|
ContID 071218 EST NO 0014 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071218 | Estimate Number | 0014 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09317) Gillum, Brian S., P.E. | ||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | MARS ADDR SN 4 | |||||
| PO BOX 308 | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE103051906W1 | ||||||
| Project No. | FD04 103 0519 007-010 | ||||||
| Primary County | ROWAN | ||||||
| Name of Road | WEST LIBERTY-MOREHEAD ROAD (KY 519) | ||||||
| Description | RECONSTRUCT FROM 0.5 MILES SOUTH OF WARREN BRANCH TO US 60 BYPASS | ||||||
| Date Let | 04/20/2007 | Formal Acceptance | |||||
| Date Awarded | 04/30/2007 | Date Work Began | 07/25/2007 | ||||
| Date Contract Executed | 05/09/2007 | Open To Traffic | |||||
| Date NTP Issued | 05/09/2007 | Actual Completion Date | |||||
| Current Contract Amount | $10,593,803.88 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,579,803.88 |
Total Earnings | $2,456,006.57 |
$2,405,033.76 |
$50,972.81 |
|
| Percent Complete | 24.01 |
Stockpiled Materials | $87,183.94 |
$0.00 |
$87,183.94 |
|
| Funds Available | $8,050,613.37 |
Gross Earnings | $2,543,190.51 |
$2,405,033.76 |
$0.00 |
|
| Total Change Orders | $14,000.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,543,190.51 |
$2,405,033.76 |
138,156.75 |
|||
| Contract Id | 071218 | Change Order Summary |
County | ROWAN | ||||||
| Estimate Nbr | 0014 | Project Number | FD04 103 0519 007-010 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 01/11/2008 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Variable Message Board | Approved | 01/28/2008 | $14,000.00 | 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 | 071218 | COMMONWEALTH OF KENTUCKY |
County | ROWAN | ||||||
| Contract Type | ASBR ASPHALT SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE103051906W1 | ||||||
| Estimate Nbr | 0014 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
| Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | 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 | 00003M | MTON | 40,119.00 | 40,119.000 | 0.000 | 0.000 | 20.75 | 0.00 | ||
| 0020 | TRAFFIC BOUND BASE | 00020M | MTON | 557.00 | 557.000 | 138.920 | 768.320 | 907.240 | 22.00 | 3,056.24 | 19,959.28 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 236.00 | 236.000 | 0.000 | 0.000 | 79.50 | 0.00 | ||
| 0040 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 1,634.00 | 1,634.000 | 0.000 | 0.000 | 67.75 | 0.00 | ||
| 0050 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | MTON | 31,217.00 | 31,217.000 | 0.000 | 0.000 | 62.95 | 0.00 | ||
| 0060 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | MTON | 6,750.00 | 6,750.000 | 0.000 | 0.000 | 67.75 | 0.00 | ||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 29.00 | 29.000 | 0.000 | 0.000 | 550.00 | 0.00 | ||
| 0080 | CL2 ASPH SURF 9.50D PG64-22 | 00301M | MTON | 2,480.00 | 2,480.000 | 0.000 | 0.000 | 69.50 | 0.00 | ||
| 0090 | CL2 ASPH SURF 9.50B PG64-22 | 00307M | MTON | 2,715.00 | 2,715.000 | 0.000 | 0.000 | 72.50 | 0.00 | ||
| 0100 | ENTRANCE PIPE-375 MM | 00440M | M | 126.51 | 126.510 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0110 | ENTRANCE PIPE-450 MM | 00441M | M | 160.47 | 160.470 | 0.000 | 0.000 | 135.00 | 0.00 | ||
| 0120 | ENTRANCE PIPE-525 MM | 00442M | M | 18.91 | 18.910 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 0130 | ENTRANCE PIPE-600 MM | 00443M | M | 46.32 | 46.320 | 0.000 | 0.000 | 160.00 | 0.00 | ||
| 0140 | ENTRANCE PIPE-750 MM | 00445M | M | 16.46 | 16.460 | 0.000 | 0.000 | 190.00 | 0.00 | ||
| 0150 | ENTRANCE PIPE-900 MM | 00447M | M | 9.14 | 9.140 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 0160 | ENTRANCE PIPE-375 MM EQUIV | 00450M | M | 51.74 | 51.740 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 0170 | CULVERT PIPE-375 MM | 00461M | M | 44.82 | 44.820 | 0.000 | 0.000 | 195.00 | 0.00 | ||
| 0180 | CULVERT PIPE-450 MM | 00462M | M | 81.81 | 81.810 | 0.000 | 0.000 | 215.00 | 0.00 | ||
| 0190 | CULVERT PIPE-600 MM | 00464M | M | 156.71 | 156.710 | 0.000 | 0.000 | 420.00 | 0.00 | ||
| 0200 | CULVERT PIPE-750 MM | 00466M | M | 46.02 | 46.020 | 0.000 | 0.000 | 430.00 | 0.00 | ||
| 0210 | CULVERT PIPE-900 MM | 00468M | M | 39.92 | 39.920 | 0.000 | 0.000 | 645.00 | 0.00 | ||
| 0220 | CULVERT PIPE-1050 MM | 00469M | M | 43.89 | 43.890 | 0.000 | 0.000 | 355.00 | 0.00 | ||
| 0230 | CULVERT PIPE-1200 MM | 00470M | M | 57.00 | 57.000 | 0.000 | 0.000 | 540.00 | 0.00 | ||
| 0240 | CULVERT PIPE-1350 MM | 00471M | M | 20.57 | 20.570 | 0.000 | 0.000 | 770.00 | 0.00 | ||
| 0250 | CULVERT PIPE-375 MM EQUIV | 00490M | M | 14.17 | 14.170 | 0.000 | 0.000 | 225.00 | 0.00 | ||
| 0260 | STORM SEWER PIPE-450 MM | 00522M | M | 58.40 | 58.400 | 0.000 | 0.000 | 160.00 | 0.00 | ||
| 0270 | STORM SEWER PIPE-600 MM | 00524M | M | 46.48 | 46.480 | 0.000 | 0.000 | 315.00 | 0.00 | ||
| 0280 | STORM SEWER PIPE-900 MM | 00528M | M | 177.50 | 177.500 | 0.000 | 0.000 | 325.00 | 0.00 | ||
| 0290 | SLOTTED DRAIN PIPE-375 MM | 00981M | M | 18.30 | 18.300 | 0.000 | 0.000 | 575.00 | 0.00 | ||
| 0300 | SLOTTED DRAIN PIPE-600 MM | 00984M | M | 18.29 | 18.290 | 0.000 | 0.000 | 675.00 | 0.00 | ||
| 0310 | SLOPED BOX OUTLET TY 1-375 MM | 01432M | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | ||
| 0320 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | ||
| 0330 | S & F BOX INLET-OUTLET-450 MM | 01450M | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | ||
| 0340 | S & F BOX INLET-OUTLET-600 MM | 01451M | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | ||
| 0350 | S & F BOX INLET-OUTLET-900 MM | 01453M | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 6,300.00 | 0.00 | ||
| 0360 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | ||
| 0370 | DROP BOX INLET TYPE 5F | 01517 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | ||
| 0380 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | ||
| 0390 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | ||
| 0400 | JUNCTION BOX-450 MM | 01642M | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | ||
| 0410 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | ||
| 0420 | ISLAND CURB AND GUTTER | 01825M | M | 62.00 | 62.000 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 0430 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 375.00 | 0.00 | ||
| 0440 | JPC PAVEMENT-250 MM | 02069M | SQ M | 852.00 | 852.000 | 0.000 | 0.000 | 90.00 | 0.00 | ||
| 0450 | JPC PAVEMENT-250 MM SHLD | 02083M | SQ M | 218.00 | 218.000 | 0.000 | 0.000 | 90.00 | 0.00 | ||
| 0460 | REMOVE PAVEMENT | 02091M | SQ M | 1,132.00 | 1,132.000 | 0.000 | 0.000 | 4.00 | 0.00 | ||
| 0470 | REMOVE PAVEMENT | 02091M | SQ M | 1,071.00 | 1,071.000 | 0.000 | 0.000 | 4.00 | 0.00 | ||
| 0480 | TEMPORARY DITCH | 02159M | M | 4,120.00 | 4,120.000 | 0.000 | 0.000 | 4.50 | 0.00 | ||
| 0490 | ROADWAY EXCAVATION | 02200M | CU M | 87,269.00 | 87,269.000 | 1,285.000 | 15,293.000 | 16,578.000 | 12.30 | 15,805.50 | 203,909.40 |
| 0500 | GRANULAR EMBANKMENT | 02223M | CU M | 1,691.00 | 1,691.000 | 1,691.000 | 1,691.000 | 32.00 | 54,112.00 | ||
| 0510 | WATER | 02242M | CU M | 12,360.00 | 12,360.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0520 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 1,294.00 | 1,294.000 | 0.000 | 0.000 | 55.00 | 0.00 | ||
| 0530 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0540 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | ||
| 0550 | REMOVE GUARDRAIL | 02381M | M | 442.50 | 442.500 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 0560 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | ||
| 0570 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 143.00 | 143.000 | 0.000 | 0.000 | 80.00 | 0.00 | ||
| 0580 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 72.00 | 72.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0590 | CHANNEL LINING CLASS II | 02483M | MTON | 1,647.00 | 1,647.000 | 792.110 | 792.110 | 24.00 | 19,010.64 | ||
| 0600 | CHANNEL LINING CLASS III | 02484M | MTON | 1,831.00 | 1,831.000 | 70.090 | 70.090 | 24.00 | 1,682.16 | ||
| 0610 | CLEARING AND GRUBBING 21.8 HECTARES | 02545 | LS | 1.00 | 1.000 | 0.100 | 0.700 | 0.800 | 110,000.00 | 11,000.00 | 88,000.00 |
| 0620 | SIGNS | 02562M | SQ M | 45.00 | 45.000 | 23.500 | 23.500 | 85.00 | 1,997.50 | ||
| 0630 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 1,438.00 | 1,438.000 | 1,496.000 | 1,496.000 | 2.20 | 3,291.20 | ||
| 0640 | FABRIC-GEOTEXTILE TYPE III | 02598M | SQ M | 1,440.00 | 1,440.000 | 0.000 | 0.000 | 1.90 | 0.00 | ||
| 0650 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.150 | 0.150 | 200,000.00 | 30,000.00 | ||
| 0660 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 1.00 | 2.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | ||
| 0670 | SAFELOADING | 02690M | CU M | 6.70 | 6.700 | 0.000 | 0.000 | 325.00 | 0.00 | ||
| 0680 | TEMPORARY SILT FENCE | 02701M | M | 4,734.00 | 4,734.000 | 61.000 | 1,402.900 | 1,463.900 | 8.00 | 488.00 | 11,711.20 |
| 0690 | SILT TRAP TYPE A | 02703 | EACH | 20.00 | 20.000 | 9.000 | 9.000 | 285.00 | 2,565.00 | ||
| 0700 | SILT TRAP TYPE B | 02704 | EACH | 115.00 | 115.000 | 5.000 | 18.000 | 23.000 | 265.00 | 1,325.00 | 6,095.00 |
| 0710 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 40.00 | 40.000 | 2.000 | 2.000 | 70.00 | 140.00 | ||
| 0720 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 115.00 | 115.000 | 4.000 | 4.000 | 70.00 | 280.00 | ||
| 0730 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 9,468.00 | 9,468.000 | 0.000 | 0.000 | 3.00 | 0.00 | ||
| 0740 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.150 | 0.150 | 125,000.00 | 18,750.00 | ||
| 0750 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | ||
| 0760 | REMOVE STRUCTURE STA. 103+700 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 24,200.00 | 0.00 | ||
| 0770 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0780 | CONCRETE BARRIER WALL TYPE 230T | 03171M | M | 36.00 | 36.000 | 0.000 | 0.000 | 110.00 | 0.00 | ||
| 0790 | EROSION CONTROL BLANKET | 05950M | SQ M | 10,957.00 | 10,957.000 | 0.000 | 0.000 | 1.40 | 0.00 | ||
| 0800 | TEMPORARY MULCH | 05952M | SQ M | 134,144.00 | 134,144.000 | 0.000 | 0.000 | 0.13 | 0.00 | ||
| 0810 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 14,700.00 | 14,700.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 0820 | SEEDING AND PROTECTION | 05985M | SQ M | 134,144.00 | 134,144.000 | 0.000 | 0.000 | 0.39 | 0.00 | ||
| 0830 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 8,259.00 | 8,259.000 | 0.000 | 0.000 | 0.22 | 0.00 | ||
| 0840 | SODDING | 05990M | SQ M | 2,156.00 | 2,156.000 | 0.000 | 0.000 | 4.80 | 0.00 | ||
| 0850 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 8,242.00 | 8,242.000 | 0.000 | 0.000 | 0.61 | 0.00 | ||
| 0860 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 16,484.00 | 16,484.000 | 0.000 | 0.000 | 0.60 | 0.00 | ||
| 0870 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 8,242.00 | 8,242.000 | 0.000 | 0.000 | 3.95 | 0.00 | ||
| 0880 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 8,242.00 | 8,242.000 | 0.000 | 0.000 | 3.95 | 0.00 | ||
| 0890 | CONCRETE-CLASS A | 08100M | CU M | 95.15 | 95.150 | 0.000 | 0.000 | 1,000.00 | 0.00 | ||
| 0900 | STEEL REINFORCEMENT | 08150M | KG | 3,596.30 | 3,596.300 | 0.000 | 0.000 | 2.30 | 0.00 | ||
| 0910 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 99,300.00 | 99,300.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0920 | FUEL ADJUSTMENT | 10020NS | DOLL | 17,383.00 | 17,383.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0930 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 29,700.00 | 29,700.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0940 | SILT TRAP TYPE C | 20496NS843 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 275.00 | 550.00 | ||
| 0950 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0960 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 185.00 | 0.00 | ||
| 0970 | EDGE KEY | 20992MD | M | 40.30 | 40.300 | 0.000 | 0.000 | 275.00 | 0.00 | ||
| 0980 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21435MS214 | SQ M | 76.00 | 76.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0990 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,000.00 | 0.00 | ||
| 1000 | CURB BOX INLET TYPE B MODIFIED | 21546ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,350.00 | 0.00 | ||
| 1010 | PRECAST RCBC-1800MM X 1200MM STA. 1+231 | 21792MN | M | 20.73 | 20.730 | 0.000 | 0.000 | 800.00 | 0.00 | ||
| 1020 | PRECAST RCBC-1800MM X 1200MM STA. 100+816 | 21792MN | M | 24.38 | 24.380 | 0.000 | 0.000 | 800.00 | 0.00 | ||
| 1030 | PRECAST RCBC-2100MM X 1200MM STA. 101+427 | 21794MN | M | 28.04 | 28.040 | 0.000 | 0.000 | 850.00 | 0.00 | ||
| 1040 | PRECAST RCBC-2100MM X 1200MM STA. 101+816 | 21794MN | M | 23.16 | 23.160 | 0.000 | 0.000 | 850.00 | 0.00 | ||
| 1050 | PRECAST RCBC-2100MM X 1200MM STA. 103+960 | 21794MN | M | 48.77 | 48.770 | 0.000 | 0.000 | 850.00 | 0.00 | ||
| 1060 | AS-BUILT PLANS | 22048NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | ||
| 1080 | PRECAST RCBC 3900MM X 1800MM | 22142MD | M | 24.07 | 24.070 | 0.000 | 0.000 | 1,600.00 | 0.00 | ||
| 2500 | PERMANENT SIGNAGE | 22436MN | SQ M | 50.00 | 50.000 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 8001 | EW~ Temporary Concrete Barrier Wall | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | ||
| Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0002 BRIDGE | ||||||
| 1090 | MASONRY COATING | 02998M | SQ M | 605.00 | 605.000 | 0.000 | 0.000 | 23.50 | 0.00 | ||
| 1100 | ARMORED EDGE FOR CONCRETE | 03299M | M | 41.40 | 41.400 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 1110 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 72.00 | 72.000 | 197.000 | 197.000 | 130.00 | 25,610.00 | ||
| 1120 | FOUNDATION PREPARATION 25658 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | ||
| 1130 | CONCRETE-CLASS A | 08100M | CU M | 738.20 | 738.200 | 738.200 | 738.200 | 490.00 | 361,718.00 | ||
| 1140 | CONCRETE-CLASS AA | 08104M | CU M | 105.70 | 105.700 | 0.000 | 0.000 | 745.00 | 0.00 | ||
| 1150 | STEEL REINFORCEMENT | 08150M | KG | 44,397.00 | 44,397.000 | 44,397.000 | 44,397.000 | 1.25 | 55,496.25 | ||
| 1160 | STEEL REINF-EPOXY COATED | 08151M | KG | 12,787.00 | 12,787.000 | 0.000 | 0.000 | 2.25 | 0.00 | ||
| 1170 | PRECAST PC I BEAM TYPE 2 | 08632M | M | 121.60 | 121.600 | 121.600 | 121.600 | 690.00 | 83,904.00 | ||
| Project | DE103051906W1 | Fed/State Project Number | FD04 103 0519 007-010 | Category | 0003 WATERLINE | ||||||
| 1180 | STEEL ENCASEMENT PIPE-100 MM OPEN CUT | 01061M | M | 13.00 | 13.000 | 6.100 | 6.100 | 130.00 | 793.00 | ||
| 1190 | STEEL ENCASEMENT PIPE-150 MM OPEN CUT | 01063M | M | 18.00 | 18.000 | 0.000 | 0.000 | 135.00 | 0.00 | ||
| 1200 | STEEL ENCASEMENT PIPE-200 MM OPEN CUT | 01065M | M | 235.00 | 235.000 | 192.100 | 192.100 | 155.00 | 29,775.50 | ||
| 1210 | STEEL ENCASEMENT PIPE-200 MM OPEN CUT W/CONC. CAP | 01065M | M | 18.00 | 18.000 | 12.200 | 12.200 | 180.00 | 2,196.00 | ||
| 1220 | PVC PIPE-19 MM | 03379M | M | 200.00 | 200.000 | 146.400 | 40.300 | 186.700 | 14.00 | 2,049.60 | 2,613.80 |
| 1230 | PVC PIPE-25 MM | 03380M | M | 200.00 | 200.000 | 59.700 | 112.200 | 171.900 | 14.15 | 844.75 | 2,432.38 |
| 1240 | PVC PIPE-75 MM | 03382M | M | 267.00 | 267.000 | 30.500 | 114.050 | 144.550 | 18.00 | 549.00 | 2,601.90 |
| 1250 | PVC PIPE-100 MM | 03383M | M | 2,976.00 | 2,976.000 | -1.500 | 2,740.870 | 2,739.370 | 21.00 | -31.50 | 57,526.77 |
| 1260 | PVC PIPE-200 MM | 03387M | M | 55.00 | 55.000 | 54.900 | 0.000 | 54.900 | 30.00 | 1,647.00 | 1,647.00 |
| 1270 | WATER LINE-50 MM | 03411M | M | 100.00 | 100.000 | 6.100 | 173.200 | 179.300 | 16.10 | 98.21 | 2,886.73 |
| 1280 | REMOVE AND RELOCATE METER | < | |||||||||