | LF | 995.00 | 995.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0440 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 1,251.00 | 1,251.000 | 88.000 | 88.000 | 3.25 | 286.00 | |||
| 0445 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 1,626.00 | 1,626.000 | 0.000 | 0.000 | 33.75 | 0.00 | |||
| 0450 | STAMPED CONCRETE-10 IN | 23188EC | SQYD | 157.00 | 157.000 | 0.000 | 0.000 | 223.50 | 0.00 | |||
| 0455 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 481.00 | 481.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 0460 | DETENTION BASIN BOONE | 23626EC | LS | 1.00 | 1.000 | 0.750 | 0.750 | 12,000.00 | 9,000.00 | |||
| 0465 | BARCODE SIGN INVENTORY | 24631EC | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 15.40 | 0.00 | |||
| 0470 | PIPELINE INSPECTION | 24814EC | LF | 6,340.00 | 6,340.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 0475 | UTILITY COORDINATION BOONE | 24845EC | LS | 1.00 | 1.000 | 0.400 | 0.400 | 15,000.00 | 6,000.00 | |||
| 0480 | DECORATIVE HANDRAIL | 26129EC | LF | 790.00 | 790.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0003 DRAINAGE | |||||||
| 0485 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0490 | ENTRANCE PIPE-15 IN | 00440 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0495 | CULVERT PIPE-18 IN | 00462 | LF | 41.00 | 41.000 | 180.000 | 180.000 | 87.00 | 15,660.00 | |||
| 0500 | CULVERT PIPE-24 IN | 00464 | LF | 599.00 | 599.000 | 40.000 | 40.000 | 135.00 | 5,400.00 | |||
| 0505 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,685.00 | 2,685.000 | 1,305.500 | 1,305.500 | 74.00 | 96,607.00 | |||
| 0510 | STORM SEWER PIPE-18 IN | 00522 | LF | 4,203.00 | 4,203.000 | 3,018.000 | 3,018.000 | 165.00 | 497,970.00 | |||
| 0515 | STORM SEWER PIPE-24 IN | 00524 | LF | 2,544.00 | 2,544.000 | 2,197.000 | 2,197.000 | 185.00 | 406,445.00 | |||
| 0520 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,095.00 | 1,095.000 | 1,104.500 | 1,104.500 | 195.00 | 215,377.50 | |||
| 0525 | PERFORATED PIPE-4 IN | 01000 | LF | 14,406.00 | 14,406.000 | 8,151.000 | 8,151.000 | 10.00 | 81,510.00 | |||
| 0530 | PERFORATED PIPE-8 IN | 01002 | LF | 580.00 | 580.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0535 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0540 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0545 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0550 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0555 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0560 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 2,400.00 | 19,200.00 | |||
| 0565 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,650.00 | 7,950.00 | |||
| 0570 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
| 0575 | SLOPED AND PARALLEL HEADWALL-15 IN | 01443 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 2,100.00 | 6,300.00 | |||
| 0580 | SLOPED AND PARALLEL HEADWALL-18 IN | 01444 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,300.00 | 4,600.00 | |||
| 0585 | CURB BOX INLET TYPE A | 01456 | EACH | 77.00 | 77.000 | 53.000 | 53.000 | 7,200.00 | 381,600.00 | |||
| 0590 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 6,900.00 | 6,900.00 | |||
| 0595 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 6,100.00 | 6,100.00 | |||
| 0600 | DROP BOX INLET TYPE 3 MOD | 01497 | EACH | 10.00 | 10.000 | 1.500 | 1.500 | 7,500.00 | 11,250.00 | |||
| 0605 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0610 | DROP BOX INLET TYPE 13G | 01559 | EACH | 5.00 | 5.000 | 1.500 | 1.500 | 6,200.00 | 9,300.00 | |||
| 0615 | DROP BOX INLET TYPE 14 | 01577 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0620 | CAP DROP BOX INLET | 01584 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0625 | JUNCTION BOX | 01650 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 4,800.00 | 28,800.00 | |||
| 0630 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
| 0635 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0640 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 21,631.00 | 21,631.000 | 13,250.000 | 13,250.000 | 2.00 | 26,500.00 | |||
| 0645 | SIDEWALK FLUME BOONE | 24810ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 15,500.00 | 0.00 | |||
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0004 SIGNING | |||||||
| 0650 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 151.00 | 151.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0655 | STEEL POST TYPE 1 | 06410 | LF | 370.00 | 370.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0660 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0665 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 38,658.00 | 38,658.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0670 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 8,553.00 | 8,553.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0675 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 496.00 | 496.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0680 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 2,326.00 | 2,326.000 | 0.000 | 0.000 | 4.85 | 0.00 | |||
| 0685 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 509.00 | 509.000 | 0.000 | 0.000 | 10.80 | 0.00 | |||
| 0690 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 4,275.00 | 4,275.000 | 0.000 | 0.000 | 4.30 | 0.00 | |||
| 0695 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 179.00 | 179.000 | 0.000 | 0.000 | 118.80 | 0.00 | |||
| 0700 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 297.00 | 0.00 | |||
| 0705 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 83.00 | 83.000 | 0.000 | 0.000 | 43.20 | 0.00 | |||
| 0710 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 90.00 | 90.000 | 0.000 | 0.000 | 43.20 | 0.00 | |||
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0005 SIGNALIZATION | |||||||
| 0715 | FUSED CONNECTOR KIT | 04780 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0720 | TRENCHING AND BACKFILLING | 04820 | LF | 505.00 | 505.000 | 18.000 | 18.000 | 10.75 | 193.50 | |||
| 0725 | CABLE-NO. 14/5C | 04844 | LF | 7,590.00 | 7,590.000 | 10,497.000 | 10,497.000 | 2.30 | 24,143.10 | |||
| 0730 | CABLE-NO. 14/7C | 04845 | LF | 10,600.00 | 10,600.000 | 11,817.000 | 11,817.000 | 2.55 | 30,133.35 | |||
| 0735 | MESSENGER-10800 LB | 04885 | LF | 500.00 | 500.000 | 500.000 | 500.000 | 11.80 | 5,900.00 | |||
| 0740 | MESSENGER-15400 LB | 04886 | LF | 3,410.00 | 3,410.000 | 3,234.000 | 3,234.000 | 11.60 | 37,514.40 | |||
| 0745 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 2,000.00 | 56,000.00 | |||
| 0750 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 152.00 | 152.000 | 4.000 | 27.000 | 31.000 | 150.00 | 600.00 | 4,650.00 | |
| 0755 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 475.00 | 475.000 | 44.000 | 44.000 | 32.00 | 1,408.00 | |||
| 0760 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 53.00 | 53.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0765 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 44.00 | 44.000 | 8.000 | 8.000 | 360.00 | 2,880.00 | |||
| 0770 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 61.00 | 61.000 | 58.000 | 58.000 | 695.00 | 40,310.00 | |||
| 0775 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 810.00 | 3,240.00 | |||
| 0780 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 755.00 | 4,530.00 | |||
| 0785 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 6.00 | 6.000 | 1.000 | 4.000 | 5.000 | 235.00 | 235.00 | 1,175.00 | |
| 0790 | RELOCATE SIGNAL HEAD | 21659NN | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 0795 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 44.00 | 44.000 | 8.000 | 8.000 | 180.00 | 1,440.00 | |||
| 0800 | INSTALL LUMINAIRE POLE | 22939ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,990.00 | 1,990.00 | |||
| 0805 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 152.00 | 152.000 | 141.300 | 141.300 | 1,084.00 | 153,169.20 | |||
| 0810 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0815 | INSTALL PEDESTAL POST | 23235EC | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | |||
| 0820 | TRAFFIC SIGNAL POLE | 23409EC | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 26,950.00 | 107,800.00 | 107,800.00 | |
| 0825 | INSTALL SOLAR SCHOOL FLASHER ASSEMBLY | 24601EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,950.00 | 5,850.00 | |||
| 0830 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 445.00 | 445.000 | 18.000 | 18.000 | 5.80 | 104.40 | |||
| 0835 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 250.00 | 250.000 | 0.000 | 0.000 | 7.60 | 0.00 | |||
| 0840 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7,500.00 | 45,000.00 | |||
| 0845 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 5.00 | 5.000 | 1.000 | 4.000 | 5.000 | 5,000.00 | 5,000.00 | 25,000.00 | |
| 0850 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 950.00 | 23,750.00 | |||
| 0855 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 950.00 | 14,250.00 | |||
| 8109 | REMOVE LIGHTING | 04940 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,702.74 | 5,702.74 | |||
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0006 WATERLINE | |||||||
| 0860 | W ENCASEMENT CONCRETE | 14005 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0865 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 750.00 | 67,500.00 | |||
| 0870 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 309.00 | 309.000 | 180.000 | 65.000 | 245.000 | 750.00 | 135,000.00 | 183,750.00 | |
| 0875 | W ENCASEMENT STEEL BORED RANGE 6 | 14011 | LF | 478.00 | 478.000 | 180.000 | 247.000 | 427.000 | 1,090.00 | 196,200.00 | 465,430.00 | |
| 0880 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 3.000 | 10.000 | 10.000 | 9,500.00 | 95,000.00 | |||
| 0885 | W FIRE HYDRANT RELOCATE | 14020 | EACH | 16.00 | 16.000 | 4.000 | 4.000 | 8,000.00 | 32,000.00 | |||
| 0890 | W METER RELOCATE | 14030 | EACH | 18.00 | 18.000 | 12.000 | 12.000 | 2,000.00 | 24,000.00 | |||
| 0895 | W METER/FIRE SERVICE COMBO VAULT | 14032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0900 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 101.00 | 101.000 | 48.000 | 48.000 | 120.00 | 5,760.00 | |||
| 0905 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 960.00 | 960.000 | 719.500 | 719.500 | 135.00 | 97,132.50 | |||
| 0910 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 1,316.00 | 1,876.000 | 157.000 | 1,003.500 | 1,160.500 | 165.00 | 25,905.00 | 191,482.50 | |
| 0915 | W PIPE DUCTILE IRON 24 INCH | 14042 | LF | 8,694.00 | 8,790.000 | 6,098.500 | 6,098.500 | 487.00 | 2,969,969.50 | |||
| 0920 | W STRUCTURE REMOVAL | 14088 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0925 | W TIE-IN 02 INCH | 14091 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0930 | W TIE-IN 06 INCH | 14094 | EACH | 8.00 | 9.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 0935 | W TIE-IN 08 INCH | 14095 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 5,000.00 | 30,000.00 | |||
| 0940 | W TIE-IN 12 INCH | 14097 | EACH | 8.00 | 11.000 | 8.000 | 8.000 | 6,000.00 | 48,000.00 | |||
| 0945 | W TIE-IN 24 INCH | 14100 | EACH | 2.00 | 3.000 | 2.000 | 2.000 | 20,000.00 | 40,000.00 | |||
| 0950 | W VALVE 06 INCH | 14105 | EACH | 7.00 | 8.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0955 | W VALVE 08 INCH | 14106 | EACH | 9.00 | 9.000 | 4.000 | 4.000 | 2,700.00 | 10,800.00 | |||
| 0960 | W VALVE 12 INCH | 14108 | EACH | 7.00 | 8.000 | 7.000 | 7.000 | 4,500.00 | 31,500.00 | |||
| 0965 | W VALVE 24 INCH | 14111 | EACH | 15.00 | 15.000 | 10.000 | 10.000 | 37,500.00 | 375,000.00 | |||
| 0970 | W VAULT SPECIAL | 14125 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0975 | W SERV COPPER LONG SIDE 1-1/2 IN | 14146 | EACH | 2.00 | 3.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0980 | W SERV COPPER LONG SIDE 2 IN | 14147 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 0985 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | EACH | 13.00 | 13.000 | 10.000 | 10.000 | 5,000.00 | 50,000.00 | |||
| 0990 | W SERV COPPER SHORT SIDE 2 IN | 14151 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0995 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 15.00 | 15.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 8110 | FITTINGS -W BENDS 24 IN | 21819NN | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 2,437.19 | 9,748.76 | |||
| 8111 | FITTINGS -W MEGALUG RESTRAINT 24 IN | 21819NN | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 589.80 | 4,718.40 | |||
| 8112 | FITTINGS -W TEE 24X24X24 | 21819NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,569.17 | 5,569.17 | |||
| 8113 | W PLUG EXISTING MAIN -W MJ PLUG 24 IN | 14074 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,363.77 | 2,363.77 | |||
| 8114 | FITTINGS -W BENDS 12 IN | 21819NN | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 1,100.00 | 11,000.00 | |||
| 8115 | FITTINGS -W MEGALUG RESTRAINT 12 IN | 21819NN | EACH | 0.00 | 22.000 | 22.000 | 22.000 | 1,000.00 | 22,000.00 | |||
| 8116 | FITTINGS -W TEE 12X12X12 | 21819NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 8117 | FITTINGS -W FOSTER ADAPTER 12 IN | 21819NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 8118 | FITTINGS -W SLEEVE 12 IN | 21819NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 8119 | FITTINGS -W CAP 12 IN | 21819NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 779.08 | 1,558.16 | |||
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0007 SEWER | |||||||
| 1000 | S BYPASS PUMPING | 15000 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 4,537.50 | 13,612.50 | |||
| 1005 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 753.50 | 54,252.00 | |||
| 1010 | S ENCASEMENT STEEL BORED RANGE 5 | 15018 | LF | 381.00 | 381.000 | 90.000 | 230.000 | 320.000 | 797.50 | 71,775.00 | 255,200.00 | |
| 1015 | S FORCE MAIN POINT RELOCATE | 15067 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 18,150.00 | 18,150.00 | |||
| 1020 | S LATERAL CLEANOUT | 15086 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,512.50 | 6,050.00 | |||
| 1025 | S LATERAL LONG SIDE 04 INCH | 15087 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 46,200.00 | 46,200.00 | |||
| 1030 | S LATERAL SHORT SIDE 04 INCH | 15089 | EACH | 3.00 | 4.000 | 4.000 | 4.000 | 4,400.00 | 17,600.00 | |||
| 1035 | S MANHOLE | 15092 | EACH | 12.00 | 12.000 | 1.000 | 7.000 | 8.000 | 6,847.50 | 6,847.50 | 54,780.00 | |
| 1040 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 3,795.00 | 18,975.00 | |||
| 1045 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 7.00 | 7.000 | 1.000 | 4.000 | 5.000 | 1,512.50 | 1,512.50 | 7,562.50 | |
| 1050 | S MANHOLE CASTING STANDARD | 15095 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 808.50 | 0.00 | |||
| 1055 | S MANHOLE SPECIAL | 15098 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10,725.00 | 42,900.00 | |||
| 1060 | S MANHOLE TAP EXISTING | 15099 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 3,245.00 | 9,735.00 | |||
| 1065 | S PIPE PVC 08 INCH | 15112 | LF | 225.00 | 225.000 | 210.000 | 210.000 | 220.00 | 46,200.00 | |||
| 1070 | S PIPE PVC 10 INCH | 15113 | LF | 255.00 | 255.000 | 282.000 | 282.000 | 440.00 | 124,080.00 | |||
| 1075 | S PIPE PVC 12 INCH | 15114 | LF | 1,490.00 | 1,490.000 | 20.000 | 1,352.000 | 1,372.000 | 291.50 | 5,830.00 | 399,938.00 | |
| 1080 | S LATERAL LOCATE | 15136 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,567.50 | 6,270.00 | |||
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1085 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 505,000.00 | 505,000.00 | |||
| 1090 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 250,000.01 | 0.00 | |||
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0009 GASLINE | |||||||
| 1095 | G SPECIAL ITEM | 16076 | EACH | 31.00 | 31.000 | 17.000 | 17.000 | 752.65 | 12,795.05 | |||
| 1100 | G PIPE POLYETHYLENE/PLASTIC 02 INCH INST | 16515 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 40.78 | 0.00 | |||
| 1105 | G PIPE POLYETHYLENE/PLASTIC 04 INCH INST | 16517 | LF | 80.00 | 80.000 | 128.000 | 128.000 | 50.31 | 6,439.68 | |||
| 1110 | G PIPE POLYETHYLENE/PLASTIC 08 INCH INST | 16519 | LF | 80.00 | 80.000 | 102.000 | 102.000 | 108.02 | 11,018.04 | |||
| 1115 | G PIPE POLYETHYLENE/PLASTIC 12 INCH INST | 16521 | LF | 8,800.00 | 8,800.000 | 8,628.000 | 8,628.000 | 143.66 | 1,239,498.48 | |||
| 1120 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH INST | 16531 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,145.24 | 12,597.64 | |||
| 1125 | G SERVICE LONG SIDE 2 INCH INST | 16533 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,364.76 | 5,459.04 | |||
| 1130 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH INST | 16536 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 304.31 | 3,347.41 | |||
| 1135 | G SERVICE SHORT SIDE 2 INCH INST | 16538 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 440.21 | 1,760.84 | |||
| 1140 | G SERVICE SPECIAL INST | 16540 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,357.95 | 0.00 | |||
| 1145 | G VALVE POLYETHYLENE/PLASTIC 08 IN INST | 16553 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 801.44 | 1,602.88 | |||
| 1150 | G VALVE POLYETHYLENE/PLASTIC 12 IN INST | 16555 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,092.50 | 3,277.50 | |||
| 8104 | G TIE-IN STEEL 02 INCH INST | 16576 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 13,923.51 | 13,923.51 | |||
| 8105 | G TIE-IN STEEL 04 INCH INST | 16578 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 14,555.92 | 43,667.76 | |||
| 8106 | G TIE-IN STEEL 08 INCH INST | 16580 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 15,136.68 | 60,546.72 | |||
| 8107 | G DIRECTIONAL BORE INST (6 INCH) | 16500 | LF | 0.00 | 92.000 | 92.000 | 92.000 | 251.96 | 23,180.32 | |||
| 8108 | G TIE-IN POLYETHYLENE/PLASTIC 12 IN INST | 16547 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 10,007.02 | 10,007.02 | |||
| Project | DE00802362259 | Fed/State Project Number | STP 3002(326) | Category | 0010 ELECTRIC AND TELECOM DUCT | |||||||
| 1155 | EC COMMUNICATIONS PULL BOX | 17001 | EACH | 24.00 | 24.000 | 23.000 | 23.000 | 3,600.00 | 82,800.00 | |||
| 1160 | EC DUCT - 02 BANK | 17003 | LF | 575.00 | 575.000 | 486.000 | 486.000 | 98.00 | 47,628.00 | |||
| 1165 | EC DUCT - 04 BANK | 17007 | LF | 3,884.00 | 3,884.000 | 3,636.000 | 3,636.000 | 108.00 | 392,688.00 | |||
| 1170 | EC DUCT - 04 BANK CONCRETE ENCASED | 17008 | LF | 400.00 | 400.000 | 425.000 | 425.000 | 153.00 | 65,025.00 | |||
| 1175 | EC DUCT - 06 BANK | 17011 | LF | 3,884.00 | 3,884.000 | 3,324.000 | 3,324.000 | 203.00 | 674,772.00 | |||
| 1180 | EC DUCT - 06 BANK CONCRETE ENCASED | 17012 | LF | 400.00 | 400.000 | 425.000 | 425.000 | 347.00 | 147,475.00 | |||
| 1185 | EC ELECTRIC MANHOLE | 17028 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 19,000.00 | 152,000.00 | |||
| 1190 | EC ELECTRIC PIT | 17029 | EACH | 2.00 | 2.000 | 0.500 | 0.500 | 8,900.00 | 4,450.00 | |||
| SUBTOT | $1,075,238.35 |
$19,868,400.05 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0245-1-0I |
FABRIC-GEOTEXTILE CLASS 1 | SQYD |
75,000.00 | 0006 | $0.901000 | $64,196.25 | ||||||
0250-1-0I |
FABRIC-GEOTEXTILE CLASS 2 | SQYD |
9,500.00 | 0006 | $0.816000 | $7,366.21 | ||||||
0255-1-0I |
FABRIC-GEOTEXTILE CLASS 1A | SQYD |
1,000.00 | 0006 | $2.226000 | $2,114.70 | ||||||
0885-1-0I |
RELOCATE FIRE HYDRANT FITTING | EACH |
16.00 | 0008 | $2993.060000 | $45,494.57 | ||||||
0900-1-0I |
DIP 6 FITTINGS | FT |
101.00 | 0008 | $40.810000 | $3,915.77 | ||||||
0905-1-0I |
DIP 8 FITTINGS | FT |
960.00 | 0008 | $9.740000 | $8,883.82 | ||||||
0910-1-0I |
DIP 12 AND FITTINGS | FT |
757.00 | 0008 | $114.650000 | $82,452.58 | ||||||
0915-1-0I |
DIP 24 AND FITTINGS | FT |
4,208.80 | 0008 | $208.370000 | $833,142.23 | ||||||
0950-1-0I |
VALVE 6 AND BOXES | EACH |
7.00 | 0008 | $1278.700000 | $8,503.35 | ||||||
0955-1-0I |
VALVE 8 AND BOXES | EACH |
8.00 | 0008 | $1729.440000 | $13,143.71 | ||||||
0960-1-0I |
VALVE 12 AND BOXES | EACH |
7.00 | 0008 | $2833.380000 | $18,841.98 | ||||||
1005-1-0I |
STEEL ENCASEMENT RANGE 4 | FT |
72.00 | 0008 | $133.390000 | $9,123.90 | ||||||
1010-1-0I |
STEEL ENCASEMENT RANGE 5 | FT |
381.00 | 0008 | $133.390000 | $48,280.66 | ||||||
0905-2-0I |
DIP 8 | FT |
700.00 | 0018 | $45.060000 | $29,963.89 | ||||||
0910-1-1I |
DIP 12 AND FITTINGS | FT |
563.50 | 0018 | $73.600000 | $39,397.67 | ||||||
0915-1-1I |
DIP 24 AND FITTINGS | FT |
1,238.90 | 0018 | $163.770000 | $192,749.92 | ||||||
0965-1-0I |
W VALVE 24 INCH | EACH |
7.00 | 0018 | $27835.750000 | $185,107.72 | ||||||
0910-1-0A |
DIP 12 AND FITTINGS | FT |
126.00 | 0008 | $114.650000 | $-13,723.94 | ||||||
0910-1-0A |
DIP 12 AND FITTINGS | FT |
36.00 | 0009 | $114.650000 | $-3,921.13 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
180.00 | 0009 | $208.370000 | $-35,631.44 | ||||||
0885-1-0A |
RELOCATE FIRE HYDRANT FITTING | EACH |
0.50 | 0010 | $2993.060000 | $-1,421.71 | ||||||
0910-1-0A |
DIP 12 AND FITTINGS | FT |
18.00 | 0010 | $114.650000 | $-1,960.56 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
26.00 | 0010 | $208.370000 | $-5,146.76 | ||||||
0910-1-0A |
DIP 12 AND FITTINGS | FT |
31.50 | 0011 | $114.650000 | $-3,430.99 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
64.50 | 0011 | $208.370000 | $-12,767.93 | ||||||
0960-1-0A |
VALVE 12 AND BOXES | EACH |
1.00 | 0011 | $2833.380000 | $-2,691.71 | ||||||
1010-1-0A |
STEEL ENCASEMENT RANGE 5 | FT |
80.00 | 0011 | $133.390000 | $-10,137.67 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
392.00 | 0012 | $208.370000 | $-77,597.36 | ||||||
1010-1-0A |
STEEL ENCASEMENT RANGE 5 | FT |
40.00 | 0012 | $133.390000 | $-5,068.84 | ||||||
0885-1-0A |
RELOCATE FIRE HYDRANT FITTING | EACH |
1.00 | 0013 | $2993.060000 | $-2,843.41 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
810.50 | 0013 | $208.370000 | $-160,440.45 | ||||||
0960-1-0A |
VALVE 12 AND BOXES | EACH |
1.00 | 0013 | $2833.380000 | $-2,691.71 | ||||||
0885-1-0A |
RELOCATE FIRE HYDRANT FITTING | EACH |
1.50 | 0014 | $2993.060000 | $-4,265.12 | ||||||
0900-1-0A |
DIP 6 FITTINGS | FT |
8.00 | 0014 | $40.810000 | $-310.16 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
658.50 | 0014 | $208.370000 | $-130,351.68 | ||||||
0960-1-0A |
VALVE 12 AND BOXES | EACH |
1.00 | 0014 | $2833.380000 | $-2,691.71 | ||||||
1010-1-0A |
STEEL ENCASEMENT RANGE 5 | FT |
70.00 | 0014 | $133.390000 | $-8,870.46 | ||||||
0905-1-0A |
DIP 8 FITTINGS | FT |
121.00 | 0015 | $9.740000 | $-1,119.73 | ||||||
0910-1-0A |
DIP 12 AND FITTINGS | FT |
100.50 | 0015 | $114.650000 | $-10,946.48 | ||||||
0960-1-0A |
VALVE 12 AND BOXES | EACH |
1.00 | 0015 | $2833.380000 | $-2,691.71 | ||||||
0255-1-0A |
FABRIC-GEOTEXTILE CLASS 1A | SQYD |
210.00 | 0016 | $2.226000 | $-444.09 | ||||||
0910-1-0A |
DIP 12 AND FITTINGS | FT |
82.50 | 0016 | $114.650000 | $-8,985.92 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
432.00 | 0016 | $208.370000 | $-85,515.45 | ||||||
1010-1-0A |
STEEL ENCASEMENT RANGE 5 | FT |
20.00 | 0016 | $133.390000 | $-2,534.42 | ||||||
0255-1-0A |
FABRIC-GEOTEXTILE CLASS 1A | SQYD |
52.78 | 0017 | $2.226000 | $-111.61 | ||||||
0905-1-0A |
DIP 8 FITTINGS | FT |
139.00 | 0017 | $9.740000 | $-1,286.30 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
110.00 | 0017 | $208.370000 | $-21,774.77 | ||||||
1010-1-0A |
STEEL ENCASEMENT RANGE 5 | FT |
10.00 | 0017 | $133.390000 | $-1,267.21 | ||||||
0905-2-0A |
DIP 8 | FT |
252.00 | 0018 | $45.060000 | $-10,787.00 | ||||||
0905-1-0A |
DIP 8 FITTINGS | FT |
252.00 | 0018 | $9.740000 | $-2,332.00 | ||||||
0910-1-0A |
DIP 12 AND FITTINGS | FT |
343.00 | 0018 | $114.650000 | $-37,359.62 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
912.50 | 0018 | $208.370000 | $-180,631.60 | ||||||
0955-1-0A |
VALVE 8 AND BOXES | EACH |
1.00 | 0018 | $1729.440000 | $-1,642.96 | ||||||
1010-1-0A |
STEEL ENCASEMENT RANGE 5 | FT |
10.00 | 0018 | $133.390000 | $-1,267.21 | ||||||
0255-1-0A |
FABRIC-GEOTEXTILE CLASS 1A | SQYD |
281.94 | 0019 | $2.226000 | $-596.22 | ||||||
0905-2-0A |
DIP 8 | FT |
145.50 | 0019 | $45.060000 | $-6,228.21 | ||||||
0905-1-0A |
DIP 8 FITTINGS | FT |
145.50 | 0019 | $9.740000 | $-1,346.45 | ||||||
0910-1-1A |
DIP 12 AND FITTINGS | FT |
46.50 | 0019 | $73.600000 | $-3,251.09 | ||||||
0910-1-0A |
DIP 12 AND FITTINGS | FT |
19.50 | 0019 | $114.650000 | $-2,123.94 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
458.00 | 0019 | $208.370000 | $-90,662.22 | ||||||
0955-1-0A |
VALVE 8 AND BOXES | EACH |
2.00 | 0019 | $1729.440000 | $-3,285.93 | ||||||
0960-1-0A |
VALVE 12 AND BOXES | EACH |
1.00 | 0019 | $2833.380000 | $-2,691.71 | ||||||
0965-1-0A |
W VALVE 24 INCH | EACH |
2.00 | 0019 | $27835.750000 | $-52,887.92 | ||||||
0915-1-1A |
DIP 24 AND FITTINGS | FT |
234.20 | 0020 | $163.770000 | $-36,437.19 | ||||||
0915-1-0A |
DIP 24 AND FITTINGS | FT |
164.80 | 0020 | $208.370000 | $-32,622.57 | ||||||
0950-1-0A |
VALVE 6 AND BOXES | EACH |
1.00 | 0020 | $1278.700000 | $-1,214.76 | ||||||
1005-1-0A |
STEEL ENCASEMENT RANGE 4 | FT |
60.00 | 0020 | $133.390000 | $-7,603.25 | ||||||
0885-1-0A |
RELOCATE FIRE HYDRANT FITTING | EACH |
1.00 | 0021 | $2993.060000 | $-2,843.41 | ||||||
0900-1-0A |
DIP 6 FITTINGS | FT |
6.00 | 0021 | $40.810000 | $-232.62 | ||||||
0905-2-0A |
DIP 8 | FT |
30.50 | 0021 | $45.060000 | $-1,305.57 | ||||||
0905-1-0A |
DIP 8 FITTINGS | FT |
30.50 | 0021 | $9.740000 | $-282.25 | ||||||
0910-1-1A |
DIP 12 AND FITTINGS | FT |
25.50 | 0021 | $73.600000 | $-1,782.86 | ||||||
0915-1-1A |
DIP 24 AND FITTINGS | FT |
258.00 | 0021 | $163.770000 | $-40,140.03 | ||||||
0955-1-0A |
VALVE 8 AND BOXES | EACH |
1.00 | 0021 | $1729.440000 | $-1,642.96 | ||||||
0965-1-0A |
W VALVE 24 INCH | EACH |
2.00 | 0021 | $27835.750000 | $-52,887.92 | ||||||
1005-1-0A |
STEEL ENCASEMENT RANGE 4 | FT |
12.00 | 0021 | $133.390000 | $-1,520.65 | ||||||
0910-1-1A |
DIP 12 AND FITTINGS | FT |
53.00 | 0022 | $73.600000 | $-3,705.55 | ||||||
0915-1-1A |
DIP 24 AND FITTINGS | FT |
501.00 | 0022 | $163.770000 | $-77,946.33 | ||||||
0915-1-1A |
DIP 24 AND FITTINGS | FT |
216.50 | 0023 | $163.770000 | $-33,683.39 | ||||||
0960-1-0A |
VALVE 12 AND BOXES | EACH |
1.00 | 0023 | $2833.380000 | $-2,691.71 | ||||||
0965-1-0A |
W VALVE 24 INCH | EACH |
2.00 | 0023 | $27835.750000 | $-52,887.92 | ||||||
0900-1-0A |
DIP 6 FITTINGS | FT |
10.00 | 0025 | $40.810000 | $-387.70 | ||||||
0910-1-1A |
DIP 12 AND FITTINGS | FT |
34.00 | 0025 | $73.600000 | $-2,377.14 | ||||||
0915-1-1A |
DIP 24 AND FITTINGS | FT |
29.20 | 0025 | $163.770000 | $-4,542.98 | ||||||
0960-1-0A |
VALVE 12 AND BOXES | EACH |
1.00 | 0025 | $2833.380000 | $-2,691.72 | ||||||
0255-1-0A |
FABRIC-GEOTEXTILE CLASS 1A | SQYD |
232.00 | 0028 | $2.226000 | $-490.61 | ||||||
0245-1-0A |
FABRIC-GEOTEXTILE CLASS 1 | SQYD |
404.20 | 0031 | $0.901000 | $-345.97 | ||||||
0905-2-0A |
DIP 8 | FT |
7.00 | 0031 | $45.060000 | $-299.64 | ||||||
0905-1-0A |
DIP 8 FITTINGS | FT |
7.00 | 0031 | $9.740000 | $-64.78 | ||||||
0910-1-1A |
DIP 12 AND FITTINGS | FT |
18.00 | 0031 | $73.600000 | $-1,258.49 | ||||||
0900-1-0A |
DIP 6 FITTINGS | FT |
24.00 | 0032 | $40.810000 | $-930.48 | ||||||
0905-2-0A |
DIP 8 | FT |
24.50 | 0032 | $45.060000 | $-1,048.74 | ||||||
0905-1-0A |
DIP 8 FITTINGS | FT |
24.50 | 0032 | $9.740000 | $-226.72 | ||||||
0910-1-1A |
DIP 12 AND FITTINGS | FT |
10.50 | 0032 | $73.600000 | $-734.12 | ||||||
0245-1-0A |
FABRIC-GEOTEXTILE CLASS 1 | SQYD |
723.60 | 0034 | $0.901000 | $-619.37 | ||||||
0245-1-0A |
FABRIC-GEOTEXTILE CLASS 1 | SQYD |
45,115.44 | 0035 | $0.901000 | $-38,616.57 | ||||||
0245-1-0A |
FABRIC-GEOTEXTILE CLASS 1 | SQYD |
937.04 | 0036 | $0.901000 | $-802.06 | ||||||
0245-1-0A |
FABRIC-GEOTEXTILE CLASS 1 | SQYD |
340.80 | 0037 | $0.901000 | $-291.71 | ||||||
0245-1-0A |
FABRIC-GEOTEXTILE CLASS 1 | SQYD |
154.58 | 0038 | $0.901000 | $-132.31 | ||||||
0910-1-1A |
DIP 12 AND FITTINGS | FT |
59.00 | 0038 | $73.600000 | $-4,125.04 | ||||||
0910-1-1A |
DIP 12 AND FITTINGS | FT |
157.00 | 0039 | $73.600000 | -10,976.81 | $-10,976.81 | |||||
1010-1-0A |
STEEL ENCASEMENT RANGE 5 | FT |
90.00 | 0039 | $133.390000 | -11,404.88 | $-11,404.88 | |||||
| SUBTOT | $139,143.64 |
|||||||||||
| Project | DE05903262259 | Fed/State Project Number | STP 3002(326) | Category | 0001 PAVING | |||||||
| 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 | |
| 1195 | CRUSHED STONE BASE | 00003 | TON | 1,081.00 | 1,081.000 | 73.280 | 73.280 | 37.00 | 2,711.36 | |||
| 1200 | LIME STABILIZED ROADBED | 00013 | SQYD | 3,693.00 | 3,693.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 1205 | LIME | 00014 | TON | 108.00 | 108.000 | 0.000 | 0.000 | 235.40 | 0.00 | |||
| 1210 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,370.00 | 1,370.000 | 1,189.120 | 1,189.120 | 92.00 | 109,399.04 | |||
| 1215 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 678.00 | 678.000 | 0.000 | 0.000 | 103.00 | 0.00 | |||
| 1220 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 43.00 | 43.000 | 0.000 | 0.000 | 118.00 | 0.00 | |||
| 1225 | ASPHALT PRIME COAT | 00296 | TON | 2.00 | 0.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 1230 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 1235 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 456.00 | 456.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1240 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 5.00 | 0.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 1245 | ASPHALT CURING SEAL | 00358 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 1250 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 213.00 | 213.000 | 0.000 | 0.000 | 93.00 | 0.00 | |||
| 1255 | SAND FOR BLOTTER | 02702 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 8102 | ASPHALT PRIME COAT NON TRACKING | 00296 | TON | 0.00 | 1.667 | 0.000 | 0.000 | 1,020.00 | 0.00 | |||
| 8103 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 4.167 | 0.000 | 0.000 | 1,020.00 | 0.00 | |||
| Project | DE05903262259 | Fed/State Project Number | STP 3002(326) | Category | 0002 ROADWAY | |||||||
| 1260 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1265 | STANDARD CURB AND GUTTER | 01810 | LF | 729.00 | 729.000 | 0.000 | 0.000 | 28.75 | 0.00 | |||
| 1270 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 143.00 | 143.000 | 0.000 | 0.000 | 152.50 | 0.00 | |||
| 1275 | TEMP DITCH | 02159 | LF | 469.00 | 469.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 1280 | CLEAN TEMP DITCH | 02160 | LF | 234.50 | 234.500 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 1285 | ROADWAY EXCAVATION | 02200 | CUYD | 2,807.00 | 2,807.000 | 140.000 | 140.000 | 18.00 | 2,520.00 | |||
| 1290 | WATER | 02242 | MGAL | 469.00 | 469.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1295 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1300 | CLEARING AND GRUBBING 0.32 ACRES KENTON | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 1305 | TEMPORARY SIGNS | 02562 | SQFT | 113.00 | 113.000 | 95.500 | 95.500 | 10.00 | 955.00 | |||
| 1310 | EDGE KEY | 02585 | LF | 192.00 | 192.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1315 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 3,693.00 | 3,693.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1320 | MAINTAIN & CONTROL TRAFFIC KENTON | 02650 | LS | 1.00 | 1.000 | 0.020 | 0.540 | 0.560 | 100,000.00 | 2,000.00 | 56,000.00 | |
| 1325 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 15,000.00 | 30,000.00 | |||
| 1330 | SAFELOADING | 02690 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1335 | TEMP SILT FENCE | 02701 | LF | 469.00 | 469.000 | 0.000 | 0.000 | 1.56 | 0.00 | |||
| 1340 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1345 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1350 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 466.00 | 0.00 | |||
| 1355 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1360 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1365 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1370 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 660.00 | 660.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1375 | STAKING KENTON | 02726 | LS | 1.00 | 1.000 | 0.020 | 0.540 | 0.560 | 50,000.00 | 1,000.00 | 28,000.00 | |
| 1380 | EROSION CONTROL BLANKET | 05950 | SQYD | 311.00 | 311.000 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 1385 | TEMP MULCH | 05952 | SQYD | 6,943.00 | 6,943.000 | 320.000 | 320.000 | 0.20 | 64.00 | |||
| 1390 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 5,181.00 | 5,181.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 1395 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 1400 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 1405 | SEEDING AND PROTECTION | 05985 | SQYD | 3,167.00 | 3,167.000 | 0.000 | 0.000 | 0.44 | 0.00 | |||
| 1410 | SODDING | 05990 | SQYD | 1,022.00 | 1,022.000 | 0.000 | 0.000 | 5.65 | 0.00 | |||
| 1415 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 1420 | SPREADING STOCKPILED TOPSOIL | 05998 | CUYD | 170.00 | 170.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1425 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 8,930.00 | 8,930.000 | 12,800.000 | 12,800.000 | 0.22 | 2,816.00 | |||
| 1430 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 106.00 | 106.000 | 0.000 | 0.000 | 5.40 | 0.00 | |||
| 1435 | FUEL ADJUSTMENT | 10020NS | DOLL | 358.00 | 358.000 | -573.720 | -16.460 | -590.180 | 1.00 | -573.72 | -590.18 | |
| 1440 | LONGITUDINAL EDGE KEY | 21289ED | LF | 842.00 | 842.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1445 | QWICK CURB MEDIAN SEPARATOR | 22680EN | LF | 151.00 | 151.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 1450 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 234.00 | 234.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 1455 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 20.00 | 20.000 | 0.000 | 0.000 | 33.75 | 0.00 | |||
| 1460 | BARCODE SIGN INVENTORY | 24631EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 15.40 | 0.00 | |||
| 1465 | PIPELINE INSPECTION | 24814EC | LF | 322.00 | 322.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| Project | DE05903262259 | Fed/State Project Number | STP 3002(326) | Category | 0003 DRAINAGE | |||||||
| 1470 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1475 | STORM SEWER PIPE-15 IN | 00521 | LF | 533.00 | 533.000 | 149.000 | 149.000 | 74.00 | 11,026.00 | |||
| 1480 | STORM SEWER PIPE-18 IN | 00522 | LF | 83.00 | 83.000 | 55.500 | 55.500 | 165.00 | 9,157.50 | |||
| 1485 | STORM SEWER PIPE-24 IN | 00524 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 1490 | PERFORATED PIPE-4 IN | 01000 | LF | 1,479.00 | 1,479.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1495 | PERFORATED PIPE-8 IN | 01002 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 1500 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1505 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 1510 | CURB BOX INLET TYPE A | 01456 | EACH | 7.00 | 7.000 | 1.500 | 1.500 | 7,200.00 | 10,800.00 | |||
| 1515 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 1520 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1525 | JUNCTION BOX | 01650 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
| 1530 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 1535 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,087.00 | 1,087.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE05903262259 | Fed/State Project Number | STP 3002(326) | Category | 0004 SIGNING | |||||||
| 1540 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 33.00 | 33.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1545 | STEEL POST TYPE 1 | 06410 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 1550 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 4,052.00 | 4,052.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 1555 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 206.00 | 206.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 1560 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 4.85 | 0.00 | |||
| 1565 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 530.00 | 530.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 1570 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 108.00 | 108.000 | 0.000 | 0.000 | 10.80 | 0.00 | |||
| 1575 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 118.80 | 0.00 | |||
| 1580 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 43.20 | 0.00 | |||
| 1585 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 43.20 | 0.00 | |||
| Project | DE05903262259 | Fed/State Project Number | STP 3002(326) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1590 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 505,000.00 | 505,000.00 | |||
| 1595 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 249,999.99 | 0.00 | |||
| Project | DE05903262259 | Fed/State Project Number | STP 3002(326) | Category | 0006 SEWER | |||||||
| 1600 | S BYPASS PUMPING | 15000 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,537.50 | 0.00 | |||
| 1605 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 1610 | S MANHOLE | 15092 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,847.50 | 0.00 | |||
| 1615 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,255.00 | 0.00 | |||
| 1620 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,227.50 | 0.00 | |||
| 1625 | S MANHOLE TAP EXISTING | 15099 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,785.00 | 0.00 | |||
| 1630 | S PIPE PVC 08 INCH | 15112 | LF | 151.00 | 151.000 | 0.000 | 0.000 | 148.50 | 0.00 | |||
| SUBTOT | $2,426.28 |
$20,694,658.77 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1605-1-0I |
STEEL ENCASEMENT RANGE 4 | FT |
80.00 | 0008 | $133.390000 | $10,137.67 | ||||||
| SUBTOT | $10,137.67 |
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