|
Report_Id: 151269 Est NO 0087 |
Date:08/14/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151269 | Estimate Number | 0087 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01360) Oliver, Michael R. P.E | ||||||
| Contractor | ROGERS GROUP INC | ADDR SN 1 VC Code KY0029875 | |||||
| PO BOX 1045 | |||||||
| HOPKINSVILLE , KY , 42241 | |||||||
| Pay Period | 07/24/2020 TO 08/06/2020 | ||||||
| Date Approved | 08/14/2020 | ||||||
| Primary Proj Number | DE11100681569 | ||||||
| Project No. | NHPP 0801 (102), NHPP 0801 (104), NHPP 0801 (103) | ||||||
| Primary County | TRIGG | ||||||
| Name of Road | CADIZ TO AURORA ROAD (US 68 / KY 80) | ||||||
| Description | CADIZ TO AURORA ROAD (US 68 / KY 80) | ||||||
| Date Let | 11/20/2015 | Formal Acceptance | |||||
| Date Awarded | 12/04/2015 | Date Work Began | 02/08/2016 | ||||
| Date Contract Executed | 12/23/2015 | Open To Traffic | |||||
| Date NTP Issued | 12/23/2015 | Actual Completion Date | |||||
| Current Contract Amount | $54,242,008.83 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $54,242,008.83 |
Total Earnings | $43,868,551.95 |
$43,217,149.04 |
$651,402.91 |
|
| Percent Complete | 81.58 |
Stockpiled Materials | $380,465.06 |
$380,465.06 |
$0.00 |
|
| Funds Available | $9,992,991.82 |
Gross Earnings | $44,249,017.01 |
$43,597,614.10 |
$651,402.91 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $44,249,017.01 |
$43,597,614.10 |
$651,402.91 |
|||
| Contract Id | 151269 | Change Order Summary |
County | TRIGG | ||||||
| Estimate Nbr | 0087 | Project Number | NHPP 0801 (102), NHPP 0801 (104), NHPP 0801 (103) | |||||||
| Contractor | ROGERS GROUP INC | Period | 07/24/2020 TO 08/06/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Parcel 511 usage and obligation of demolition post-constr. | Approved | 07/15/2016 | $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 | 151269 | COMMONWEALTH OF KENTUCKY |
County | TRIGG | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE11100681569 | ||||||
| Estimate Nbr | 0087 | Period | 07/24/2020 TO 08/06/2020 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DE11100681569 | Fed/State Project Number | NHPP 0801 (102) | 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 | DE11100681569 | Fed/State Project Number | NHPP 0801 (102) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 81,864.00 | 81,864.000 | 62,662.990 | 62,662.990 | 23.17 | 1,451,901.47 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 166,678.00 | 166,678.000 | 129,966.970 | 129,966.970 | 1.79 | 232,640.87 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 377.00 | 377.000 | 267.230 | 267.230 | 36.09 | 9,644.33 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 46.00 | 46.000 | 19.950 | 19.950 | 960.34 | 19,158.78 | |||
| 0025 | LEVELING & WEDGING PG64-22 (REVISED: 11-9-15) | 00190 | TON | 171.00 | 171.000 | 337.340 | 337.340 | 76.70 | 25,873.97 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 16,531.00 | 16,531.000 | 5,854.780 | 5,854.780 | 72.30 | 423,300.59 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 43,160.00 | 43,160.000 | 52,324.680 | 52,324.680 | 64.30 | 3,364,476.92 | |||
| 0040 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 6,566.00 | 6,566.000 | 9,673.340 | 9,673.340 | 77.49 | 749,587.11 | |||
| 0045 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 7,007.00 | 7,007.000 | 6,972.070 | 6,972.070 | 86.90 | 605,872.88 | |||
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 334.00 | 334.000 | 121.608 | 121.608 | 987.77 | 120,120.73 | |||
| 0055 | CEMENT | 02542 | TON | 3,180.00 | 3,180.000 | 2,572.170 | 2,572.170 | 141.53 | 364,039.22 | |||
| 0060 | MOBILIZATION FOR MILL & TEXT (1-180.11) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0065 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 341.00 | 341.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0070 | SAND FOR BLOTTER | 02702 | TON | 834.00 | 834.000 | 0.000 | 0.000 | 69.12 | 0.00 | |||
| Project | DE11100681569 | Fed/State Project Number | NHPP 0801 (102) | Category | 0002 ROADWAY | |||||||
| 0075 | BARRICADE-TYPE III | 02014 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 186.27 | 2,607.78 | |||
| 0080 | REMOVE PAVEMENT | 02091 | SQYD | 4,909.00 | 4,909.000 | 4,533.320 | 4,533.320 | 4.00 | 18,133.28 | |||
| 0085 | TEMP DITCH | 02159 | LF | 6,727.00 | 6,727.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0090 | CLEAN TEMP DITCH | 02160 | LF | 6,727.00 | 6,727.000 | 2,300.000 | 2,300.000 | 0.16 | 368.00 | |||
| 0095 | ROADWAY EXCAVATION | 02200 | CUYD | 387,047.00 | 387,047.000 | 387,047.000 | 387,047.000 | 4.25 | 1,644,949.75 | |||
| 0100 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 338.00 | 338.000 | 338.000 | 338.000 | 18.00 | 6,084.00 | |||
| 0105 | FLOWABLE FILL | 02220 | CUYD | 8.00 | 8.000 | 6.000 | 6.000 | 190.00 | 1,140.00 | |||
| 0110 | GRANULAR EMBANKMENT | 02223 | CUYD | 800.00 | 800.000 | 2,981.510 | 2,981.510 | 36.00 | 107,334.36 | |||
| 0115 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 2,550.00 | 2,550.000 | 2,550.000 | 2,550.000 | 2.00 | 5,100.00 | |||
| 0120 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 24,452.00 | 24,452.000 | 18,775.000 | 18,775.000 | 5.75 | 107,956.25 | |||
| 0125 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 800.00 | 800.000 | 270.000 | 270.000 | 16.00 | 4,320.00 | |||
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 147.00 | 147.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0145 | WITNESS POST | 02432 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS II | 02483 | TON | 6,365.00 | 6,365.000 | 6,940.840 | 6,940.840 | 26.00 | 180,461.84 | |||
| 0155 | CLEARING AND GRUBBING (1-180.11 - APPROXIMATELY 103.7 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0160 | CONCRETE-CLASS B | 02555 | CUYD | 138.00 | 138.000 | 138.000 | 138.000 | 475.00 | 65,550.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 1,260.00 | 1,260.000 | 946.000 | 946.000 | 15.08 | 14,265.68 | |||
| 0170 | EDGE KEY | 02585 | LF | 436.00 | 436.000 | 107.500 | 225.000 | 332.500 | 25.00 | 2,687.50 | 8,312.50 | |
| 0175 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,485.00 | 2,485.000 | 1,277.770 | 1,277.770 | 2.00 | 2,555.54 | |||
| 0180 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 26,849.00 | 26,849.000 | 15,801.040 | 15,801.040 | 2.00 | 31,602.08 | |||
| 0185 | MAINTAIN & CONTROL TRAFFIC (1-180.11) | 02650 | LS | 1.00 | 1.000 | 1.050 | 1.050 | 93,264.62 | 97,927.85 | |||
| 0190 | DIVERSIONS (BY-PASS DETOURS) (1-180.11 - DIVERSION 1: STA. 11+00 TO S | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0195 | DIVERSIONS (BY-PASS DETOURS) (1-180.11 - DIVERSION 2: STA. 37+00 TO S | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0200 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 21,365.55 | 42,731.10 | |||
| 0205 | TEMP SILT FENCE | 02701 | LF | 6,727.00 | 6,727.000 | 15,033.000 | 15,033.000 | 1.75 | 26,307.75 | |||
| 0210 | SILT TRAP TYPE A | 02703 | EACH | 118.00 | 118.000 | 118.000 | 118.000 | 250.00 | 29,500.00 | |||
| 0215 | SILT TRAP TYPE B | 02704 | EACH | 118.00 | 118.000 | 52.000 | 52.000 | 250.00 | 13,000.00 | |||
| 0220 | SILT TRAP TYPE C | 02705 | EACH | 118.00 | 118.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 354.00 | 354.000 | 6.000 | 175.000 | 181.000 | 50.00 | 300.00 | 9,050.00 | |
| 0230 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 354.00 | 354.000 | 8.000 | 8.000 | 50.00 | 400.00 | |||
| 0235 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 354.00 | 354.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0240 | STAKING (1-180.11) | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 314,010.69 | 235,508.01 | |||
| 0245 | REMOVE STRUCTURE (1-180.11 - STA. 4154+00 4' X4' RCBC) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0250 | REMOVE STRUCTURE (1-180.11 - STA. 48+00 3' X 2' RCBC) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0255 | MASONRY COATING | 02998 | SQYD | 120.00 | 120.000 | 120.000 | 120.000 | 8.00 | 960.00 | |||
| 0260 | EROSION CONTROL BLANKET | 05950 | SQYD | 71,606.00 | 71,606.000 | 71,406.000 | 71,406.000 | 1.15 | 82,116.90 | |||
| 0265 | TEMP MULCH | 05952 | SQYD | 572,233.00 | 572,233.000 | 4,840.000 | 4,840.000 | 0.08 | 387.20 | |||
| 0270 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 572,223.00 | 572,223.000 | 213,407.497 | 213,407.497 | 0.12 | 25,608.89 | |||
| 0275 | INITIAL FERTILIZER | 05963 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0280 | 20-10-10 FERTILIZER | 05964 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0285 | SEEDING AND PROTECTION | 05985 | SQYD | 572,233.00 | 572,233.000 | 191,180.000 | 191,180.000 | 0.35 | 66,913.00 | |||
| 0290 | AGRICULTURAL LIMESTONE | 05992 | TON | 355.00 | 355.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0295 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 365.00 | 365.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0300 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0305 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 90,088.00 | 90,088.000 | 101,034.000 | 101,034.000 | 0.18 | 18,186.12 | |||
| 0310 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 121.00 | 121.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0315 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 73,912.00 | 73,912.000 | 95,587.000 | 95,587.000 | 0.21 | 20,073.27 | |||
| 0320 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 3,950.00 | 3,950.000 | 873.000 | 873.000 | 0.34 | 296.82 | |||
| 0325 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 480.00 | 480.000 | 0.000 | 0.000 | 5.95 | 0.00 | |||
| 0330 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 500.000 | 500.000 | 1.95 | 975.00 | |||
| 0335 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 500.000 | 6,930.000 | 6,930.000 | 1.95 | 13,513.50 | |||
| 0340 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 63.00 | 63.000 | 48.000 | 48.000 | 110.00 | 5,280.00 | |||
| 0345 | FUEL ADJUSTMENT | 10020NS | DOLL | 226,837.00 | 226,837.000 | 133,931.840 | 133,931.840 | 1.00 | 133,931.84 | |||
| 0350 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 287,101.00 | 287,101.000 | -112,378.930 | -112,378.930 | 1.00 | -112,378.93 | |||
| 0355 | W REMOVE TRANSITE (AC) PIPE (ADDED: 11-17-15) | 14076 | LF | 1,440.00 | 1,440.000 | 300.000 | 300.000 | 20.00 | 6,000.00 | |||
| 0360 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0365 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 207.00 | 0.00 | |||
| 0370 | BOLLARDS | 21341ND | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0375 | INLAID PAVEMENT MARKER | 24489EC | EACH | 325.00 | 325.000 | 325.000 | 325.000 | 41.00 | 13,325.00 | |||
| 0380 | PIPELINE INSPECTION | 24814EC | LF | 5,243.00 | 5,243.000 | 5,243.000 | 5,243.000 | 4.00 | 20,972.00 | |||
| Project | DE11100681569 | Fed/State Project Number | NHPP 0801 (102) | Category | 0003 DRAINAGE | |||||||
| 0385 | ENTRANCE PIPE-15 IN | 00440 | LF | 196.00 | 196.000 | 199.000 | 199.000 | 46.00 | 9,154.00 | |||
| 0390 | ENTRANCE PIPE-18 IN | 00441 | LF | 133.00 | 133.000 | 133.000 | 133.000 | 41.00 | 5,453.00 | |||
| 0395 | ENTRANCE PIPE-24 IN | 00443 | LF | 126.00 | 126.000 | 126.000 | 126.000 | 44.00 | 5,544.00 | |||
| 0400 | CULVERT PIPE-18 IN | 00462 | LF | 1,191.00 | 1,191.000 | 1,075.400 | 1,075.400 | 47.00 | 50,543.80 | |||
| 0405 | CULVERT PIPE-24 IN | 00464 | LF | 300.00 | 300.000 | 427.000 | 427.000 | 56.00 | 23,912.00 | |||
| 0410 | CULVERT PIPE-30 IN | 00466 | LF | 441.00 | 441.000 | 452.000 | 452.000 | 75.00 | 33,900.00 | |||
| 0415 | CULVERT PIPE-36 IN | 00468 | LF | 260.00 | 260.000 | 260.000 | 260.000 | 95.00 | 24,700.00 | |||
| 0420 | CULVERT PIPE-42 IN | 00469 | LF | 936.00 | 936.000 | 983.000 | 983.000 | 120.00 | 117,960.00 | |||
| 0425 | CULVERT PIPE-48 IN | 00470 | LF | 312.00 | 312.000 | 312.000 | 312.000 | 122.00 | 38,064.00 | |||
| 0430 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 553.00 | 553.000 | 552.000 | 552.000 | 76.00 | 41,952.00 | |||
| 0435 | STORM SEWER PIPE-15 IN | 00521 | LF | 475.00 | 475.000 | 475.000 | 475.000 | 33.00 | 15,675.00 | |||
| 0440 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,003.00 | 1,003.000 | 1,003.000 | 1,003.000 | 37.00 | 37,111.00 | |||
| 0445 | STORM SEWER PIPE-24 IN | 00524 | LF | 618.00 | 618.000 | 618.000 | 618.000 | 48.00 | 29,664.00 | |||
| 0450 | STORM SEWER PIPE-36 IN | 00528 | LF | 101.00 | 101.000 | 100.000 | 100.000 | 77.00 | 7,700.00 | |||
| 0455 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 9.00 | 9.000 | 5.000 | 5.000 | 1,250.00 | 6,250.00 | |||
| 0460 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,375.00 | 4,125.00 | |||
| 0465 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,550.00 | 6,200.00 | |||
| 0470 | PIPE CULVERT HEADWALL-30 IN EQUIV | 01211 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,050.00 | 8,200.00 | |||
| 0475 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0480 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,750.00 | 16,500.00 | |||
| 0485 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0490 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 0495 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0500 | METAL END SECTION TY 3-30 IN | 01394 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,750.00 | 5,500.00 | |||
| 0505 | METAL END SECTION TY 3-42 IN | 01396 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 4,500.00 | 27,000.00 | |||
| 0510 | METAL END SECTION TY 3-48 IN | 01397 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,600.00 | 11,200.00 | |||
| 0515 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0520 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 2,200.00 | 13,200.00 | |||
| 0525 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 3,100.00 | 21,700.00 | |||
| 0530 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,300.00 | 18,900.00 | |||
| 0535 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,300.00 | 18,900.00 | |||
| 0540 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 6,600.00 | 26,400.00 | |||
| 0545 | DROP BOX INLET TYPE 5B | 01505 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 7,000.00 | 119,000.00 | |||
| 0550 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0555 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 9,000.00 | 18,000.00 | |||
| 0560 | JUNCTION BOX-24 IN | 01643 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0565 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0570 | METAL END SECTION TY 3-30 IN (EQUIV) | 21588NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| Project | DE11100681569 | Fed/State Project Number | NHPP 0801 (102) | Category | 0004 SIGNING | |||||||
| 0575 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 455.00 | 455.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0580 | STEEL POST TYPE 1 | 06410 | LF | 780.00 | 780.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0585 | BOLLARDS | 21341ND | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0590 | BARCODE SIGN INVENTORY | 24631EC | EACH | 154.00 | 154.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE11100681569 | Fed/State Project Number | NHPP 0801 (102) | Category | 0005 WATERLINE | |||||||
| 0595 | SAFELOADING | 02690 | CUYD | 28.40 | 28.400 | 17.000 | 17.000 | 228.38 | 3,882.46 | |||
| 0600 | W AIR RELEASE VALVE SPECIAL | 14002 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,125.98 | 16,503.92 | |||
| 0605 | W CAP EXISTING MAIN | 14003 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 2,172.10 | 23,893.10 | |||
| 0610 | W DIRECTIONAL BORE | 14004 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 174.58 | 3,491.60 | |||
| 0615 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 480.00 | 480.000 | 480.000 | 480.000 | 184.73 | 88,670.40 | |||
| 0620 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 65.00 | 65.000 | 65.000 | 65.000 | 228.38 | 14,844.70 | |||
| 0625 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 272.02 | 0.00 | |||
| 0630 | W ENCASEMENT STEEL BORED RANGE 6 | 14011 | LF | 798.00 | 798.000 | 798.000 | 798.000 | 424.27 | 338,567.46 | |||
| 0635 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,343.19 | 21,715.95 | |||
| 0640 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,257.14 | 6,514.28 | |||
| 0645 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 1,265.00 | 1,265.000 | 5,364.230 | 5,364.230 | 84.75 | 454,618.49 | |||
| 0650 | W PIPE DCTL IRON RSTRND JOINT 04 IN | 14046 | LF | 505.00 | 505.000 | 502.000 | 502.000 | 54.30 | 27,258.60 | |||
| 0655 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 65.00 | 65.000 | 65.000 | 65.000 | 63.03 | 4,096.95 | |||
| 0660 | W PIPE DCTL IRON RSTRND JOINT 08 IN | 14048 | LF | 100.00 | 100.000 | 321.000 | 321.000 | 70.64 | 22,675.44 | |||
| 0665 | W PIPE DCTL IRON RSTRND JOINT 16 IN | 14051 | LF | 2,960.00 | 2,960.000 | 3,655.000 | 3,655.000 | 113.98 | 416,596.90 | |||
| 0670 | W PIPE PVC 02 INCH | 14056 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 32.58 | 0.00 | |||
| 0675 | W PIPE PVC 04 INCH | 14058 | LF | 345.00 | 345.000 | 345.000 | 345.000 | 31.26 | 10,784.70 | |||
| 0680 | W PIPE PVC 06 INCH | 14059 | LF | 380.00 | 380.000 | 374.000 | 374.000 | 33.70 | 12,603.80 | |||
| 0685 | W PIPE PVC 08 INCH | 14060 | LF | 270.00 | 270.000 | 265.000 | 265.000 | 36.95 | 9,791.75 | |||
| 0690 | W SERV PE/PLST LONG SIDE 2 IN | 14079 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,800.16 | 3,800.16 | |||
| 0695 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 4,343.18 | 34,745.44 | |||
| 0700 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 11,941.47 | 35,824.41 | |||
| 0705 | W VALVE 06 INCH | 14105 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,520.47 | 1,520.47 | |||
| 0710 | W VALVE 08 INCH | 14106 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,954.89 | 1,954.89 | |||
| 0715 | W VALVE 16 INCH | 14109 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 10,856.44 | 65,138.64 | |||
| Project | DE11100681569 | Fed/State Project Number | NHPP 0801 (102) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0720 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 588,043.40 | 588,043.40 | |||
| 0725 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 450,221.32 | 0.00 | |||
| Project | DE11100681569 | Fed/State Project Number | NHPP 0801 (102) | Category | 0007 TRAINEES | |||||||
| 0730 | TRAINEE PAYMENT REIMBURSEMENT 1 GROUP 1 OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $2,987.50 |
$13,522,489.02 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | 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 | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 101,556.40 | 101,556.400 | 73,857.480 | 73,857.480 | 23.17 | 1,711,277.81 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 175,868.00 | 175,868.000 | 170,136.690 | 170,136.690 | 1.79 | 304,544.67 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4,866.30 | 4,866.300 | 0.000 | 0.000 | 36.09 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 583.90 | 583.900 | 12.910 | 12.910 | 960.34 | 12,397.98 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,549.60 | 3,549.600 | 6,257.740 | 6,257.740 | 72.30 | 452,434.60 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 71,899.30 | 71,899.300 | 62,518.420 | 62,518.420 | 64.30 | 4,019,934.40 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,736.80 | 3,736.800 | 628.100 | 628.100 | 84.74 | 53,225.19 | |||
| 0040 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 14,006.80 | 14,006.800 | 1,767.810 | 1,767.810 | 86.90 | 153,622.68 | |||
| 0045 | ASPHALT CURING SEAL | 00358 | TON | 175.80 | 175.800 | 156.700 | 156.700 | 987.77 | 154,783.55 | |||
| 0050 | JPC PAVEMENT-8 IN | 02084 | SQYD | 200.00 | 200.000 | 200.000 | 200.000 | 161.00 | 32,200.00 | |||
| 0055 | CEMENT | 02542 | TON | 3,429.50 | 3,429.500 | 3,545.100 | 3,545.100 | 141.53 | 501,738.00 | |||
| 0060 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 63,282.10 | 63,282.100 | 56,925.000 | 56,925.000 | 0.25 | 14,231.25 | |||
| 0065 | SAND FOR BLOTTER | 02702 | TON | 439.70 | 439.700 | 22.170 | 22.170 | 69.12 | 1,532.39 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0002 ROADWAY | |||||||
| 0070 | ISLAND INTEGRAL CURB | 01845 | LF | 100.00 | 100.000 | 50.000 | 50.000 | 55.00 | 2,750.00 | |||
| 0075 | BARRICADE-TYPE III | 02014 | EACH | 24.00 | 24.000 | 18.000 | 18.000 | 186.27 | 3,352.86 | |||
| 0080 | REMOVE PAVEMENT | 02091 | SQYD | 780.80 | 780.800 | 780.800 | 780.800 | 4.00 | 3,123.20 | |||
| 0085 | TEMP DITCH | 02159 | LF | 20,747.90 | 20,747.900 | 10,560.000 | 10,560.000 | 0.25 | 2,640.00 | |||
| 0090 | CLEAN TEMP DITCH | 02160 | LF | 20,747.90 | 20,747.900 | 6,500.000 | 6,500.000 | 0.16 | 1,040.00 | |||
| 0095 | ROADWAY EXCAVATION | 02200 | CUYD | 1,063,785.00 | 1,063,785.000 | 1,063,785.000 | 1,063,785.000 | 4.25 | 4,521,086.25 | |||
| 0100 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,297.50 | 2,297.500 | 4,134.650 | 4,134.650 | 36.00 | 148,847.40 | |||
| 0105 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 1,030.00 | 1,030.000 | 1,030.000 | 1,030.000 | 2.00 | 2,060.00 | |||
| 0110 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 33,172.10 | 33,172.100 | 7,324.000 | 7,324.000 | 5.75 | 42,113.00 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,250.00 | 2,250.000 | 2,682.500 | 2,682.500 | 16.00 | 42,920.00 | |||
| 0120 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 5,000.00 | 5,000.000 | 2,587.500 | 2,587.500 | 28.00 | 72,450.00 | |||
| 0125 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0130 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 50.00 | 350.00 | |||
| 0135 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 2,450.00 | 12,250.00 | |||
| 0140 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0145 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,200.00 | 6,600.00 | |||
| 0150 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 650.00 | 3,900.00 | |||
| 0155 | REMOVE GUARDRAIL | 02381 | LF | 1,387.00 | 1,387.000 | 2,450.000 | 2,450.000 | 2.00 | 4,900.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0165 | SEPTIC TANK TREATMENT | 02404 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 94.00 | 94.000 | 21.000 | 21.000 | 65.00 | 1,365.00 | |||
| 0175 | WITNESS POST | 02432 | EACH | 52.00 | 52.000 | 11.000 | 11.000 | 65.00 | 715.00 | |||
| 0180 | CLEAN SINKHOLE | 02469 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,800.00 | 5,400.00 | |||
| 0185 | CHANNEL LINING CLASS II | 02483 | TON | 3,984.80 | 3,984.800 | 49.530 | 3,542.420 | 3,591.950 | 26.00 | 1,287.78 | 93,390.70 | |
| 0190 | CHANNEL LINING CLASS III | 02484 | TON | 2,227.30 | 2,227.300 | 2,776.100 | 2,776.100 | 29.00 | 80,506.90 | |||
| 0195 | CLEARING AND GRUBBING (1-180.10 - APPROXIMATELY 162.90 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0200 | TEMPORARY SIGNS | 02562 | SQFT | 588.50 | 588.500 | 0.000 | 0.000 | 15.08 | 0.00 | |||
| 0205 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0210 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 7,718.70 | 7,718.700 | 158.330 | 8,217.800 | 8,376.130 | 2.00 | 316.66 | 16,752.26 | |
| 0215 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 6,440.40 | 6,440.400 | 4,856.700 | 4,856.700 | 2.00 | 9,713.40 | |||
| 0220 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 86.00 | 86.000 | 1,111.030 | 1,111.030 | 2.00 | 2,222.06 | |||
| 0225 | MAINTAIN & CONTROL TRAFFIC (1-180.10) | 02650 | LS | 1.00 | 1.000 | 0.450 | 0.450 | 143,536.49 | 64,591.42 | |||
| 0230 | DIVERSIONS (BY-PASS DETOURS) (1-180.10 - NO. 1 STA. 5045+00 - 5050+50 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0235 | DIVERSIONS (BY-PASS DETOURS) (1-180.10 - NO. 2 STA. 5094+00 - 5100+00 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0240 | SAFELOADING | 02690 | CUYD | 20.00 | 20.000 | 27.500 | 27.500 | 160.00 | 4,400.00 | |||
| 0245 | TEMP SILT FENCE | 02701 | LF | 40,691.70 | 40,691.700 | 8,049.000 | 8,049.000 | 1.75 | 14,085.75 | |||
| 0250 | SILT TRAP TYPE A | 02703 | EACH | 229.00 | 229.000 | 234.000 | 234.000 | 250.00 | 58,500.00 | |||
| 0255 | SILT TRAP TYPE B | 02704 | EACH | 229.00 | 229.000 | 31.000 | 31.000 | 250.00 | 7,750.00 | |||
| 0260 | SILT TRAP TYPE C | 02705 | EACH | 229.00 | 229.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0265 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 687.00 | 687.000 | 404.000 | 404.000 | 50.00 | 20,200.00 | |||
| 0270 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 687.00 | 687.000 | 68.000 | 68.000 | 50.00 | 3,400.00 | |||
| 0275 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 687.00 | 687.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0280 | STAKING (1-180.10) | 02726 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 251,170.85 | 150,702.51 | |||
| 0285 | REMOVE STRUCTURE (1-180.10 - NO.1 PCIB 3 SPAN) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0290 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0295 | EROSION CONTROL BLANKET | 05950 | SQYD | 40,154.60 | 40,154.600 | 50,154.600 | 50,154.600 | 1.15 | 57,677.79 | |||
| 0300 | TEMP MULCH | 05952 | SQYD | 792,450.00 | 792,450.000 | 126,787.500 | 280,212.500 | 407,000.000 | 0.08 | 10,143.00 | 32,560.00 | |
| 0305 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 792,450.00 | 792,450.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0310 | INITIAL FERTILIZER | 05963 | TON | 13.80 | 13.800 | 9.000 | 9.000 | 650.00 | 5,850.00 | |||
| 0315 | 20-10-10 FERTILIZER | 05964 | TON | 22.50 | 22.500 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0320 | SEEDING AND PROTECTION | 05985 | SQYD | 355,948.00 | 355,948.000 | 74,950.000 | 74,950.000 | 0.35 | 26,232.50 | |||
| 0325 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 91,398.00 | 91,398.000 | 57,400.000 | 57,400.000 | 0.28 | 16,072.00 | |||
| 0330 | AGRICULTURAL LIMESTONE | 05992 | TON | 272.80 | 272.800 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0335 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 64.00 | 64.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0340 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,946.00 | 30,946.000 | 86,010.000 | 86,010.000 | 0.18 | 15,481.80 | |||
| 0345 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 94,614.30 | 94,614.300 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0350 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 325.00 | 325.000 | 790.000 | 790.000 | 0.34 | 268.60 | |||
| 0355 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 3,171.50 | 3,171.500 | 3,171.500 | 3,171.500 | 0.75 | 2,378.62 | |||
| 0360 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 85.00 | 85.000 | 142.000 | 142.000 | 5.95 | 844.90 | |||
| 0365 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 351.30 | 351.300 | 0.000 | 0.000 | 10.95 | 0.00 | |||
| 0370 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 2,613.00 | 2,613.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0375 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 41.00 | 41.000 | 12.000 | 12.000 | 110.00 | 1,320.00 | |||
| 0380 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 731.00 | 731.000 | 0.000 | 0.000 | 4.10 | 0.00 | |||
| 0385 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 135.00 | 135.000 | 0.000 | 0.000 | 21.95 | 0.00 | |||
| 0390 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 462.00 | 462.000 | 0.000 | 0.000 | 21.95 | 0.00 | |||
| 0395 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0400 | PAVE MARKING-PAINT WORDS | 06601NC | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0405 | PAVE MARKING-PAINT SYMBOL | 06602NC | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0410 | FUEL ADJUSTMENT | 10020NS | DOLL | 382,607.00 | 382,607.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0415 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 364,345.00 | 364,345.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0420 | W REMOVE TRANSITE (AC) PIPE (ADDED: 11-17-15) | 14076 | LF | 3,838.00 | 3,838.000 | 1,005.000 | 1,005.000 | 20.00 | 20,100.00 | |||
| 0425 | INLAID PAVEMENT MARKER | 24489EC | EACH | 40.00 | 40.000 | 37.000 | 37.000 | 41.00 | 1,517.00 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0003 DRAINAGE | |||||||
| 0430 | ENTRANCE PIPE-15 IN | 00440 | LF | 511.60 | 511.600 | 44.900 | 432.800 | 477.700 | 46.00 | 2,065.40 | 21,974.20 | |
| 0435 | ENTRANCE PIPE-18 IN | 00441 | LF | 325.00 | 325.000 | 390.600 | 390.600 | 41.00 | 16,014.60 | |||
| 0440 | ENTRANCE PIPE-24 IN | 00443 | LF | 160.40 | 160.400 | 220.000 | 220.000 | 44.00 | 9,680.00 | |||
| 0445 | CULVERT PIPE-18 IN | 00462 | LF | 3,482.10 | 3,482.100 | 3,212.200 | 3,212.200 | 47.00 | 150,973.40 | |||
| 0450 | CULVERT PIPE-24 IN | 00464 | LF | 506.80 | 506.800 | 576.800 | 576.800 | 56.00 | 32,300.80 | |||
| 0455 | CULVERT PIPE-30 IN | 00466 | LF | 465.40 | 465.400 | 466.400 | 466.400 | 75.00 | 34,980.00 | |||
| 0460 | CULVERT PIPE-36 IN | 00468 | LF | 949.70 | 949.700 | 914.000 | 914.000 | 95.00 | 86,830.00 | |||
| 0465 | CULVERT PIPE-42 IN | 00469 | LF | 347.40 | 347.400 | 160.000 | 160.000 | 120.00 | 19,200.00 | |||
| 0470 | CULVERT PIPE-48 IN | 00470 | LF | 726.00 | 726.000 | 726.000 | 726.000 | 122.00 | 88,572.00 | |||
| 0475 | CULVERT PIPE-54 IN | 00471 | LF | 516.40 | 516.400 | 437.000 | 437.000 | 130.00 | 56,810.00 | |||
| 0480 | STORM SEWER PIPE-15 IN | 00521 | LF | 194.00 | 194.000 | 194.000 | 194.000 | 33.00 | 6,402.00 | |||
| 0485 | STORM SEWER PIPE-18 IN | 00522 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 0490 | STORM SEWER PIPE-24 IN | 00524 | LF | 272.00 | 272.000 | 234.100 | 234.100 | 48.00 | 11,236.80 | |||
| 0495 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,250.00 | 3,750.00 | |||
| 0500 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,375.00 | 0.00 | |||
| 0505 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0510 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 0515 | PLUG PIPE | 01314 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0520 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 13.00 | 13.000 | 2.000 | 15.000 | 17.000 | 2,200.00 | 4,400.00 | 37,400.00 | |
| 0525 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 3,100.00 | 21,700.00 | |||
| 0530 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 4,300.00 | 30,100.00 | |||
| 0535 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,300.00 | 0.00 | |||
| 0540 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 6,300.00 | 18,900.00 | |||
| 0545 | DROP BOX INLET TYPE 3 | 01496 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,600.00 | 26,400.00 | |||
| 0550 | DROP BOX INLET TYPE 5B | 01505 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 7,000.00 | 56,000.00 | |||
| 0555 | DROP BOX INLET TYPE 5F | 01517 | EACH | 16.00 | 16.000 | 13.000 | 13.000 | 7,000.00 | 91,000.00 | |||
| 0560 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0565 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 27,369.80 | 27,369.800 | 19,343.470 | 19,343.470 | 2.00 | 38,686.94 | |||
| 0570 | CONCRETE-CLASS A | 08100 | CUYD | 178.60 | 178.600 | 19.180 | 19.180 | 700.00 | 13,426.00 | |||
| 0575 | STEEL REINFORCEMENT | 08150 | LB | 789.00 | 789.000 | 653.000 | 653.000 | 1.25 | 816.25 | |||
| 0580 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,400.00 | 20,400.00 | |||
| 0585 | PIPELINE INSPECTION | 24814EC | LF | 3,826.40 | 3,826.400 | 3,826.400 | 3,826.400 | 4.00 | 15,305.60 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0004 BRIDGE - HOPSON CREEK - DWG. 24791 | |||||||
| 0590 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 810.90 | 810.900 | 326.970 | 326.970 | 48.00 | 15,694.56 | |||
| 0595 | MASONRY COATING | 02998 | SQYD | 741.40 | 741.400 | 741.400 | 741.400 | 9.35 | 6,932.09 | |||
| 0600 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 259.80 | 259.800 | 259.800 | 259.800 | 55.00 | 14,289.00 | |||
| 0605 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,825.00 | 2,825.000 | 3,311.110 | 3,311.110 | 29.00 | 96,022.19 | |||
| 0610 | TEST PILES | 08033 | LF | 273.00 | 273.000 | 264.503 | 264.503 | 41.00 | 10,844.62 | |||
| 0615 | PILES-STEEL HP12X53 | 08046 | LF | 2,597.00 | 2,597.000 | 2,640.750 | 2,640.750 | 41.00 | 108,270.75 | |||
| 0620 | PILE POINTS-12 IN | 08094 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 119.00 | 5,236.00 | |||
| 0625 | CONCRETE-CLASS A | 08100 | CUYD | 137.70 | 137.700 | 137.700 | 137.700 | 628.00 | 86,475.60 | |||
| 0630 | CONCRETE-CLASS AA | 08104 | CUYD | 609.20 | 609.200 | 609.200 | 609.200 | 748.00 | 455,681.60 | |||
| 0635 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 122,181.00 | 122,181.000 | 122,181.000 | 122,181.000 | 0.99 | 120,959.19 | |||
| 0640 | RAIL SYSTEM TYPE III | 21532ED | LF | 537.60 | 537.600 | 537.600 | 537.600 | 105.00 | 56,448.00 | |||
| 0645 | DECK DRAIN (CAST IRON) | 23813EC | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 1,760.00 | 28,160.00 | |||
| 0650 | DECK DRAIN (GALVANIZED STEEL) | 23813EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,020.00 | 4,080.00 | |||
| 0655 | BICYCLE RAIL | 23849EC | LF | 268.80 | 268.800 | 268.800 | 268.800 | 210.00 | 56,448.00 | |||
| 0660 | PPC I-BEAM HN60-49 | 24539EC | LF | 1,584.00 | 1,584.000 | 1,584.000 | 1,584.000 | 384.00 | 608,256.00 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0005 BRIDGE - CULVERT #1 - STA. 5009+11.17 -DWG. 24792 | |||||||
| 0665 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 14.20 | 14.200 | 14.200 | 14.200 | 350.00 | 4,970.00 | |||
| 0670 | FOUNDATION PREPARATION (1-180.10 - DWG. 24792) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 0675 | CONCRETE-CLASS A | 08100 | CUYD | 273.80 | 273.800 | 273.800 | 273.800 | 550.00 | 150,590.00 | |||
| 0680 | STEEL REINFORCEMENT | 08150 | LB | 44,220.00 | 44,220.000 | 44,218.750 | 44,218.750 | 0.98 | 43,334.37 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0006 BRIDGE - CULVERT #2 - STA. 5043+01.00 - DWG. 24793 | |||||||
| 0685 | FOUNDATION PREPARATION (1-180.10 - DWG. 24793) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 16,000.00 | 8,000.00 | |||
| 0690 | CONCRETE-CLASS A | 08100 | CUYD | 197.20 | 197.200 | 197.000 | 197.000 | 500.00 | 98,500.00 | |||
| 0695 | STEEL REINFORCEMENT | 08150 | LB | 23,056.00 | 23,056.000 | 23,056.000 | 23,056.000 | 0.98 | 22,594.88 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0007 BRIDGE - CULVERT #3 - STA. 5088+14.00 - DWG. 24794 | |||||||
| 0700 | FOUNDATION PREPARATION (1-180.10 - DWG. 24794) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0705 | CONCRETE-CLASS A | 08100 | CUYD | 484.90 | 484.900 | 485.350 | 485.350 | 470.00 | 228,114.50 | |||
| 0710 | STEEL REINFORCEMENT | 08150 | LB | 85,482.00 | 85,482.000 | 85,482.000 | 85,482.000 | 0.98 | 83,772.36 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0008 SIGNING | |||||||
| 0715 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,428.00 | 1,428.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0720 | STEEL POST TYPE 1 | 06410 | LF | 3,375.00 | 3,375.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0725 | BOLLARDS | 21341ND | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0730 | BARCODE SIGN INVENTORY | 24631EC | EACH | 253.00 | 253.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0009 WATERLINE | |||||||
| 0735 | SAFELOADING | 02690 | CUYD | 204.50 | 204.500 | 23.500 | 23.500 | 228.38 | 5,366.93 | |||
| 0740 | W AIR RELEASE VALVE SPECIAL | 14002 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 4,125.98 | 8,251.96 | |||
| 0745 | W CAP EXISTING MAIN | 14003 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,172.10 | 4,344.20 | |||
| 0750 | W DIRECTIONAL BORE | 14004 | LF | 494.00 | 494.000 | 494.000 | 494.000 | 174.58 | 86,242.52 | |||
| 0755 | W ENCASEMENT CONCRETE | 14005 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 108.61 | 0.00 | |||
| 0760 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 398.00 | 398.000 | 398.000 | 398.000 | 358.30 | 142,603.40 | |||
| 0765 | W ENCASEMENT STEEL BORED RANGE 6 | 14011 | LF | 328.00 | 328.000 | 328.000 | 328.000 | 424.27 | 139,160.56 | |||
| 0770 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,343.19 | 17,372.76 | |||
| 0775 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,257.14 | 6,514.28 | |||
| 0780 | W METER VAULT | 14031 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 48,851.95 | 48,851.95 | |||
| 0785 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 2,662.00 | 2,662.000 | 2,409.000 | 2,409.000 | 44.05 | 106,116.45 | |||
| 0790 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 3,150.00 | 3,150.000 | 3,150.000 | 3,150.000 | 63.03 | 198,544.50 | |||
| 0795 | W PIPE DCTL IRON RSTRND JOINT 04 IN | 14046 | LF | 77.00 | 77.000 | 77.000 | 77.000 | 54.30 | 4,181.10 | |||
| 0800 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 198.00 | 198.000 | 198.000 | 198.000 | 63.03 | 12,479.94 | |||
| 0805 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 2,058.00 | 2,058.000 | 2,363.000 | 2,363.000 | 78.26 | 184,928.38 | |||
| 0810 | W PIPE DCTL IRON RSTRND JOINT 16 IN | 14051 | LF | 490.00 | 490.000 | 469.000 | 469.000 | 113.98 | 53,456.62 | |||
| 0815 | W PIPE PVC 04 INCH | 14058 | LF | 199.00 | 199.000 | 199.000 | 199.000 | 31.26 | 6,220.74 | |||
| 0820 | W PIPE PVC 06 INCH | 14059 | LF | 212.00 | 212.000 | 212.000 | 212.000 | 33.70 | 7,144.40 | |||
| 0825 | W PIPE PVC SPECIAL | 14066 | LF | 438.00 | 438.000 | 438.000 | 438.000 | 41.31 | 18,093.78 | |||
| 0830 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,039.93 | 3,039.93 | |||
| 0835 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 21.00 | 21.000 | 3.000 | 3.000 | 1,629.08 | 4,887.24 | |||
| 0840 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,343.18 | 0.00 | |||
| 0845 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 11,941.47 | 35,824.41 | |||
| 0850 | W VALVE 12 INCH | 14108 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,474.34 | 6,948.68 | |||
| 0855 | W VAULT SPECIAL | 14125 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 81,417.21 | 81,417.21 | |||
| 0860 | W METER WITH PRV 3/4 INCH | 14130 | EACH | 17.00 | 17.000 | 14.000 | 14.000 | 1,954.89 | 27,368.46 | |||
| 0865 | W PRESSURE REDUCING VALVE 03 INCH | 14133 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 41,251.63 | 41,251.63 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0870 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 588,043.40 | 588,043.40 | |||
| 0875 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 450,221.29 | 0.00 | |||
| Project | DE11100681570 | Fed/State Project Number | NHPP 0801 (104) | Category | 0011 TRAINEES | |||||||
| 0880 | 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 | |||
| 0885 | 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 | $18,212.84 |
$32,013,980.26 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0660-1-0I |
I BEAM TYP 5 | LF |
1,584.00 | 0009 | $384.000000 | $334,968.48 | ||||||
0630-1-0I |
STAY IN PL FORMS | LS |
1.00 | 0022 | $16456.500000 | $16,456.50 | ||||||
0660-1-0A |
I BEAM TYP 5 | LF |
1,584.00 | 0051 | $384.000000 | $-334,968.48 | ||||||
0630-1-0A |
STAY IN PL FORMS | LS |
1.00 | 0055 | $16456.500000 | $-16,456.50 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | 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 | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 40,705.20 | 40,705.200 | 969.500 | 30,288.620 | 31,258.120 | 23.17 | 22,463.31 | 724,250.64 | |
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 71,662.70 | 71,662.700 | 81,311.000 | 81,311.000 | 1.79 | 145,546.69 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 215.50 | 215.500 | 0.000 | 0.000 | 36.09 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 25.90 | 25.900 | 0.000 | 0.000 | 960.34 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 (REVISED: 11-9-15) | 00190 | TON | 857.00 | 857.000 | 364.590 | 364.590 | 76.70 | 27,964.05 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,801.10 | 1,801.100 | 3,371.200 | 1,557.770 | 4,928.970 | 72.30 | 243,737.76 | 356,364.53 | |
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 27,633.40 | 27,633.400 | 5,642.100 | 21,364.800 | 27,006.900 | 64.30 | 362,787.03 | 1,736,543.67 | |
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,796.30 | 1,796.300 | 0.000 | 0.000 | 84.74 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 5,713.50 | 5,713.500 | 0.000 | 0.000 | 86.90 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38D PG64-22 (ADDED: 11-9-15) | 00339 | TON | 5,715.00 | 5,715.000 | 0.000 | 0.000 | 82.95 | 0.00 | |||
| 0055 | ASPHALT CURING SEAL | 00358 | TON | 71.70 | 71.700 | 67.000 | 67.000 | 987.77 | 66,180.59 | |||
| 0060 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 124.00 | 124.000 | 308.760 | 308.760 | 89.00 | 27,479.64 | |||
| 0065 | CEMENT | 02542 | TON | 1,863.20 | 1,863.200 | 1,763.810 | 1,763.810 | 141.53 | 249,632.02 | |||
| 0070 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 21,732.00 | 21,732.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0075 | SAND FOR BLOTTER | 02702 | TON | 179.20 | 179.200 | 0.000 | 0.000 | 69.12 | 0.00 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0002 ROADWAY | |||||||
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,523.00 | 3,523.000 | 7,702.810 | 7,702.810 | 25.00 | 192,570.25 | |||
| 0085 | REMOVE PIPE | 01310 | LF | 22.00 | 22.000 | 22.000 | 22.000 | 2.00 | 44.00 | |||
| 0090 | REMOVE INLET | 01718 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0095 | BARRICADE-TYPE III | 02014 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 186.27 | 0.00 | |||
| 0100 | REMOVE PAVEMENT | 02091 | SQYD | 1,238.40 | 1,238.400 | 1,043.500 | 1,043.500 | 4.00 | 4,174.00 | |||
| 0105 | TEMP DITCH | 02159 | LF | 9,563.70 | 9,563.700 | 8,200.000 | 8,200.000 | 0.25 | 2,050.00 | |||
| 0110 | ROADWAY EXCAVATION | 02200 | CUYD | 408,355.00 | 408,355.000 | 580,133.800 | 580,133.800 | 4.25 | 2,465,568.65 | |||
| 0115 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 2.00 | 2,000.00 | |||
| 0120 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 9,334.00 | 9,334.000 | 0.000 | 0.000 | 5.75 | 0.00 | |||
| 0125 | FENCE-4 FT CHAIN LINK | 02273 | LF | 4,987.60 | 4,987.600 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0130 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 525.00 | 525.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0135 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0140 | REMOVE GUARDRAIL | 02381 | LF | 2,125.00 | 2,125.000 | 2,250.000 | 2,250.000 | 2.00 | 4,500.00 | |||
| 0145 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 6.40 | 6.400 | 6.400 | 6.400 | 425.00 | 2,720.00 | |||
| 0150 | SEPTIC TANK TREATMENT | 02404 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0155 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 67.00 | 67.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0160 | WITNESS POST | 02432 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0165 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0170 | CHANNEL LINING CLASS II | 02483 | TON | 1,273.90 | 1,273.900 | 1,603.930 | 1,603.930 | 26.00 | 41,702.18 | |||
| 0175 | CHANNEL LINING CLASS III | 02484 | TON | 598.30 | 598.300 | 949.720 | 949.720 | 29.00 | 27,541.88 | |||
| 0180 | CLEARING AND GRUBBING (180.51 - APPROXIMATELY 65 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0185 | TEMPORARY SIGNS | 02562 | SQFT | 788.00 | 788.000 | 0.000 | 0.000 | 15.08 | 0.00 | |||
| 0190 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 3,264.50 | 3,264.500 | 4,186.570 | 4,186.570 | 2.00 | 8,373.14 | |||
| 0195 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 7,800.00 | 7,800.000 | 7,800.000 | 7,800.000 | 2.00 | 15,600.00 | |||
| 0200 | MAINTAIN & CONTROL TRAFFIC (1-180.51) | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 93,264.62 | 23,316.15 | |||
| 0205 | SAFELOADING | 02690 | CUYD | 13.30 | 13.300 | 13.000 | 13.000 | 160.00 | 2,080.00 | |||
| 0210 | TEMP SILT FENCE | 02701 | LF | 19,127.50 | 19,127.500 | 9,155.000 | 9,155.000 | 1.75 | 16,021.25 | |||
| 0215 | SILT TRAP TYPE A | 02703 | EACH | 129.00 | 129.000 | 131.000 | 131.000 | 250.00 | 32,750.00 | |||
| 0220 | SILT TRAP TYPE B | 02704 | EACH | 129.00 | 129.000 | 36.000 | 36.000 | 250.00 | 9,000.00 | |||
| 0225 | SILT TRAP TYPE C | 02705 | EACH | 129.00 | 129.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 387.00 | 387.000 | 409.000 | 409.000 | 50.00 | 20,450.00 | |||
| 0235 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 387.00 | 387.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0240 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 387.00 | 387.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0245 | STAKING (1-180.51) | 02726 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 268,640.31 | 214,912.24 | |||
| 0250 | EROSION CONTROL BLANKET | 05950 | SQYD | 15,105.50 | 15,105.500 | 23,405.500 | 23,405.500 | 1.15 | 26,916.32 | |||
| 0255 | TEMP MULCH | 05952 | SQYD | 431,865.50 | 431,865.500 | 138,850.000 | 138,850.000 | 0.08 | 11,108.00 | |||
| 0260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 431,865.50 | 431,865.500 | 215,266.330 | 215,266.330 | 0.12 | 25,831.95 | |||
| 0265 | INITIAL FERTILIZER | 05963 | TON | 8.50 | 8.500 | 10.650 | 10.650 | 650.00 | 6,922.50 | |||
| 0270 | 20-10-10 FERTILIZER | 05964 | TON | 14.20 | 14.200 | 1.500 | 1.500 | 650.00 | 975.00 | |||
| 0275 | SEEDING AND PROTECTION | 05985 | SQYD | 245,004.00 | 245,004.000 | 217,960.000 | 217,960.000 | 0.35 | 76,286.00 | |||
| 0280 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 29,372.00 | 29,372.000 | 4,500.000 | 4,500.000 | 0.28 | 1,260.00 | |||
| 0285 | AGRICULTURAL LIMESTONE | 05992 | TON | 170.00 | 170.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0290 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 24,307.00 | 24,307.000 | 6,747.000 | 106,323.000 | 113,070.000 | 0.18 | 1,214.46 | 20,352.60 | |
| 0295 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 66,740.20 | 66,740.200 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0300 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 5.95 | 0.00 | |||
| 0305 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 163.10 | 163.100 | 0.000 | 0.000 | 10.95 | 0.00 | |||
| 0310 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 24,846.00 | 24,846.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0315 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0320 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 21.95 | 0.00 | |||
| 0325 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 193.00 | 193.000 | 0.000 | 0.000 | 21.95 | 0.00 | |||
| 0330 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 21.95 | 0.00 | |||
| 0335 | PAVE MARKING-PAINT WORDS | 06601NC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0340 | PAVE MARKING-PAINT SYMBOL | 06602NC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0345 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 511.20 | 511.200 | 1,776.650 | 1,776.650 | 33.00 | 58,629.45 | |||
| 0350 | FUEL ADJUSTMENT | 10020NS | DOLL | 159,944.00 | 159,944.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0355 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 170,131.00 | 170,131.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | W REMOVE TRANSITE (AC) PIPE (ADDED: 11-17-15) | 14076 | LF | 4,870.00 | 4,870.000 | 4,870.000 | 4,870.000 | 20.00 | 97,400.00 | |||
| 0365 | ENVIRONMENTAL REIMBURSEMENT | 24830EC | DOLL | 3,736,000.00 | 3,736,000.000 | 2,860,417.310 | 2,860,417.310 | 1.00 | 2,860,417.31 | |||
| 8001 | CURE IN PLACE PIPE LINER | 24599EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 8005 | ROADWAY EXCAVATION-SPECIAL | 22978EN | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 12.85 | 0.00 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0003 DRAINAGE | |||||||
| 0370 | ENTRANCE PIPE-15 IN | 00440 | LF | 707.10 | 707.100 | 560.000 | 560.000 | 46.00 | 25,760.00 | |||
| 0375 | ENTRANCE PIPE-18 IN | 00441 | LF | 63.40 | 63.400 | 138.400 | 138.400 | 41.00 | 5,674.40 | |||
| 0380 | CULVERT PIPE-15 IN | 00461 | LF | 160.40 | 160.400 | 160.100 | 160.100 | 56.00 | 8,965.60 | |||
| 0385 | CULVERT PIPE-18 IN | 00462 | LF | 833.70 | 833.700 | 847.900 | 847.900 | 47.00 | 39,851.30 | |||
| 0390 | CULVERT PIPE-30 IN | 00466 | LF | 704.30 | 704.300 | 405.000 | 405.000 | 75.00 | 30,375.00 | |||
| 0395 | CULVERT PIPE-36 IN | 00468 | LF | 587.50 | 587.500 | 469.400 | 469.400 | 95.00 | 44,593.00 | |||
| 0400 | CULVERT PIPE-42 IN | 00469 | LF | 49.10 | 49.100 | 49.100 | 49.100 | 120.00 | 5,892.00 | |||
| 0405 | CULVERT PIPE-48 IN | 00470 | LF | 306.00 | 306.000 | 307.000 | 307.000 | 122.00 | 37,454.00 | |||
| 0410 | CULVERT PIPE-54 IN | 00471 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0415 | PERFORATED PIPE-4 IN | 01000 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0420 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 195.00 | 195.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0425 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 0430 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0435 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,550.00 | 4,650.00 | |||
| 0440 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0445 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,250.00 | 4,500.00 | |||
| 0450 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,000.00 | 18,000.00 | |||
| 0455 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 6.00 | 6.000 | 13.000 | 13.000 | 2,200.00 | 28,600.00 | |||
| 0460 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,300.00 | 17,200.00 | |||
| 0465 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 6,300.00 | 25,200.00 | |||
| 0470 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,300.00 | 6,300.00 | |||
| 0475 | DROP BOX INLET TYPE 5B | 01505 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7,000.00 | 42,000.00 | |||
| 0480 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0485 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 9,607.80 | 9,607.800 | 9,626.350 | 9,626.350 | 2.00 | 19,252.70 | |||
| 0490 | CONCRETE-CLASS A | 08100 | CUYD | 60.84 | 60.840 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0495 | STEEL REINFORCEMENT | 08150 | LB | 72.00 | 72.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0500 | PIPELINE INSPECTION | 24814EC | LF | 1,360.60 | 1,360.600 | 1,360.600 | 1,360.600 | 4.00 | 5,442.40 | |||
| 8002 | CURE IN PLACE PIPE LINER | 24599EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 291.50 | 0.00 | |||
| 8003 | CURE IN PLACE PIPE LINER | 24599EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 423.50 | 0.00 | |||
| 8004 | CURE IN PLACE PIPE LINER | 24599EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 242.00 | 0.00 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0004 BRIDGE - CULVERT- 5.0 X 4.0 - DWG. # 24789 | |||||||
| 0505 | FOUNDATION PREPARATION (1-180.51 - DWG. 24789) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0510 | CONCRETE-CLASS A | 08100 | CUYD | 122.60 | 122.600 | 122.000 | 122.000 | 650.00 | 79,300.00 | |||
| 0515 | STEEL REINFORCEMENT | 08150 | LB | 12,386.00 | 12,386.000 | 12,186.000 | 12,186.000 | 0.98 | 11,942.28 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0005 BRIDGE - BIKE PATH - DWG. # 24790 | |||||||
| 0520 | FOUNDATION PREPARATION (1-180.51 - DWG. 24790) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0525 | CONCRETE-CLASS A | 08100 | CUYD | 48.50 | 48.500 | 48.500 | 48.500 | 650.00 | 31,525.00 | |||
| 0530 | STEEL REINFORCEMENT | 08150 | LB | 3,716.00 | 3,716.000 | 3,715.100 | 3,715.100 | 0.98 | 3,640.79 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0006 UTILITY - LBSRP | |||||||
| 0535 | REMOVE POLE | 04939 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 8,551.00 | 0.00 | |||
| 0540 | INSTALL POLE | 23509EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 8,551.00 | 0.00 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0007 SEWER - LBSRP | |||||||
| 0545 | S ENCASEMENT CONCRETE | 15012 | LF | 100.00 | 100.000 | 40.000 | 40.000 | 65.16 | 2,606.40 | |||
| 0550 | S FORCE MAIN PVC 04 INCH | 15059 | LF | 416.00 | 416.000 | 520.000 | 520.000 | 52.17 | 27,128.40 | |||
| 0555 | S FORCE MAIN TIE-IN 04 INCH | 15073 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,388.30 | 4,776.60 | |||
| 0560 | S MANHOLE | 15092 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,257.14 | 9,771.42 | |||
| 0565 | S MANHOLE CASTING STANDARD | 15095 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 434.42 | 868.84 | |||
| 0570 | S MANHOLE CASTING WATERTIGHT | 15096 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 575.51 | 1,151.02 | |||
| 0575 | S MANHOLE WITH DROP | 15101 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,428.22 | 5,428.22 | |||
| 0580 | S STRUCTURE ABANDON | 15121 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,172.10 | 6,516.30 | |||
| 0585 | S PIPE PVC 08 INCH INST | 15587 | LF | 533.00 | 533.000 | 533.000 | 533.000 | 106.58 | 56,807.14 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0008 SIGNING | |||||||
| 0590 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 846.00 | 846.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0595 | STEEL POST TYPE 1 | 06410 | LF | 1,860.00 | 1,860.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0600 | BOLLARDS | 21341ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0605 | BARCODE SIGN INVENTORY | 24631EC | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0009 WATERLINE - US 68 / KY 80 | |||||||
| 0610 | SAFELOADING | 02690 | CUYD | 49.30 | 49.300 | 40.000 | 40.000 | 228.38 | 9,135.20 | |||
| 0615 | W AIR RELEASE VALVE SPECIAL | 14002 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 4,125.98 | 28,881.86 | |||
| 0620 | W CAP EXISTING MAIN | 14003 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 2,172.10 | 6,516.30 | |||
| 0625 | W DIRECTIONAL BORE | 14004 | LF | 337.00 | 337.000 | 412.000 | 412.000 | 174.58 | 71,926.96 | |||
| 0630 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 35.00 | 35.000 | 162.000 | 162.000 | 184.73 | 29,926.26 | |||
| 0635 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 474.00 | 474.000 | 475.000 | 475.000 | 272.02 | 129,209.50 | |||
| 0640 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 4,343.19 | 13,029.57 | |||
| 0645 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,257.14 | 3,257.14 | |||
| 0650 | W METER RELOCATE | 14030 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 1,629.08 | 16,290.80 | |||
| 0655 | W PIPE DCTL IRON RSTRND JOINT 04 IN | 14046 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 54.30 | 0.00 | |||
| 0660 | W PIPE DCTL IRON RSTRND JOINT 08 IN | 14048 | LF | 474.00 | 474.000 | 446.000 | 446.000 | 70.64 | 31,505.44 | |||
| 0665 | W PIPE PVC 04 INCH | 14058 | LF | 130.00 | 130.000 | 130.000 | 130.000 | 31.26 | 4,063.80 | |||
| 0670 | W PIPE PVC 08 INCH | 14060 | LF | 7,353.00 | 7,353.000 | 6,552.000 | 6,552.000 | 36.95 | 242,096.40 | |||
| 0675 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,039.93 | 9,119.79 | |||
| 0680 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 10.00 | 10.000 | 13.000 | 13.000 | 1,629.08 | 21,178.04 | |||
| 0685 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,343.18 | 17,372.72 | |||
| 0690 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 11,941.47 | 23,882.94 | |||
| 0695 | W TIE-IN 08 INCH | 14095 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 3,257.14 | 19,542.84 | |||
| 0700 | W VALVE 08 INCH | 14106 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 1,954.89 | 17,594.01 | |||
| 0705 | W VALVE SPECIAL | 14124 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,027.52 | 26,055.04 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0010 WATERLINE - LBSRP | |||||||
| 0710 | SAFELOADING | 02690 | CUYD | 10.00 | 10.000 | 18.000 | 18.000 | 228.38 | 4,110.84 | |||
| 0715 | W CAP EXISTING MAIN | 14003 | EACH | 3.00 | 3.000 | 7.000 | 7.000 | 2,172.10 | 15,204.70 | |||
| 0720 | W ENCASEMENT CONCRETE | 14005 | LF | 50.00 | 50.000 | 40.000 | 40.000 | 108.61 | 4,344.40 | |||
| 0725 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,343.19 | 4,343.19 | |||
| 0730 | W PIPE PVC 02 INCH | 14056 | LF | 274.00 | 274.000 | 272.000 | 272.000 | 32.58 | 8,861.76 | |||
| 0735 | W PIPE PVC 04 INCH | 14058 | LF | 740.00 | 740.000 | 740.000 | 740.000 | 31.26 | 23,132.40 | |||
| 0740 | W PIPE PVC 06 INCH | 14059 | LF | 2,116.00 | 2,116.000 | 2,116.000 | 2,116.000 | 33.70 | 71,309.20 | |||
| 0745 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,629.08 | 0.00 | |||
| 0750 | W TIE-IN 02 INCH INST | 14575 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,172.10 | 2,172.10 | |||
| 0755 | W TIE-IN 04 INCH INST | 14577 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,257.14 | 6,514.28 | |||
| 0760 | W TIE-IN 06 INCH INST | 14578 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,343.19 | 4,343.19 | |||
| Project | DE11100681571 | Fed/State Project Number | NHPP 0801 (103) | Category | 0011 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0765 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 588,043.40 | 588,043.40 | |||
| 0770 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 450,221.29 | 0.00 | |||
| SUBTOT | $630,202.56 |
$43,868,551.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0635-1-0I |
UTILITY INCIDENTAL | DOLL |
44,413.09 | 0008 | $1.000000 | $44,413.09 | ||||||
0635-2-0I |
UTILITY INCIDENTAL | L S |
1.00 | 0021 | $420670.340000 | $420,670.34 | ||||||
0635-3-0I |
UTILITY INCIDENTAL | LF |
300,000.00 | 0030 | $1.000000 | $300,000.00 | ||||||
0540-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0077 | $4079.330000 | $20,396.65 | ||||||
0540-2-0I |
UTILITY INCIDENTAL | LS |
1.00 | 0078 | $16317.320000 | $16,317.32 | ||||||
0635-2-0A |
UTILITY INCIDENTAL | L S |
1.00 | 0029 | $420670.340000 | $-420,670.34 | ||||||
0635-1-0A |
UTILITY INCIDENTAL | DOLL |
288.00 | 0029 | $1.000000 | $-288.00 | ||||||
0635-3-0A |
UTILITY INCIDENTAL | LF |
187.00 | 0031 | $1.000000 | $-187.00 | ||||||
0635-1-0A |
UTILITY INCIDENTAL | DOLL |
187.00 | 0031 | $1.000000 | $-187.00 | ||||||
| SUBTOT | $380,465.06 |
|||||||||||