|
ContID 071169 EST NO 0005 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071169 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10314) Ratliff, Wes | ||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | MARS ADDR SN 2 | |||||
| PO BOX 308 | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 01/12/2008 TO 01/24/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE08804600769 | ||||||
| Project No. | FD04 088 0460 005-007 | ||||||
| Primary County | MORGAN | ||||||
| Name of Road | EZEL-WEST LIBERTY ROAD (US 460) | ||||||
| Description | RECONSTRUCT TO ELIMINATE SUBSTANDARD CURVES AND GRADES FROM KY 946 TO 1.5 MILES EAST OF KY 946 | ||||||
| Date Let | 10/19/2007 | Formal Acceptance | |||||
| Date Awarded | 10/26/2007 | Date Work Began | 11/16/2007 | ||||
| Date Contract Executed | 11/02/2007 | Open To Traffic | |||||
| Date NTP Issued | 11/02/2007 | Actual Completion Date | |||||
| Current Contract Amount | $5,693,235.01 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,693,235.01 |
Total Earnings | $352,678.74 |
$342,280.44 |
$10,398.30 |
|
| Percent Complete | 6.19 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $5,340,556.27 |
Gross Earnings | $352,678.74 |
$342,280.44 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $352,678.74 |
$342,280.44 |
10,398.30 |
|||
| Contract Id | 071169 | Change Order Summary |
County | MORGAN | ||||||
| Estimate Nbr | 0005 | Project Number | FD04 088 0460 005-007 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 01/12/2008 TO 01/24/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 071169 | COMMONWEALTH OF KENTUCKY |
County | MORGAN | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE08804600769 | ||||||
| Estimate Nbr | 0005 | Period | 01/12/2008 TO 01/24/2008 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
| Project | DE08804600769 | Fed/State Project Number | FD04 088 0460 005-007 | 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 | DGA BASE | 00001 | TON | 35,245.00 | 35,245.000 | 0.000 | 0.000 | 22.95 | 0.00 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 310.00 | 310.000 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 22.00 | 22.000 | 25.220 | 25.220 | 80.00 | 2,017.60 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 171.00 | 171.000 | 0.000 | 0.000 | 69.50 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 19,267.00 | 19,267.000 | 0.000 | 0.000 | 59.95 | 0.00 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,249.00 | 3,249.000 | 0.000 | 0.000 | 67.50 | 0.00 | |||
| 0080 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 18,416.00 | 18,416.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 0090 | ENTRANCE PIPE-15 INCH | 00440 | LF | 184.00 | 184.000 | 0.000 | 0.000 | 35.50 | 0.00 | |||
| 0100 | ENTRANCE PIPE-24 INCH | 00443 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0110 | ENTRANCE PIPE-30 INCH | 00445 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 57.90 | 0.00 | |||
| 0120 | CULVERT PIPE-18 INCH | 00462 | LF | 163.00 | 163.000 | 0.000 | 0.000 | 53.70 | 0.00 | |||
| 0130 | CULVERT PIPE-24 INCH | 00464 | LF | 568.00 | 568.000 | 0.000 | 0.000 | 58.70 | 0.00 | |||
| 0140 | CULVERT PIPE-30 INCH | 00466 | LF | 201.00 | 201.000 | 0.000 | 0.000 | 72.50 | 0.00 | |||
| 0150 | CULVERT PIPE-36 INCH | 00468 | LF | 256.00 | 256.000 | 0.000 | 0.000 | 86.90 | 0.00 | |||
| 0160 | CULVERT PIPE-42 INCH | 00469 | LF | 265.00 | 265.000 | 0.000 | 0.000 | 104.85 | 0.00 | |||
| 0170 | CULVERT PIPE-48 INCH | 00470 | LF | 349.00 | 349.000 | 0.000 | 0.000 | 116.00 | 0.00 | |||
| 0180 | CULVERT PIPE-54 INCH | 00471 | LF | 165.00 | 165.000 | 0.000 | 0.000 | 137.50 | 0.00 | |||
| 0190 | STORM SEWER PIPE-18 INCH | 00522 | LF | 544.00 | 544.000 | 0.000 | 0.000 | 40.50 | 0.00 | |||
| 0200 | PERFORATED PIPE-6 INCH | 01001 | LF | 2,893.00 | 2,893.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0210 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 570.00 | 570.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0220 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0230 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0240 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0250 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,400.00 | 0.00 | |||
| 0260 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0270 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0280 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0290 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0300 | REMOVE PAVEMENT | 02091 | SQYD | 7,914.00 | 7,914.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0310 | TEMPORARY DITCH | 02159 | LF | 7,731.00 | 7,731.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0320 | ROADWAY EXCAVATION | 02200 | CUYD | 412,190.00 | 412,190.000 | 0.000 | 0.000 | 3.74 | 0.00 | |||
| 0330 | WATER | 02242 | MGAL | 293.00 | 293.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0340 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,137.50 | 3,137.500 | 0.000 | 0.000 | 16.35 | 0.00 | |||
| 0350 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0360 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0370 | REMOVE GUARDRAIL | 02381 | LF | 87.50 | 87.500 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0380 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0390 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0400 | WITNESS POST | 02432 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0410 | CHANNEL LINING CLASS II | 02483 | TON | 3,135.00 | 3,135.000 | 211.320 | 211.320 | 23.25 | 4,913.19 | |||
| 0420 | CHANNEL LINING CLASS III | 02484 | TON | 3,111.00 | 3,111.000 | 103.100 | 103.100 | 23.25 | 2,397.07 | |||
| 0430 | CLEARING AND GRUBBING 59 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 20,000.00 | 10,000.00 | |||
| 0440 | SIGNS | 02562 | SQFT | 752.00 | 752.000 | 200.000 | 200.000 | 8.00 | 1,600.00 | |||
| 0450 | EDGE KEY | 02585 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0460 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 7,256.00 | 7,256.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0470 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 8,890.00 | 8,890.000 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 0480 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0490 | LANE CLOSURE | 02653 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0500 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| 0510 | SAFELOADING | 02690 | CUYD | 34.00 | 34.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0520 | TEMPORARY SILT FENCE | 02701 | LF | 7,731.00 | 7,731.000 | 1,800.000 | 1,800.000 | 2.00 | 3,600.00 | |||
| 0530 | SILT TRAP TYPE A | 02703 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0540 | SILT TRAP TYPE B | 02704 | EACH | 35.00 | 35.000 | 1.000 | 6.000 | 7.000 | 300.00 | 300.00 | 2,100.00 | |
| 0550 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0560 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 70.00 | 70.000 | 4.000 | 0.000 | 4.000 | 100.00 | 400.00 | 400.00 | |
| 0570 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 15,462.00 | 15,462.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0580 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 0590 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0600 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0610 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0620 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 450.00 | 450.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0630 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,513.00 | 6,513.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0640 | TEMPORARY MULCH | 05952 | SQYD | 140,628.00 | 140,628.000 | 46,333.000 | 0.000 | 46,333.000 | 0.10 | 4,633.30 | 4,633.30 | |
| 0650 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 140,628.00 | 140,628.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0660 | TOPDRESSING FERTILIZER | 05966 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0670 | SEEDING AND PROTECTION | 05985 | SQYD | 103,214.00 | 103,214.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 0680 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 37,414.00 | 37,414.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0690 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 71,334.00 | 71,334.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0700 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 35,426.00 | 35,426.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0710 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 3,458.00 | 3,458.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 0720 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,458.00 | 3,458.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0730 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,458.00 | 3,458.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0740 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 193.00 | 193.000 | 0.000 | 0.000 | 23.50 | 0.00 | |||
| 0750 | CONCRETE-CLASS A | 08100 | CUYD | 61.36 | 61.360 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 4,056.00 | 4,056.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0770 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 45,032.00 | 45,032.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0780 | FUEL ADJUSTMENT | 10020NS | DOLL | 81,100.00 | 81,100.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0790 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 40,529.00 | 40,529.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0800 | MILLED RUMBLE STRIPS | 20314ED | LF | 15,462.00 | 15,462.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0810 | SILT TRAP TYPE C | 20496NS843 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0820 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0830 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0840 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 11,656.00 | 11,656.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE08804600769 | Fed/State Project Number | FD04 088 0460 005-007 | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0850 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 162,000.00 | 81,000.00 | |||
| 0860 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 81,800.92 | 0.00 | |||
| Project | DE08804600769 | Fed/State Project Number | FD04 088 0460 005-007 | Category | 0003 BRIDGE | |||||||
| 0870 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 530.00 | 530.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0880 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0890 | CONCRETE-CLASS A | 08100 | CUYD | 432.10 | 432.100 | 310.000 | 310.000 | 435.00 | 134,850.00 | |||
| 0900 | STEEL REINFORCEMENT | 08150 | LB | 51,946.00 | 51,946.000 | 31,200.000 | 31,200.000 | 0.65 | 20,280.00 | |||
| 0910 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| Project | DE08804600769 | Fed/State Project Number | FD04 088 0460 005-007 | Category | 0004 WATERLINE | |||||||
| 0920 | CONCRETE CAP | 02556 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0930 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | LF | 440.00 | 440.000 | 290.000 | 290.000 | 95.00 | 27,550.00 | |||
| 0940 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 44.00 | 44.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0950 | PLASTIC PIPE-1 1/2 INCH SERVICE LINE | 03371 | LF | 388.00 | 388.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0960 | PVC PIPE-6 INCH SDR-17 | 03385 | LF | 950.00 | 950.000 | 140.000 | 780.000 | 920.000 | 14.75 | 2,065.00 | 13,570.00 | |
| 0970 | PVC PIPE-8 INCH SDR-17 | 03387 | LF | 2,350.00 | 2,350.000 | 100.000 | 820.000 | 920.000 | 17.50 | 1,750.00 | 16,100.00 | |
| 0980 | PVC PIPE-8 INCH SDR-21 | 03387 | LF | 1,350.00 | 1,350.000 | 540.000 | 540.000 | 15.75 | 8,505.00 | |||
| 0990 | PVC PIPE-12 INCH | 03391 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 1000 | INSTALL WATER METER | 03430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 1010 | RECONNECT SERVICE | 03437 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 435.00 | 0.00 | |||
| 1020 | CAP AND BLOCK 8 INCH | 22869NN | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 1030 | TIE-IN 6 INCH | 03466 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 1040 | TIE-IN 8 INCH | 03468 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 1050 | VALVE-8 INCH GATE | 03498 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 985.00 | 0.00 | |||
| 1060 | GATE VALVE-6 INCH | 03526 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 650.00 | 650.00 | 650.00 | |
| 1070 | BEND 11.25 DEG 8 INCH | 03539 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1080 | BEND 22.50 DEG 8 INCH | 03546 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 275.00 | 550.00 | |||
| 1090 | TAPPING SLEEVE & VALVE 6 INCH | 03551 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,925.00 | 0.00 | |||
| 1100 | TAPPING SLEEVE & VALVE 8 INCH | 03551 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 2,450.00 | 4,900.00 | |||
| 1110 | BEND 45 DEG 6 INCH | 03554 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 275.00 | 275.00 | 275.00 | |
| 1120 | BEND 90 DEG 6 INCH | 03560 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1130 | BEND 45 DEG 8 INCH | 03563 | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 1140 | BEND 90 DEG 8 INCH | 03570 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 1150 | SERVICE LINE-3/4 IN | 20311EC | LF | 100.00 | 100.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1160 | ASPHALT ROADWAY REPLACEMENT | 20972ED | TON | 0.50 | 0.500 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1170 | DUCTILE IRON TEE-8 IN X 8 IN X 6 IN | 21402ND | EACH | 3.00 | 3.000 | 1.000 | 0.000 | 1.000 | 325.00 | 325.00 | 325.00 | |
| 1180 | CRUSHED STONE FILL FOR PIPELINE TRENCH | 22087EN | TON | 60.00 | 60.000 | 27.210 | 27.210 | 17.00 | 462.57 | |||
| 1190 | CAP AND BLOCK-6 IN | 22605NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| SUBTOT | $10,398.30 |
$352,678.735 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||