|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:02/09/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111013 | Estimate Number | 0042 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07340) Bidwell, Kyle S. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code VC0000090528 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 01/09/2014 TO 11/03/2014 | ||||||
| Date Approved | 02/02/2015 | ||||||
| Primary Proj Number | DE10504601113 | ||||||
| Project No. | STPR 4601(030) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | GEORGETOWN ROAD (US 460) | ||||||
| Description | RECONSTRUCT US 460 WEST OF GEORGETOWN TO ELIMINATE 'S' CURVE 0.2 MILES WEST OF CANE RUN ROAD | ||||||
| Date Let | 04/29/2011 | Formal Acceptance | 08/03/2013 | ||||
| Date Awarded | 05/08/2011 | Date Work Began | 05/28/2011 | ||||
| Date Contract Executed | 05/24/2011 | Open To Traffic | 11/05/2012 | ||||
| Date NTP Issued | 05/24/2011 | Actual Completion Date | 11/05/2012 | ||||
| Current Contract Amount | $3,891,583.68 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,673,387.93 |
Total Earnings | $3,685,414.82 |
$3,644,582.54 |
$40,832.28 |
|
| Percent Complete | 94.70 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $206,168.86 |
Gross Earnings | $3,685,414.82 |
$3,644,582.54 |
$40,832.28 |
|
| Total Change Orders | $218,195.75 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,685,414.82 |
$3,644,582.54 |
$40,832.28 |
|||
| Contract Id | 111013 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0042 | Project Number | STPR 4601(030) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 01/09/2014 TO 11/03/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Gate Valve and Escasement Pipe | Approved | 08/27/2012 | $11,194.80 | 2.0 | |||||
| 002 | ADMINISTRATIVE SETTLEMENT UTILITY DELAYS | Approved | 08/29/2012 | $186,134.54 | 184.0 | |||||
| 003 | Geotextile Fabric, Plank Fence, and Type 4a End Treatments | Approved | 03/13/2013 | $7,083.85 | -30.0 | |||||
| 004 | Robinson Lane Entrance Widening | Approved | 01/16/2013 | $13,782.56 | 30.0 | |||||
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 | 111013 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE10504601113 | |||||||
| Estimate Nbr | 0042 | Period | 01/09/2014 TO 11/03/2014 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE10504601113 | Fed/State Project Number | STPR 4601(030) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 8,301.00 | 8,301.000 | 7,006.290 | 7,006.290 | 18.50 | 129,616.36 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 240.00 | 240.000 | 46.710 | 46.710 | 18.00 | 840.78 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 40.00 | 40.000 | 57.470 | 57.470 | 75.00 | 4,310.25 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,013.00 | 6,013.000 | 6,381.540 | 6,381.540 | 63.00 | 402,037.02 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 4.00 | 4.000 | 4.190 | 4.190 | 815.00 | 3,414.85 | |||
| 0070 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,282.00 | 1,282.000 | 1,389.720 | 1,389.720 | 84.00 | 116,736.48 | |||
| 0080 | ENTRANCE PIPE-15 IN | 00440 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 35.00 | 1,960.00 | |||
| 0090 | ENTRANCE PIPE-24 IN | 00443 | LF | 116.00 | 116.000 | 116.000 | 116.000 | 40.00 | 4,640.00 | |||
| 0100 | CULVERT PIPE-18 IN | 00462 | LF | 69.00 | 69.000 | 69.000 | 69.000 | 60.00 | 4,140.00 | |||
| 0110 | CULVERT PIPE-21 IN | 00463 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 55.00 | 3,630.00 | |||
| 0120 | CULVERT PIPE-24 IN | 00464 | LF | 105.00 | 105.000 | 102.000 | 102.000 | 60.00 | 6,120.00 | |||
| 0130 | CULVERT PIPE-66 IN | 00473 | LF | 54.00 | 54.000 | 54.000 | 54.000 | 230.00 | 12,420.00 | |||
| 0140 | STORM SEWER PIPE-24 IN | 00524 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 50.00 | 4,200.00 | |||
| 0150 | PERFORATED PIPE-4 IN | 01000 | LF | 240.00 | 240.000 | 145.000 | 145.000 | 5.00 | 725.00 | |||
| 0160 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 78.00 | 78.000 | 8.000 | 8.000 | 5.00 | 40.00 | |||
| 0170 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 415.00 | 830.00 | |||
| 0180 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0190 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0200 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0210 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0220 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0230 | DROP BOX INLET TYPE 3 MOD | 01497 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0240 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0250 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0260 | BARRIER HEADER CURB | 01880 | LF | 88.00 | 88.000 | 88.000 | 88.000 | 28.00 | 2,464.00 | |||
| 0270 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 7.00 | 7.000 | 33.000 | 33.000 | 8.00 | 264.00 | |||
| 0280 | BARRICADE-TYPE III | 02014 | EACH | 28.00 | 28.000 | 6.000 | 6.000 | 75.00 | 450.00 | |||
| 0290 | JPC PAVEMENT-8 IN | 02084 | SQYD | 573.00 | 573.000 | 573.000 | 573.000 | 85.00 | 48,705.00 | |||
| 0300 | REMOVE PAVEMENT | 02091 | SQYD | 2,224.00 | 2,224.000 | 2,224.000 | 2,224.000 | 5.50 | 12,232.00 | |||
| 0310 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 72.00 | 72.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0320 | TEMP DITCH | 02159 | LF | 2,022.00 | 2,022.000 | 1,237.000 | 1,237.000 | 4.00 | 4,948.00 | |||
| 0330 | ROADWAY EXCAVATION | 02200 | CUYD | 103,628.00 | 103,628.000 | 103,628.000 | 103,628.000 | 10.86 | 1,125,400.08 | |||
| 0340 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 251.00 | 251.000 | 251.000 | 251.000 | 10.00 | 2,510.00 | |||
| 0350 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 44.00 | 44.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0360 | WATER | 02242 | MGAL | 900.00 | 900.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0370 | FENCE-4 FT CHAIN LINK | 02273 | LF | 260.00 | 0.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0380 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,200.00 | 2,200.000 | 2,082.500 | 2,082.500 | 19.67 | 40,962.77 | |||
| 0390 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 65.00 | 65.00 | |||
| 0400 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,450.00 | 4,900.00 | |||
| 0410 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
| 0420 | REMOVE GUARDRAIL | 02381 | LF | 1,609.00 | 1,609.000 | 1,825.000 | 1,825.000 | 2.00 | 3,650.00 | |||
| 0430 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 8.000 | 8.000 | 8.000 | 2,100.00 | 16,800.00 | |||
| 0440 | TEMP GUARDRAIL | 02397 | LF | 1,180.00 | 1,180.000 | 1,093.750 | 1,093.750 | 9.85 | 10,773.43 | |||
| 0450 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 80.00 | 2,880.00 | |||
| 0460 | WITNESS POST | 02432 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 60.00 | 2,160.00 | |||
| 0470 | CHANNEL LINING CLASS II | 02483 | TON | 1,110.00 | 1,110.000 | 544.560 | 544.560 | 23.00 | 12,524.88 | |||
| 0480 | CHANNEL LINING CLASS III | 02484 | TON | 766.00 | 766.000 | 485.810 | 485.810 | 34.00 | 16,517.54 | |||
| 0490 | CLEARING AND GRUBBING 16 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 51,000.00 | 51,000.00 | |||
| 0500 | SIGNS | 02562 | SQFT | 418.00 | 418.000 | 629.390 | 629.390 | 8.50 | 5,349.81 | |||
| 0510 | OBJECT MARKER TYPE 2 | 02565 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| 0520 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 497.00 | 2,584.000 | 2,583.370 | 2,583.370 | 2.00 | 5,166.74 | |||
| 0530 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0540 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,500.00 | 75,500.00 | |||
| 0550 | DIVERSIONS (BY-PASS DETOURS) #1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,500.00 | 42,500.00 | |||
| 0560 | DIVERSIONS (BY-PASS DETOURS) #2 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0570 | DIVERSIONS (BY-PASS DETOURS) #3 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0580 | DIVERSIONS (BY-PASS DETOURS) BELVEDERE | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,900.00 | 12,900.00 | |||
| 0590 | DIVERSIONS (BY-PASS DETOURS) ROBINSON | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 0600 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,300.00 | 18,600.00 | |||
| 0610 | SAFELOADING | 02690 | CUYD | 63.00 | 63.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0620 | TEMP SILT FENCE | 02701 | LF | 2,022.00 | 2,022.000 | 1,828.000 | 1,828.000 | 1.75 | 3,199.00 | |||
| 0630 | SILT TRAP TYPE A | 02703 | EACH | 16.00 | 16.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 0640 | SILT TRAP TYPE B | 02704 | EACH | 16.00 | 16.000 | 13.000 | 13.000 | 150.00 | 1,950.00 | |||
| 0650 | SILT TRAP TYPE C | 02705 | EACH | 16.00 | 16.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 0660 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0670 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 48.00 | 48.000 | 3.000 | 3.000 | 15.00 | 45.00 | |||
| 0680 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 48.00 | 48.000 | 1.000 | 1.000 | 15.00 | 15.00 | |||
| 0690 | CLEAN TEMP SILT FENCE | 02709 | LF | 2,022.00 | 2,022.000 | 625.000 | 625.000 | 0.10 | 62.50 | |||
| 0700 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,500.00 | 19,500.00 | |||
| 0710 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0720 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0730 | CONDUIT-3 IN | 04797 | LF | 40.00 | 40.000 | 74.000 | 74.000 | 5.00 | 370.00 | |||
| 0740 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,314.00 | 1,314.000 | 633.780 | 633.780 | 1.10 | 697.15 | |||
| 0750 | TEMP MULCH | 05952 | SQYD | 77,395.00 | 77,395.000 | 1,420.060 | 1,420.060 | 0.18 | 255.61 | |||
| 0760 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 77,395.00 | 77,395.000 | 16,504.420 | 16,504.420 | 0.20 | 3,300.88 | |||
| 0770 | TOPDRESSING FERTILIZER | 05966 | TON | 4.00 | 4.000 | 0.650 | 0.650 | 795.00 | 516.75 | |||
| 0780 | SEEDING AND PROTECTION | 05985 | SQYD | 77,395.00 | 77,395.000 | 63,957.217 | 63,957.217 | 0.30 | 19,187.16 | |||
| 0790 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 30,000.00 | 30,000.000 | 7,152.780 | 7,152.780 | 0.12 | 858.33 | |||
| 0800 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 29.00 | 29.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0810 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 26,000.00 | 26,000.000 | 10,660.000 | 10,660.000 | 0.18 | 1,918.80 | |||
| 0820 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 16,000.00 | 16,000.000 | 31,702.000 | 31,702.000 | 0.18 | 5,706.36 | |||
| 0830 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 1.42 | 0.00 | |||
| 0840 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 1.42 | 0.00 | |||
| 0850 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 30.00 | 30.000 | 32.000 | 32.000 | 6.50 | 208.00 | |||
| 0860 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 80.00 | 80.000 | 130.000 | 130.000 | 9.75 | 1,267.50 | |||
| 0870 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 48.25 | 0.00 | |||
| 0880 | CONCRETE-CLASS A | 08100 | CUYD | 13.01 | 13.010 | 13.010 | 13.010 | 950.00 | 12,359.50 | |||
| 0890 | STEEL REINFORCEMENT | 08150 | LB | 684.00 | 684.000 | 684.000 | 684.000 | 2.00 | 1,368.00 | |||
| 0900 | FUEL ADJUSTMENT | 10020NS | DOLL | 40,000.00 | 40,000.000 | -5,871.800 | -5,871.800 | 1.00 | -5,871.80 | |||
| 0910 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 60,000.00 | 60,000.000 | 117.390 | 10,119.520 | 10,236.910 | 1.00 | 117.39 | 10,236.91 | |
| 0920 | ALLEGHANY VIBURNUM | 20022ES724 | EACH | 28.00 | 28.000 | 6.000 | 6.000 | 92.00 | 552.00 | |||
| 0930 | DRY-LAID ROCK FENCE | 20063EN9T | LF | 1,233.00 | 1,233.000 | 1,298.500 | 1,298.500 | 225.00 | 292,162.50 | |||
| 0940 | TREE PROTECTION FENCING | 21779EN | LF | 300.00 | 300.000 | 0.000 | 0.000 | 8.57 | 0.00 | |||
| 0950 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 189.00 | 189.000 | 189.000 | 189.000 | 12.17 | 2,300.13 | |||
| 8001 | ADMINISTRATIVE SETTLEMENT UTILITY DELAYS | 10104NX | DOLL | 0.00 | 186,134.540 | 186,134.540 | 186,134.540 | 1.00 | 186,134.54 | |||
| 8002 | WOOD PLANK FENCE | 22000ED | LF | 0.00 | 295.000 | 295.000 | 295.000 | 23.83 | 7,029.85 | |||
| 8003 | EXCAVATION | 21554EN | CUYD | 0.00 | 1.250 | 1.250 | 1.250 | 11.62 | 14.52 | |||
| 8004 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 22.790 | 22.790 | 22.790 | 19.80 | 451.24 | |||
| 8005 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 24.990 | 24.990 | 24.990 | 67.41 | 1,684.57 | |||
| 8006 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 0.00 | 25.890 | 25.890 | 25.890 | 89.88 | 2,326.99 | |||
| 8007 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,305.22 | 9,305.22 | |||
| Project | DE10504601113 | Fed/State Project Number | STPR 4601(030) | Category | 0002 BRIDGE-CULVERT | |||||||
| 0960 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 763.00 | 763.000 | 714.480 | 714.480 | 40.00 | 28,579.20 | |||
| 0970 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 34,000.00 | 34,000.00 | |||
| 0980 | CONCRETE-CLASS A | 08100 | CUYD | 380.40 | 380.400 | 380.400 | 380.400 | 398.00 | 151,399.20 | |||
| 0990 | STEEL REINFORCEMENT | 08150 | LB | 44,486.00 | 44,486.000 | 44,486.000 | 44,486.000 | 0.80 | 35,588.80 | |||
| Project | DE10504601113 | Fed/State Project Number | STPR 4601(030) | Category | 0003 MOB AND DEMOB | |||||||
| 1000 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 122,550.00 | 122,550.00 | |||
| 1010 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 54,286.52 | 40,714.89 | 54,286.52 | |
| Project | DE10504601113 | Fed/State Project Number | STPR 4601(030) | Category | 0004 WATERLINE | |||||||
| 1020 | STEEL ENCASEMENT PIPE-6 IN BORE AND JACK | 01063 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 150.00 | 15,750.00 | |||
| 1030 | STEEL ENCASEMENT PIPE-20 IN BORE AND JACK | 01076 | LF | 340.00 | 340.000 | 294.000 | 294.000 | 300.00 | 88,200.00 | |||
| 1040 | DUCTILE IRON PIPE-12 IN (REVISED: 4-20-11) | 01099 | LF | 4,535.00 | 4,535.000 | 4,504.000 | 4,504.000 | 55.00 | 247,720.00 | |||
| 1050 | PVC PIPE-2 IN | 03381 | LF | 160.00 | 160.000 | 140.000 | 140.000 | 10.00 | 1,400.00 | |||
| 1060 | PVC PIPE-3 IN | 03382 | LF | 80.00 | 80.000 | 12.000 | 12.000 | 11.00 | 132.00 | |||
| 1070 | RECONNECT TO MAIN | 03438 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 1080 | TIE-IN TO WATER LINE | 03460 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 1090 | GATE VALVE-2 IN | 03522 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 1100 | GATE VALVE-3 IN | 03523 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 1110 | GATE VALVE-6 IN | 03526 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,050.00 | 2,100.00 | |||
| 1120 | GATE VALVE-12 IN | 03532 | EACH | 5.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 1130 | FIRE HYDRANT ASSEMBLY 6 IN | 20156EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
| 1140 | CREEK CROSSING 12 IN -DIP;(REVISED: 4-20-11) | 20481EC | LF | 140.00 | 140.000 | 130.000 | 130.000 | 100.00 | 13,000.00 | |||
| 1150 | TAPPING SLEEVE & VALVE 12 X 12 | 21179ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,200.00 | 10,400.00 | |||
| 1160 | POLYETHYLENE PIPE-1 IN | 21701EN | LF | 200.00 | 200.000 | 134.000 | 134.000 | 3.00 | 402.00 | |||
| 1170 | AIR RELEASE VALVE ASSEMBLY | 22082NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 1180 | WATER METER WITH BOX | 23308EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 1190 | CURB STOP AND BOX-1 IN | 23757EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1200 | PLASTIC CONSTRUCTION/STAFETY FENCING (ADDED: 4-20-11) | 24128EC | LF | 900.00 | 900.000 | 829.000 | 829.000 | 4.00 | 3,316.00 | |||
| 8000 | STEEL ENCASEMENT PIPE-20 IN | 01076 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 217.37 | 8,694.80 | |||
| SUBTOT | $40,832.28 |
$3,685,414.78 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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