|
ContID 071126 EST NO 0010 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071126 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09316) Cropper, Travis M., P.E. | ||||||
| Contractor | H G MAYS CORPORATION | MARS ADDR SN 0 | |||||
| BOX 797 | |||||||
| FRANKFORT , KY , 40602 | |||||||
| Pay Period | 12/15/2007 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE03500320726 | ||||||
| Project No. | FD04 035 0032 009-011 | ||||||
| Primary County | FLEMING | ||||||
| Name of Road | CARLISLE-FLEMINGSBURG ROAD (KY 32) | ||||||
| Description | IMPROVE KY 32 FROM FLEMINGSBURG BYPASS TO 500 FEET PAST THE FLEMING COUNTY HIGH SCHOOL | ||||||
| Date Let | 05/25/2007 | Formal Acceptance | |||||
| Date Awarded | 06/05/2007 | Date Work Began | 08/10/2007 | ||||
| Date Contract Executed | 06/22/2007 | Open To Traffic | |||||
| Date NTP Issued | 06/22/2007 | Actual Completion Date | |||||
| Current Contract Amount | $3,634,267.94 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,589,768.94 |
Total Earnings | $488,658.37 |
$483,019.57 |
$5,638.80 |
|
| Percent Complete | 13.86 |
Stockpiled Materials | $14,886.33 |
$0.00 |
$14,886.33 |
|
| Funds Available | $3,130,723.24 |
Gross Earnings | $503,544.70 |
$483,019.57 |
$0.00 |
|
| Total Change Orders | $44,499.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $503,544.70 |
$483,019.57 |
20,525.13 |
|||
| Contract Id | 071126 | Change Order Summary |
County | FLEMING | ||||||
| Estimate Nbr | 0010 | Project Number | FD04 035 0032 009-011 | |||||||
| Contractor | H G MAYS CORPORATION | Period | 12/15/2007 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Bore and Jack, Temp. Pump Around | Approved | 12/03/2007 | $44,499.00 | 2.0 | |||||
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 | 071126 | COMMONWEALTH OF KENTUCKY |
County | FLEMING | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE03500320726 | ||||||
| Estimate Nbr | 0010 | Period | 12/15/2007 TO 01/25/2008 | |||||||
| Contractor | H G MAYS CORPORATION | |||||||||
| Project | DE03500320726 | Fed/State Project Number | FD04 035 0032 009-011 | 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 | 7,373.00 | 7,373.000 | 0.000 | 0.000 | 21.74 | 0.00 | ||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 252.00 | 252.000 | 551.680 | 551.680 | 17.75 | 9,792.32 | ||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 15,101.00 | 15,101.000 | 0.000 | 0.000 | 18.58 | 0.00 | ||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 18.58 | 0.00 | ||
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,018.00 | 1,018.000 | 0.000 | 0.000 | 56.12 | 0.00 | ||
| 0070 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 2,066.00 | 2,066.000 | 0.000 | 0.000 | 47.95 | 0.00 | ||
| 0080 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 8,650.00 | 8,650.000 | 0.000 | 0.000 | 47.95 | 0.00 | ||
| 0090 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.30 | 1.300 | 0.000 | 0.000 | 750.00 | 0.00 | ||
| 0100 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 2,203.00 | 2,203.000 | 0.000 | 0.000 | 56.12 | 0.00 | ||
| 0110 | ENTRANCE PIPE-15 INCH | 00440 | LF | 254.00 | 254.000 | 0.000 | 0.000 | 38.30 | 0.00 | ||
| 0120 | ENTRANCE PIPE-24 INCH | 00443 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 51.50 | 0.00 | ||
| 0130 | CULVERT PIPE-18 INCH | 00462 | LF | 162.00 | 162.000 | 0.000 | 0.000 | 65.05 | 0.00 | ||
| 0140 | CULVERT PIPE-24 INCH | 00464 | LF | 93.00 | 93.000 | 0.000 | 0.000 | 82.26 | 0.00 | ||
| 0150 | CULVERT PIPE-36 INCH | 00468 | LF | 91.00 | 91.000 | 0.000 | 0.000 | 72.75 | 0.00 | ||
| 0160 | CULVERT PIPE-30 INCH EQUIV | 00494 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 128.58 | 0.00 | ||
| 0170 | STORM SEWER PIPE-12 INCH | 00520 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 44.15 | 0.00 | ||
| 0180 | STORM SEWER PIPE-15 INCH | 00521 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 60.75 | 0.00 | ||
| 0190 | STORM SEWER PIPE-18 INCH | 00522 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 80.73 | 0.00 | ||
| 0200 | STORM SEWER PIPE-24 INCH | 00524 | LF | 53.00 | 53.000 | 0.000 | 0.000 | 57.50 | 0.00 | ||
| 0210 | STORM SEWER PIPE-30 INCH | 00526 | LF | 553.00 | 553.000 | 0.000 | 0.000 | 78.44 | 0.00 | ||
| 0220 | STORM SEWER PIPE-36 INCH | 00528 | LF | 256.00 | 256.000 | 0.000 | 0.000 | 74.50 | 0.00 | ||
| 0230 | SLOTTED DRAIN PIPE-12 INCH | 00980 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 120.50 | 0.00 | ||
| 0240 | PERFORATED PIPE-6 INCH | 01001 | LF | 241.00 | 241.000 | 0.000 | 0.000 | 9.69 | 0.00 | ||
| 0250 | PERFORATED PIPE-6 INCH | 01001 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 9.69 | 0.00 | ||
| 0260 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0270 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 540.00 | 0.00 | ||
| 0280 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 780.00 | 0.00 | ||
| 0290 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | ||
| 0300 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | ||
| 0310 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | ||
| 0320 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | ||
| 0330 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | ||
| 0340 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | ||
| 0350 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | ||
| 0360 | CURB BOX INLET TYPE A | 01456 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | ||
| 0370 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | ||
| 0380 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | ||
| 0390 | DROP BOX INLET TYPE 3 | 01496 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | ||
| 0400 | DROP BOX INLET TYPE 4 MODIFIED | 01500 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | ||
| 0410 | DROP BOX INLET TYPE 6D | 01529 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | ||
| 0420 | DROP BOX INLET TYPE 16G | 01581 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | ||
| 0430 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | ||
| 0440 | STANDARD CURB AND GUTTER | 01810 | LF | 2,148.00 | 2,148.000 | 0.000 | 0.000 | 27.00 | 0.00 | ||
| 0450 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0460 | LIP CURB AND GUTTER | 01820 | LF | 582.00 | 582.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0470 | ISLAND CURB AND GUTTER | 01825 | LF | 1,408.00 | 1,408.000 | 0.000 | 0.000 | 27.00 | 0.00 | ||
| 0480 | STANDARD HEADER CURB | 01875 | LF | 204.00 | 204.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0490 | REMOVE CONCRETE MEDIAN | 02006 | LF | 769.00 | 769.000 | 0.000 | 0.000 | 9.88 | 0.00 | ||
| 0500 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 483.00 | 483.000 | 0.000 | 0.000 | 80.00 | 0.00 | ||
| 0510 | TEMPORARY DITCH | 02159 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 2.03 | 0.00 | ||
| 0520 | DITCHING | 02237 | LF | 445.00 | 445.000 | 0.000 | 0.000 | 5.09 | 0.00 | ||
| 0530 | WATER | 02242 | MGAL | 400.00 | 400.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0540 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 23.70 | 0.00 | ||
| 0550 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 51.15 | 0.00 | ||
| 0560 | REMOVE GUARDRAIL | 02381 | LF | 333.00 | 333.000 | 0.000 | 0.000 | 1.65 | 0.00 | ||
| 0570 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 73.60 | 0.00 | ||
| 0580 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | ||
| 0590 | CHANNEL LINING CLASS II | 02483 | TON | 518.70 | 518.700 | 0.000 | 0.000 | 24.25 | 0.00 | ||
| 0600 | CHANNEL LINING CLASS III | 02484 | TON | 502.10 | 502.100 | 0.000 | 0.000 | 29.29 | 0.00 | ||
| 0610 | CLEARING AND GRUBBING 10.05 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,590.00 | 0.00 | ||
| 0620 | SIGNS | 02562 | SQFT | 999.00 | 999.000 | 284.000 | 284.000 | 7.50 | 2,130.00 | ||
| 0630 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 2,030.00 | 2,030.000 | 0.000 | 0.000 | 1.62 | 0.00 | ||
| 0640 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 50,696.00 | 50,696.000 | 0.000 | 0.000 | 1.62 | 0.00 | ||
| 0650 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,505.00 | 0.00 | ||
| 0660 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | ||
| 0670 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 34.90 | 34.900 | 0.000 | 0.000 | 138.00 | 0.00 | ||
| 0680 | SAFELOADING | 02690 | CUYD | 21.66 | 21.660 | 0.000 | 0.000 | 155.60 | 0.00 | ||
| 0690 | TEMPORARY SILT FENCE | 02701 | LF | 1,140.00 | 1,140.000 | 225.000 | 225.000 | 2.25 | 506.25 | ||
| 0700 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 0710 | SILT TRAP TYPE B | 02704 | EACH | 65.00 | 65.000 | 1.000 | 1.000 | 185.00 | 185.00 | ||
| 0720 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0730 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 195.00 | 195.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0740 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,286.00 | 2,286.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 0750 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 1,811.00 | 1,811.000 | 0.000 | 0.000 | 48.00 | 0.00 | ||
| 0760 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 59,000.00 | 11,800.00 | ||
| 0770 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,855.00 | 0.00 | ||
| 0780 | FLASHING ARROW | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0790 | EROSION CONTROL BLANKET | 05950 | SQYD | 880.00 | 880.000 | 0.000 | 0.000 | 1.25 | 0.00 | ||
| 0800 | TEMPORARY MULCH | 05952 | SQYD | 3,310.00 | 3,310.000 | 0.000 | 0.000 | 0.14 | 0.00 | ||
| 0810 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,310.00 | 3,310.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 0820 | SEEDING AND PROTECTION | 05985 | SQYD | 6,620.00 | 6,620.000 | 0.000 | 0.000 | 0.27 | 0.00 | ||
| 0830 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 261.00 | 261.000 | 0.000 | 0.000 | 0.21 | 0.00 | ||
| 0840 | SODDING | 05990 | SQYD | 13,120.00 | 13,120.000 | 0.000 | 0.000 | 3.96 | 0.00 | ||
| 0850 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 77,546.00 | 77,546.000 | 0.000 | 0.000 | 0.09 | 0.00 | ||
| 0860 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 29,530.00 | 29,530.000 | 0.000 | 0.000 | 0.11 | 0.00 | ||
| 0870 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 11,035.00 | 11,035.000 | 0.000 | 0.000 | 1.40 | 0.00 | ||
| 0880 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 13,646.00 | 13,646.000 | 0.000 | 0.000 | 1.95 | 0.00 | ||
| 0890 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,250.00 | 2,250.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0900 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,625.00 | 1,625.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0910 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 1,184.00 | 1,184.000 | 0.000 | 0.000 | 4.95 | 0.00 | ||
| 0920 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 2,110.00 | 2,110.000 | 0.000 | 0.000 | 0.75 | 0.00 | ||
| 0930 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 85.00 | 0.00 | ||
| 0940 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 85.00 | 0.00 | ||
| 0950 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 95.00 | 0.00 | ||
| 0960 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 125.00 | 125.000 | 0.000 | 0.000 | 4.75 | 0.00 | ||
| 0970 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 24.00 | 0.00 | ||
| 0980 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 199.00 | 199.000 | 0.000 | 0.000 | 24.00 | 0.00 | ||
| 0990 | CONCRETE-CLASS A | 08100 | CUYD | 29.39 | 29.390 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1000 | STEEL REINFORCEMENT | 08150 | LB | 3,722.00 | 3,722.000 | 0.000 | 0.000 | 6.01 | 0.00 | ||
| 1010 | STEEL REINFORCEMENT CURB ANCHOR ONLY | 08150 | LB | 84.00 | 84.000 | 0.000 | 0.000 | 3.00 | 0.00 | ||
| 1020 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 27,876.00 | 27,876.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1030 | FUEL ADJUSTMENT | 10020NS | DOLL | 15,024.00 | 15,024.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 25,088.00 | 25,088.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1050 | SILT TRAP TYPE C | 20496NS843 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 1060 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 1070 | SAWCUT PAVEMENT | 20550ND | LF | 496.00 | 496.000 | 0.000 | 0.000 | 2.80 | 0.00 | ||
| 1080 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 1090 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 530.00 | 530.000 | 0.000 | 0.000 | 5.80 | 0.00 | ||
| 1100 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 2,285.00 | 2,285.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 1110 | EMBANKMENT AA2 | 21553EN | CUYD | 17,990.00 | 17,990.000 | 0.000 | 0.000 | 9.77 | 0.00 | ||
| 1120 | EXCAVATION AA1 | 21554EN | CUYD | 19,328.00 | 19,328.000 | 0.000 | 0.000 | 7.26 | 0.00 | ||
| 1130 | METAL END SECTION TY 3-30 IN (EQUIV) | 21588NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,385.00 | 0.00 | ||
| 1140 | MILLING CONCRETE PAVEMENT | 21722EN | TON | 6.20 | 6.200 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 1150 | DRILL PAVEMENT - 1 IN BORING | 22109ED | LF | 15.75 | 15.750 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 1160 | DIRECTIONAL BORE-36 IN | 22448EN | LF | 51.00 | 51.000 | 0.000 | 0.000 | 555.00 | 0.00 | ||
| Project | DE03500320726 | Fed/State Project Number | FD04 035 0032 009-011 | Category | 0002 WATERLINE | ||||||
| 1170 | STEEL ENCASEMENT PIPE-10 INCH | 01067 | LF | 959.00 | 959.000 | 813.000 | 813.000 | 140.00 | 113,820.00 | ||
| 1180 | FIRE HYDRANT | 02606 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | ||
| 1190 | PVC PIPE-6 INCH | 03385 | LF | 4,948.00 | 4,948.000 | 4,843.000 | 4,843.000 | 21.00 | 101,703.00 | ||
| 1200 | INSTALL WATER METER | 03430 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 700.00 | 5,600.00 | ||
| 1210 | INSTALL WATER METER 2" | 03430 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | ||
| 1220 | RECONNECT SERVICE | 03437 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 400.00 | 800.00 | ||
| 1230 | GATE VALVE-6 INCH | 03526 | EACH | 17.00 | 17.000 | 21.000 | 21.000 | 750.00 | 15,750.00 | ||
| 1240 | BEND 11.25 DEG 6 INCH | 03538 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 210.00 | 420.00 | ||
| 1250 | BEND 22.50 DEG 6 INCH | 03545 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 210.00 | 840.00 | ||
| 1260 | CUT & CAP EXIST WATER MAIN | 03550 | EACH | 14.00 | 14.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | ||
| 1270 | BEND 45 DEG 6 INCH | 03554 | EACH | 10.00 | 10.000 | 15.000 | 15.000 | 210.00 | 3,150.00 | ||
| 1280 | BEND 90 DEG 6 INCH | 03560 | EACH | 12.00 | 12.000 | 8.000 | 8.000 | 210.00 | 1,680.00 | ||
| 1290 | CONNECT TO WATER MAIN | 20081MC | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 1,500.00 | 16,500.00 | ||
| 1300 | SERVICE LINE-3/4 IN | 20311EC | LF | 483.00 | 483.000 | 427.000 | 427.00 | ||||