|
Report_Id: 131072 Est NO 0028 |
Date:01/27/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 131072 | Estimate Number | 0028 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09300) Cropper, Travis M. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 12/17/2016 TO 12/31/2016 | ||||||
| Date Approved | 01/10/2017 | ||||||
| Primary Proj Number | DE08100091372 | ||||||
| Project No. | FD04 SPP 081 0009 012-018 | ||||||
| Primary County | MASON | ||||||
| Name of Road | KY-9 AA HIGHWAY | ||||||
| Description | KY-9 AA HIGHWAY | ||||||
| Date Let | 11/22/2013 | Formal Acceptance | |||||
| Date Awarded | 12/04/2013 | Date Work Began | 09/14/2015 | ||||
| Date Contract Executed | 01/08/2014 | Open To Traffic | |||||
| Date NTP Issued | 01/08/2014 | Actual Completion Date | |||||
| Current Contract Amount | $18,875,282.39 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $17,990,025.22 |
Total Earnings | $11,802,327.82 |
$11,787,611.00 |
$14,716.82 |
|
| Percent Complete | 62.53 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $7,072,954.57 |
Gross Earnings | $11,802,327.82 |
$11,787,611.00 |
$14,716.82 |
|
| Total Change Orders | $885,257.17 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $11,802,327.82 |
$11,787,611.00 |
$14,716.82 |
|||
| Contract Id | 131072 | Change Order Summary |
County | MASON | ||||||
| Estimate Nbr | 0028 | Project Number | FD04 SPP 081 0009 012-018 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 12/17/2016 TO 12/31/2016 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Utilities Relocation | Approved | 10/09/2015 | $826,687.78 | 45.0 | |||||
| 002 | Remove Guardrail, Temporary Guardrail, Ty 1 ET | Approved | 12/13/2016 | $58,569.39 | 1.0 | |||||
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 | 131072 | COMMONWEALTH OF KENTUCKY |
County | MASON | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE08100091372 | ||||||
| Estimate Nbr | 0028 | Period | 12/17/2016 TO 12/31/2016 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE08100091372 | Fed/State Project Number | FD04 SPP 081 0009 012-018 | 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 | DE08100091372 | Fed/State Project Number | FD04 SPP 081 0009 012-018 | Category | 0001 PAVING | |||||||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 120,286.00 | 120,286.000 | 104,815.280 | 104,815.280 | 16.00 | 1,677,044.48 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 18,000.00 | 18,000.000 | 3,397.500 | 3,397.500 | 13.50 | 45,866.25 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 104.00 | 104.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 844.00 | 844.000 | 3,430.170 | 3,430.170 | 80.00 | 274,413.60 | |||
| 0060 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 122,958.00 | 122,958.000 | 100,648.200 | 100,648.200 | 44.00 | 4,428,520.80 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,937.00 | 9,937.000 | 13,893.580 | 13,893.580 | 55.00 | 764,146.90 | |||
| 0080 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,825.00 | 2,825.000 | 1,859.160 | 1,859.160 | 55.00 | 102,253.80 | |||
| 0090 | CL3 ASPH BIND 0.50D PG76-22 | 00276 | TON | 25,953.00 | 25,953.000 | 13,592.230 | 13,592.230 | 58.00 | 788,349.34 | |||
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 725.00 | 0.00 | |||
| 0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,656.00 | 2,656.000 | 2,439.330 | 2,439.330 | 72.00 | 175,631.76 | |||
| 0120 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 16,184.00 | 16,184.000 | 0.000 | 0.000 | 69.00 | 0.00 | |||
| Project | DE08100091372 | Fed/State Project Number | FD04 SPP 081 0009 012-018 | Category | 0002 ROADWAY | |||||||
| 0130 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 90.00 | 90.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0140 | INSPECT & CERTIFY EDGE DRAIN SYSTEM ADDED: 11-21-13 | 01015 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,400.00 | 6,400.00 | 6,400.00 | |
| 0150 | REMOVE PIPE | 01310 | LF | 37.00 | 37.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0160 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0170 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 108.00 | 108.000 | 111.000 | 111.000 | 5.35 | 593.85 | |||
| 0180 | REMOVE PAVEMENT | 02091 | SQYD | 3,214.00 | 3,214.000 | 942.000 | 942.000 | 6.35 | 5,981.70 | |||
| 0190 | TEMP DITCH | 02159 | LF | 11,986.00 | 11,986.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0200 | ROADWAY EXCAVATION | 02200 | CUYD | 436,466.00 | 436,466.000 | 416,119.120 | 416,119.120 | 4.25 | 1,768,506.26 | |||
| 0210 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 37,178.00 | 37,178.000 | 9,908.000 | 9,908.000 | 4.75 | 47,063.00 | |||
| 0230 | REMOVE FENCE | 02265 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0240 | REMOVE & RESET FENCE | 02267 | LF | 183.00 | 183.000 | 0.000 | 0.000 | 5.40 | 0.00 | |||
| 0250 | FENCE-8 FT CHAIN LINK | 02275 | LF | 304.00 | 304.000 | 187.000 | 187.000 | 28.00 | 5,236.00 | |||
| 0260 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 10,762.50 | 10,762.500 | 6,875.000 | 6,875.000 | 15.00 | 103,125.00 | |||
| 0270 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 14.00 | 14.000 | 11.000 | 11.000 | 32.00 | 352.00 | |||
| 0280 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0290 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 875.00 | 0.00 | |||
| 0300 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 0310 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 239.00 | 239.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0320 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0330 | CHANNEL LINING CLASS II | 02483 | TON | 10,144.00 | 10,144.000 | 3,297.170 | 3,297.170 | 28.00 | 92,320.76 | |||
| 0340 | CHANNEL LINING CLASS III | 02484 | TON | 6,006.00 | 6,006.000 | 2,102.920 | 2,102.920 | 34.00 | 71,499.28 | |||
| 0350 | CLEARING AND GRUBBING 123.86 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,500.00 | 80,500.00 | |||
| 0360 | TEMPORARY SIGNS | 02562 | SQFT | 581.00 | 581.000 | 464.500 | 464.500 | 10.00 | 4,645.00 | |||
| 0370 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 90.00 | 90.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0380 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 27,500.00 | 27,500.000 | 3,728.000 | 3,728.000 | 2.00 | 7,456.00 | |||
| 0390 | REMOVE HEADWALL | 02625 | EACH | 36.00 | 36.000 | 25.000 | 25.000 | 500.00 | 12,500.00 | |||
| 0400 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 194,000.00 | 48,500.00 | |||
| 0410 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 9,800.00 | 39,200.00 | |||
| 0420 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0430 | SAFELOADING | 02690 | CUYD | 17.00 | 17.000 | 17.000 | 17.000 | 93.00 | 1,581.00 | |||
| 0440 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 53,098.00 | 53,098.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0450 | TEMP SILT FENCE | 02701 | LF | 11,986.00 | 11,986.000 | 2,184.000 | 2,184.000 | 1.82 | 3,974.88 | |||
| 0460 | SILT TRAP TYPE A | 02703 | EACH | 139.00 | 139.000 | 48.000 | 48.000 | 5.00 | 240.00 | |||
| 0470 | SILT TRAP TYPE B | 02704 | EACH | 139.00 | 139.000 | 200.000 | 200.000 | 5.00 | 1,000.00 | |||
| 0480 | SILT TRAP TYPE C | 02705 | EACH | 139.00 | 139.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0490 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 834.00 | 834.000 | 9.000 | 9.000 | 0.23 | 2.07 | |||
| 0500 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 834.00 | 834.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0510 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 834.00 | 834.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0520 | CLEAN TEMP SILT FENCE | 02709 | LF | 11,986.00 | 11,986.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0530 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 103,000.00 | 30,900.00 | |||
| 0540 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0550 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,469.00 | 8,469.000 | 1,000.000 | 52,200.000 | 53,200.000 | 1.00 | 1,000.00 | 53,200.00 | |
| 0560 | TEMP MULCH | 05952 | SQYD | 672,444.00 | 672,444.000 | 4,357.000 | 37,848.000 | 42,205.000 | 0.01 | 43.57 | 422.05 | |
| 0570 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0580 | TOPDRESSING FERTILIZER | 05966 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0590 | SEEDING AND PROTECTION | 05985 | SQYD | 672,444.00 | 672,444.000 | 1,883.000 | 280,788.000 | 282,671.000 | 0.33 | 621.39 | 93,281.43 | |
| 0600 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 120,000.00 | 120,000.000 | 331,049.000 | 331,049.000 | 0.19 | 62,899.31 | |||
| 0610 | PAVE STRIPING-PERM PAINT-6 IN ADDED: 11-21-13 | 06515 | LF | 200,000.00 | 200,000.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0620 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 20,000.00 | 20,000.000 | 7,810.000 | 7,810.000 | 2.50 | 19,525.00 | |||
| 0630 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 204.00 | 204.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0640 | PAVEMENT MARKER TYPE IV-MW | 06580 | EACH | 500.00 | 500.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0650 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0660 | FUEL ADJUSTMENT | 10020NS | DOLL | 406,211.00 | 406,211.000 | -513,079.790 | -513,079.790 | 1.00 | -513,079.79 | |||
| 0670 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 705,734.00 | 705,734.000 | -772,677.850 | -772,677.850 | 1.00 | -772,677.85 | |||
| 0680 | SAWCUT PAVEMENT | 20550ND | LF | 48,382.00 | 48,382.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0690 | ASPHALT MILLING AND TEXTURING | 23019EN | SQYD | 3,029.00 | 3,029.000 | 0.000 | 0.000 | 2.78 | 0.00 | |||
| 0700 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,913.00 | 3,913.000 | 1,494.800 | 0.000 | 1,494.800 | 4.45 | 6,651.86 | 6,651.86 | |
| 0710 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 140.00 | 140.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 0720 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 444.00 | 444.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0730 | BENDING BEAM RHEOMETER ADDED: 11-21-13 | 24586EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 8065 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 10,500.000 | 11,187.500 | 11,187.500 | 1.67 | 18,683.12 | |||
| 8066 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 1.000 | 3.000 | 3.000 | 2,500.34 | 7,501.02 | |||
| 8067 | REMOVE AND RESET END TREATMENT | 24096EC | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 834.05 | 1,668.10 | |||
| 8068 | TEMP GUARDRAIL | 02397 | LF | 0.00 | 5,000.000 | 3,800.000 | 3,800.000 | 7.54 | 28,652.00 | |||
| Project | DE08100091372 | Fed/State Project Number | FD04 SPP 081 0009 012-018 | Category | 0003 BRIDGE | |||||||
| 0740 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 0750 | CONCRETE-CLASS A | 08100 | CUYD | 135.00 | 135.000 | 135.000 | 135.000 | 613.00 | 82,755.00 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 22,009.00 | 22,009.000 | 22,009.000 | 22,009.000 | 0.89 | 19,588.01 | |||
| Project | DE08100091372 | Fed/State Project Number | FD04 SPP 081 0009 012-018 | Category | 0004 MOB AND DEMOB | |||||||
| 0770 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 781,000.00 | 781,000.00 | |||
| 0780 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 275,000.00 | 0.00 | |||
| Project | DE08100091372 | Fed/State Project Number | FD04 SPP 081 0009 012-018 | Category | 0005 DRAINAGE | |||||||
| 0790 | ENTRANCE PIPE-15 IN | 00440 | LF | 1,259.00 | 1,259.000 | 1,187.000 | 1,187.000 | 40.00 | 47,480.00 | |||
| 0800 | ENTRANCE PIPE-18 IN | 00441 | LF | 394.00 | 394.000 | 413.000 | 413.000 | 40.00 | 16,520.00 | |||
| 0810 | ENTRANCE PIPE-24 IN | 00443 | LF | 406.00 | 406.000 | 406.000 | 406.000 | 50.00 | 20,300.00 | |||
| 0820 | ENTRANCE PIPE-30 IN | 00445 | LF | 104.00 | 104.000 | 104.000 | 104.000 | 73.00 | 7,592.00 | |||
| 0830 | CULVERT PIPE-15 IN | 00461 | LF | 621.00 | 621.000 | 122.000 | 122.000 | 50.00 | 6,100.00 | |||
| 0840 | CULVERT PIPE-18 IN | 00462 | LF | 704.00 | 704.000 | 619.000 | 619.000 | 90.00 | 55,710.00 | |||
| 0850 | CULVERT PIPE-24 IN | 00464 | LF | 183.00 | 183.000 | 177.000 | 177.000 | 93.00 | 16,461.00 | |||
| 0860 | CULVERT PIPE-30 IN | 00466 | LF | 173.00 | 173.000 | 159.000 | 159.000 | 116.00 | 18,444.00 | |||
| 0870 | CULVERT PIPE-36 IN | 00468 | LF | 198.00 | 198.000 | 132.000 | 132.000 | 125.00 | 16,500.00 | |||
| 0880 | CULVERT PIPE-42 IN | 00469 | LF | 82.00 | 82.000 | 82.000 | 82.000 | 130.00 | 10,660.00 | |||
| 0890 | CULVERT PIPE-54 IN | 00471 | LF | 36.00 | 36.000 | 31.000 | 31.000 | 262.00 | 8,122.00 | |||
| 0900 | CULVERT PIPE-60 IN | 00472 | LF | 65.00 | 65.000 | 57.000 | 57.000 | 285.00 | 16,245.00 | |||
| 0910 | STORM SEWER PIPE-15 IN | 00521 | LF | 154.00 | 154.000 | 154.000 | 154.000 | 77.00 | 11,858.00 | |||
| 0920 | STORM SEWER PIPE-18 IN | 00522 | LF | 458.00 | 458.000 | 447.000 | 447.000 | 53.00 | 23,691.00 | |||
| 0930 | PERFORATED PIPE-4 IN | 01000 | LF | 42,993.00 | 42,993.000 | 36,159.000 | 36,159.000 | 3.00 | 108,477.00 | |||
| 0940 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,537.00 | 1,537.000 | 273.000 | 273.000 | 18.60 | 5,077.80 | |||
| 0950 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 20.00 | 20.000 | 10.000 | 10.000 | 435.00 | 4,350.00 | |||
| 0960 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 34.00 | 34.000 | 10.000 | 10.000 | 490.00 | 4,900.00 | |||
| 0970 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 48.00 | 48.000 | 19.000 | 19.000 | 460.00 | 8,740.00 | |||
| 0980 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0990 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 14.00 | 14.000 | 5.000 | 5.000 | 1,000.00 | 5,000.00 | |||
| 1000 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 1010 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 1020 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,665.00 | 13,320.00 | |||
| 1030 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 1040 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 1050 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 1060 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 1070 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 1080 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 1090 | DROP BOX INLET TYPE 1 | 01490 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1100 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,065.00 | 0.00 | |||
| 1110 | JUNCTION BOX-15 IN | 01641 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,322.00 | 0.00 | |||
| 1120 | SPRING BOX INLET TYPE A | 01660 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,371.00 | 0.00 | |||
| 1130 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1140 | MANHOLE TYPE B | 01761 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 1150 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1160 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,437.00 | 4,437.000 | 7,051.930 | 7,051.930 | 2.00 | 14,103.86 | |||
| 1170 | ENTRANCE PIPE-48 IN | 21257ED | LF | 147.00 | 147.000 | 147.000 | 147.000 | 130.00 | 19,110.00 | |||
| 1180 | ENTRANCE PIPE-36 IN | 22581EN | LF | 168.00 | 168.000 | 168.000 | 168.000 | 95.00 | 15,960.00 | |||
| 1190 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,600.00 | 0.00 | |||
| Project | DE08100091372 | Fed/State Project Number | FD04 SPP 081 0009 012-018 | Category | 0006 UTILITY | |||||||
| 8000 | PVC PIPE-10 IN | 03389 | LF | 0.00 | 1,200.000 | 1,222.000 | 1,222.000 | 38.96 | 47,609.12 | |||
| 8001 | PVC PIPE-8 IN | 03387 | LF | 0.00 | 1,060.000 | 1,247.000 | 1,247.000 | 42.37 | 52,835.39 | |||
| 8002 | PVC PIPE-6 IN | 03385 | LF | 0.00 | 460.000 | 418.000 | 418.000 | 50.53 | 21,121.54 | |||
| 8003 | PVC PIPE-4 IN | 03383 | LF | 0.00 | 20.000 | 48.000 | 48.000 | 101.22 | 4,858.56 | |||
| 8004 | PVC PIPE-3 IN | 03382 | LF | 0.00 | 40.000 | 76.000 | 76.000 | 74.53 | 5,664.28 | |||
| 8005 | PVC PIPE-2 IN | 03381 | LF | 0.00 | 310.000 | 359.000 | 359.000 | 28.37 | 10,184.83 | |||
| 8006 | SERVICE LINE - 2 IN WATER | 20333EN | LF | 0.00 | 290.000 | 346.000 | 346.000 | 35.17 | 12,168.82 | |||
| 8007 | SERVICE LINE - 1 IN - WATER | 21558EC | LF | 0.00 | 250.000 | 277.000 | 277.000 | 36.71 | 10,168.67 | |||
| 8008 | SERVICE LINE-3/4 IN - WATER | 20311EC | LF | 0.00 | 425.000 | 738.000 | 738.000 | 29.99 | 22,132.62 | |||
| 8009 | CONNECT TO 12 IN | 20790ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,143.82 | 6,287.64 | |||
| 8010 | OPEN CUT W/ STEEL ENCASEMENT - 16 IN - WATER | 21788ED | LF | 0.00 | 30.000 | 30.000 | 30.000 | 115.94 | 3,478.20 | |||
| 8011 | OPEN CUT W/ STEEL ENCASEMENT-14 IN - WATER | 24243EC | LF | 0.00 | 192.000 | 182.000 | 182.000 | 75.61 | 13,761.02 | |||
| 8012 | OPEN CUT W/ STEEL ENCASEMENT - 4 IN - WATER | 21788ED | LF | 0.00 | 70.000 | 70.000 | 70.000 | 73.81 | 5,166.70 | |||
| 8013 | STEEL ENCASEMENT PIPE - BORE&JACK-14 IN - WATER | 24668EC | LF | 0.00 | 86.000 | 86.000 | 86.000 | 246.25 | 21,177.50 | |||
| 8014 | STEEL ENCASEMENT PIPE - BORE&JACK-4 IN - WATER | 24668EC | LF | 0.00 | 98.000 | 116.000 | 116.000 | 165.38 | 19,184.08 | |||
| 8015 | SERVICE BORE - 2 IN | 21938EN | LF | 0.00 | 90.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 8016 | GATE VALVE-10 IN - BOX INCLUDED - WATER | 03530 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,592.32 | 2,592.32 | |||
| 8017 | GATE VALVE-8 IN - BOX INCLUDED - WATER | 03528 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,869.20 | 7,476.80 | |||
| 8018 | GATE VALVE-6 IN - BOX INCLUDED - WATER | 03526 | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 1,587.06 | 14,283.54 | |||
| 8019 | GATE VALVE-2 IN - BOX INCLUDED - WATER | 03522 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 946.61 | 1,893.22 | |||
| 8020 | RECONNECT METER | 20169EC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 1,805.16 | 0.00 | |||
| 8021 | WATER METER - 5/8 X 3/4 RADIO READ | 22866NN | EACH | 0.00 | 17.000 | 16.000 | 16.000 | 315.73 | 5,051.68 | |||
| 8022 | WATER METER - 2 IN RADIO READ | 22866NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 10,966.87 | 10,966.87 | |||
| 8023 | WATER METER - 3 IN RADIO READ | 22866NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 10,730.89 | 21,461.78 | |||
| 8024 | W METER VAULT | 14031 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 17,119.19 | 17,119.19 | |||
| 8025 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 3,203.03 | 16,015.15 | |||
| 8026 | AIR RELEASE VALVE | 03495 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,831.99 | 7,663.98 | |||
| 8027 | CONCRETE ANCHOR | 24076EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,494.69 | 2,989.38 | |||
| 8028 | CREEK CROSSING - TYPE B W/ PVC CASING | 20481EC | LF | 0.00 | 56.000 | 56.000 | 56.000 | 128.75 | 7,210.00 | |||
| 8029 | PVC CASING PIPE - 16 IN | 24481ED | LF | 0.00 | 20.000 | 20.000 | 20.000 | 19.02 | 380.40 | |||
| 8030 | AIR RELEASE VALVE - TO BE FIELD LOCATED | 03495 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 2,677.88 | 0.00 | |||
| 8031 | CONNECT TO WATER MAIN - ALL SIZES | 20081NN | EACH | 0.00 | 15.000 | 14.000 | 14.000 | 1,929.84 | 27,017.76 | |||
| 8032 | PVC PIPE-10 IN - LOAD 16 IN CASING - SPACERS & END CAPS INCLUDED | 03389 | LF | 0.00 | 30.000 | 30.000 | 30.000 | 33.32 | 999.60 | |||
| 8033 | PVC PIPE-8 IN - LOAD 14 IN CASING - SPACERS & END CAPS INCLUDED | 03387 | LF | 0.00 | 442.000 | 457.000 | 457.000 | 22.97 | 10,497.29 | |||
| 8034 | SERVICE LINE - 2 IN - LOAD 4 IN CASING | 20333EN | LF | 0.00 | 200.000 | 199.000 | 199.000 | 4.99 | 993.01 | |||
| 8035 | SERVICE LINE - 1 IN - LOAD 4 IN CASING - SPACERS & END CAPS INCLUDED | 21558EC | LF | 0.00 | 181.000 | 200.000 | 200.000 | 5.11 | 1,022.00 | |||
| 8036 | AS-BUILT SURVEY - WATER | 24802EX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 4,614.83 | 0.00 | |||
| 8037 | S FORCE MAIN PVC 08 INCH | 15061 | LF | 0.00 | 4,210.000 | 3,714.500 | 3,714.500 | 26.50 | 98,434.25 | |||
| 8038 | S FORCE MAIN PVC 04 INCH | 15059 | LF | 0.00 | 210.000 | 246.000 | 246.000 | 38.39 | 9,443.94 | |||
| 8039 | S FORCE MAIN PVC 03 INCH | 15058 | LF | 0.00 | 610.000 | 654.500 | 654.500 | 25.42 | 16,637.39 | |||
| 8040 | S FORCE MAIN PVC 02 INCH | 15057 | LF | 0.00 | 630.000 | 821.000 | 821.000 | 27.54 | 22,610.34 | |||
| 8041 | SERVICE LINE - 1-1/4 IN SEWER | 20333EN | LF | 0.00 | 595.000 | 614.000 | 614.000 | 13.74 | 8,436.36 | |||
| 8042 | OPEN CUT W/ STEEL ENCASEMENT - 16 IN - SEWER | 21788ED | LF | 0.00 | 10.000 | 10.000 | 10.000 | 133.29 | 1,332.90 | |||
| 8043 | OPEN CUT W/ STEEL ENCASEMENT-14 IN - SEWER | 24243EC | LF | 0.00 | 409.000 | 496.000 | 496.000 | 60.06 | 29,789.76 | |||
| 8044 | OPEN CUT W/ STEEL ENCASEMENT -8 IN - SEWER | 21788ED | LF | 0.00 | 35.000 | 25.000 | 25.000 | 77.33 | 1,933.25 | |||
| 8045 | OPEN CUT W/ STEEL ENCASEMENT -4 IN - SEWER | 21788ED | LF | 0.00 | 151.000 | 140.000 | 140.000 | 37.62 | 5,266.80 | |||
| 8046 | STEEL ENCASEMENT PIPE-14 IN - BORE&JACK - SEWER | 01071 | LF | 0.00 | 223.000 | 151.000 | 151.000 | 247.00 | 37,297.00 | |||
| 8047 | STEEL ENCASEMENT PIPE-10 IN - BORE&JACK - SEWER | 01067 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 177.75 | 7,110.00 | |||
| 8048 | S FORCE MAIN PVC 08 INCH - LOAD 14 IN CASING - SPACERS & END CAPS INCLUDED | 15061 | LF | 0.00 | 748.000 | 764.000 | 764.000 | 22.94 | 17,526.16 | |||
| 8049 | S FORCE MAIN PVC 04 INCH - LOAD 10 IN CASING - SPACERS & END CAPS INCLUDED | 15059 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 2.63 | 105.20 | |||
| 8050 | S FORCE MAIN PVC 03 INCH - LOAD 8 IN CASING - SPACERS & END CAPS INCLUDED | 15058 | LF | 0.00 | 168.000 | 168.000 | 168.000 | 14.77 | 2,481.36 | |||
| 8051 | S FORCE MAIN PVC 02 INCH - LOAD 4 IN CASING - SPACERS & END CAPS INCLUDED | 15057 | LF | 0.00 | 293.000 | 282.000 | 282.000 | 1.39 | 391.98 | |||
| 8052 | GATE VALVE-8 IN - BOX INCLUDED - SEWER | 03528 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 837.84 | 5,027.04 | |||
| 8053 | GATE VALVE-4 IN - BOX INCLUDED - SEWER | 03524 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 157.86 | 473.58 | |||
| 8054 | GATE VALVE-3 IN - BOX INCLUDED - SEWER | 03523 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 157.87 | 157.87 | |||
| 8055 | GATE VALVE-2 IN - BOX INCLUDED - SEWER | 03522 | EACH | 0.00 | 4.000 | 3.000 | 3.000 | 157.87 | 473.61 | |||
| 8056 | S FORCE MAIN AIR RLS/VAC VLV SPCL | 15029 | EACH | 0.00 | 3.000 | 4.000 | 4.000 | 105.24 | 420.96 | |||
| 8057 | CONNECT TO SEWER MAIN - FORCE MAIN ALL SIZES | 22139NN | EACH | 0.00 | 17.000 | 17.000 | 17.000 | 2,164.00 | 36,788.00 | |||
| 8058 | S LATERAL SPECIAL | 15091 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 155.09 | 775.45 | |||
| 8059 | RECONNECT SEWER SERVICE | 03444 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 1,699.91 | 8,499.55 | |||
| 8060 | AS-BUILT SURVEY - SEWER | 24802EX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 2,615.00 | 0.00 | |||
| 8061 | REPAIR PREVIOUSLY DISTURBED AREA OUTSIDE RIGHT OF WAY | 24522EC | LS | 0.00 | 1.000 | 0.000 | 0.000 | 34,502.00 | 0.00 | |||
| 8062 | REPAIR PREVIOUSLY DISTURBED AREA INSIDE RIGHT OF WAY | 24522EC | LS | 0.00 | 1.000 | 0.000 | 0.000 | 12,248.00 | 0.00 | |||
| 8063 | MOBILIZATION - UTILITIES | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 30,600.00 | 30,600.00 | |||
| 8064 | COST PLUS WORK TO CORRECT WORK DONE BY PREVIOUS CONTRACT | 10080NSD | DOLL | 0.00 | 10,000.000 | 36,287.440 | 36,287.440 | 1.00 | 36,287.44 | |||
| SUBTOT | $14,716.82 |
$11,802,327.78 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||