|
ContID 071125 EST NO 0011 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071125 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09317) Gillum, Brian S., P.E. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | MARS ADDR SN 2 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE03200070725 | ||||||
| Project No. | FD04 032 0007 007-009 | ||||||
| Primary County | ELLIOTT | ||||||
| Name of Road | SANDY HOOK-GRAYSON ROAD (KY 7) | ||||||
| Description | RELOCATIONS OF KY 7 FROM 0.2 MILE NW OF KY 32/KY 7 INTERSECTION IN SANDY HOOK, N. TO 0.8 MILE S. OF KY 557 | ||||||
| Date Let | 05/25/2007 | Formal Acceptance | |||||
| Date Awarded | 06/05/2007 | Date Work Began | 07/20/2007 | ||||
| Date Contract Executed | 06/12/2007 | Open To Traffic | |||||
| Date NTP Issued | 06/12/2007 | Actual Completion Date | |||||
| Current Contract Amount | $9,899,184.48 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,899,184.48 |
Total Earnings | $2,079,287.83 |
$1,990,804.08 |
$88,483.75 |
|
| Percent Complete | 21.00 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $7,819,896.65 |
Gross Earnings | $2,079,287.83 |
$1,990,804.08 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,079,287.83 |
$1,990,804.08 |
88,483.75 |
|||
| Contract Id | 071125 | Change Order Summary |
County | ELLIOTT | ||||||
| Estimate Nbr | 0011 | Project Number | FD04 032 0007 007-009 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 01/11/2008 TO 01/25/2008 | |||||||
| 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 | 071125 | COMMONWEALTH OF KENTUCKY |
County | ELLIOTT | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE03200070725 | ||||||
| Estimate Nbr | 0011 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE03200070725 | Fed/State Project Number | FD04 032 0007 007-009 | Category | 0003 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 | 16,707.00 | 16,707.000 | 0.000 | 0.000 | 21.50 | 0.00 | ||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 28.30 | 0.00 | ||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 79.00 | 0.00 | ||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 120.00 | 0.00 | ||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 22,933.00 | 22,933.000 | 0.000 | 0.000 | 56.50 | 0.00 | ||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 7.60 | 7.600 | 0.000 | 0.000 | 600.00 | 0.00 | ||
| 0070 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 3,556.00 | 3,556.000 | 0.000 | 0.000 | 68.50 | 0.00 | ||
| 0080 | ENTRANCE PIPE-15 INCH | 00440 | LF | 707.00 | 707.000 | 0.000 | 0.000 | 67.00 | 0.00 | ||
| 0090 | ENTRANCE PIPE-18 INCH | 00441 | LF | 214.00 | 214.000 | 0.000 | 0.000 | 74.00 | 0.00 | ||
| 0100 | ENTRANCE PIPE-24 INCH | 00443 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 112.00 | 0.00 | ||
| 0110 | CULVERT PIPE-15 INCH | 00461 | LF | 26.00 | 26.000 | 0.000 | 0.000 | 96.00 | 0.00 | ||
| 0120 | CULVERT PIPE-18 INCH | 00462 | LF | 235.00 | 235.000 | 0.000 | 0.000 | 61.00 | 0.00 | ||
| 0130 | CULVERT PIPE-24 INCH | 00464 | LF | 111.00 | 111.000 | 0.000 | 0.000 | 87.00 | 0.00 | ||
| 0140 | CULVERT PIPE-30 INCH | 00466 | LF | 117.00 | 117.000 | 0.000 | 0.000 | 87.00 | 0.00 | ||
| 0150 | CULVERT PIPE-48 INCH | 00470 | LF | 163.00 | 163.000 | 0.000 | 0.000 | 143.00 | 0.00 | ||
| 0160 | STORM SEWER PIPE-15 INCH | 00521 | LF | 1,741.00 | 1,741.000 | 0.000 | 0.000 | 53.00 | 0.00 | ||
| 0170 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,586.00 | 1,586.000 | 0.000 | 0.000 | 66.00 | 0.00 | ||
| 0180 | STORM SEWER PIPE-24 INCH | 00524 | LF | 853.00 | 853.000 | 0.000 | 0.000 | 88.00 | 0.00 | ||
| 0190 | STORM SEWER PIPE-36 INCH | 00528 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 93.00 | 0.00 | ||
| 0200 | STORM SEWER PIPE-42 INCH | 00529 | LF | 119.00 | 119.000 | 0.000 | 0.000 | 121.00 | 0.00 | ||
| 0210 | PERFORATED PIPE-4 INCH | 01000 | LF | 673.00 | 673.000 | 0.000 | 0.000 | 16.40 | 0.00 | ||
| 0220 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 710.00 | 710.000 | 0.000 | 0.000 | 17.10 | 0.00 | ||
| 0230 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 485.00 | 0.00 | ||
| 0240 | REMOVE PIPE | 01310 | LF | 1,701.00 | 1,701.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0250 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,040.00 | 0.00 | ||
| 0260 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,310.00 | 0.00 | ||
| 0270 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,940.00 | 0.00 | ||
| 0280 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,470.00 | 0.00 | ||
| 0290 | CURB BOX INLET TYPE A | 01456 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 4,460.00 | 0.00 | ||
| 0300 | DROP BOX INLET TYPE 3 | 01496 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,790.00 | 0.00 | ||
| 0310 | DROP BOX INLET TYPE 11 | 01544 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,820.00 | 0.00 | ||
| 0320 | JUNCTION BOX | 01650 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,690.00 | 0.00 | ||
| 0330 | FILL AND CAP WELL | 01711 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,660.00 | 0.00 | ||
| 0340 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,940.00 | 0.00 | ||
| 0350 | STANDARD CURB AND GUTTER | 01810 | LF | 6,971.00 | 6,971.000 | 0.000 | 0.000 | 20.10 | 0.00 | ||
| 0360 | STANDARD HEADER CURB | 01875 | LF | 130.00 | 130.000 | 0.000 | 0.000 | 25.80 | 0.00 | ||
| 0370 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 10.40 | 0.00 | ||
| 0380 | BARRICADE-TYPE III | 02014 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 220.00 | 0.00 | ||
| 0390 | REMOVE PAVEMENT | 02091 | SQYD | 2,705.00 | 2,705.000 | 0.000 | 0.000 | 14.80 | 0.00 | ||
| 0400 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 1,151.00 | 1,151.000 | 0.000 | 0.000 | 70.60 | 0.00 | ||
| 0410 | TEMPORARY DITCH | 02159 | LF | 7,880.00 | 7,880.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0420 | ROADWAY EXCAVATION | 02200 | CUYD | 151,850.00 | 151,850.000 | 0.000 | 0.000 | 13.65 | 0.00 | ||
| 0430 | WATER | 02242 | MGAL | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0440 | FENCE-TEMPORARY | 02259 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 3.40 | 0.00 | ||
| 0450 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 875.00 | 875.000 | 0.000 | 0.000 | 19.20 | 0.00 | ||
| 0460 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 41.20 | 0.00 | ||
| 0470 | REMOVE GUARDRAIL | 02381 | LF | 1,436.00 | 1,436.000 | 0.000 | 0.000 | 1.50 | 0.00 | ||
| 0480 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,036.00 | 0.00 | ||
| 0490 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 113.40 | 0.00 | ||
| 0500 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 67.00 | 0.00 | ||
| 0510 | WITNESS POST | 02432 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 61.90 | 0.00 | ||
| 0520 | CHANNEL LINING CLASS II | 02483 | TON | 438.50 | 438.500 | 0.000 | 0.000 | 34.70 | 0.00 | ||
| 0530 | CHANNEL LINING CLASS III | 02484 | TON | 313.00 | 313.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0540 | CLEARING AND GRUBBING 28 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 85,300.00 | 42,650.00 | ||
| 0550 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 2.81 | 2.810 | 0.000 | 0.000 | 1,030.90 | 0.00 | ||
| 0560 | CONCRETE-CLASS B | 02555 | CUYD | 386.50 | 386.500 | 0.000 | 0.000 | 360.80 | 0.00 | ||
| 0570 | SIGNS | 02562 | SQFT | 972.00 | 972.000 | 157.000 | 157.000 | 8.90 | 1,397.30 | ||
| 0580 | EDGE KEY | 02585 | LF | 369.60 | 369.600 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0590 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 6,473.00 | 6,473.000 | 0.000 | 0.000 | 1.80 | 0.00 | ||
| 0600 | HANDRAIL-TYPE A-2 | 02612 | LF | 264.00 | 264.000 | 0.000 | 0.000 | 58.80 | 0.00 | ||
| 0610 | HANDRAIL-TYPE A-3 | 02613 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 67.00 | 0.00 | ||
| 0620 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 361,500.00 | 0.00 | ||
| 0630 | DIVERSIONS (BY-PASS DETOURS) DETOUR 1 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,700.00 | 0.00 | ||
| 0640 | DIVERSIONS (BY-PASS DETOURS) DETOUR 2 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,700.00 | 0.00 | ||
| 0650 | LANE CLOSURE | 02653 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | ||
| 0660 | SAFELOADING | 02690 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 313.00 | 0.00 | ||
| 0670 | TEMPORARY SILT FENCE | 02701 | LF | 336.00 | 336.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 0680 | SILT TRAP TYPE A | 02703 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | ||
| 0690 | SILT TRAP TYPE B | 02704 | EACH | 51.00 | 51.000 | 11.000 | 11.000 | 280.00 | 3,080.00 | ||
| 0700 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 70.00 | 0.00 | ||
| 0710 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 306.00 | 306.000 | 11.000 | 11.000 | 67.00 | 737.00 | ||
| 0720 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,016.00 | 2,016.000 | 0.000 | 0.000 | 0.50 | 0.00 | ||
| 0730 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 3,838.00 | 3,838.000 | 0.000 | 0.000 | 40.20 | 0.00 | ||
| 0740 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | ||
| 0750 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,410.00 | 0.00 | ||
| 0760 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,583.00 | 1,583.000 | 0.000 | 0.000 | 46.40 | 0.00 | ||
| 0770 | SIDEWALK RAMP TYPE 1 | 03287 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 1,134.00 | 0.00 | ||
| 0780 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,007.00 | 8,007.000 | 0.000 | 0.000 | 1.34 | 0.00 | ||
| 0790 | TEMPORARY MULCH | 05952 | SQYD | 26,620.00 | 26,620.000 | 32,100.110 | 32,100.110 | 0.21 | 6,741.02 | ||
| 0800 | SEEDING AND PROTECTION | 05985 | SQYD | 57,400.00 | 57,400.000 | 0.000 | 0.000 | 0.37 | 0.00 | ||
| 0810 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 12,720.00 | 12,720.000 | 0.000 | 0.000 | 0.26 | 0.00 | ||
| 0820 | SODDING | 05990 | SQYD | 21,918.00 | 21,918.000 | 0.000 | 0.000 | 4.10 | 0.00 | ||
| 0830 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 28,800.00 | 28,800.000 | 5,170.000 | 5,170.000 | 0.25 | 1,292.50 | ||
| 0840 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 34,665.00 | 34,665.000 | 0.000 | 0.000 | 0.25 | 0.00 | ||
| 0850 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 3.75 | 0.00 | ||
| 0860 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0870 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0880 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 0890 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 0900 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 492.00 | 492.000 | 0.000 | 0.000 | 10.25 | 0.00 | ||
| 0910 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 331.00 | 331.000 | 0.000 | 0.000 | 36.00 | 0.00 | ||
| 0920 | CONCRETE-CLASS A | 08100 | CUYD | 26.33 | 26.330 | 0.000 | 0.000 | 1,072.00 | 0.00 | ||
| 0930 | STEEL REINFORCEMENT | 08150 | LB | 1,701.50 | 1,701.500 | 0.000 | 0.000 | 4.00 | 0.00 | ||
| 0940 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 52,978.00 | 52,978.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0950 | FUEL ADJUSTMENT | 10020NS | DOLL | 39,735.00 | 39,735.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0960 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 47,680.00 | 47,680.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0970 | SILT TRAP TYPE C | 20496NS843 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 0980 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 342.00 | 342.000 | 0.000 | 0.000 | 51.00 | 0.00 | ||
| 0990 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 220.00 | 0.00 | ||
| 1000 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,164.00 | 1,164.000 | 0.000 | 0.000 | 3.30 | 0.00 | ||
| 1610 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 175,000.00 | 87,500.00 | ||
| 1620 | AS-BUILT PLANS | 22048NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,500.00 | 0.00 | ||
| 1630 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 0.000 | 0.000 | 240,500.00 | 0.00 | ||
| 8001 | LEVELING & WEDGING PG64-22 | 00190 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 79.75 | 0.00 | ||
| Project | DE03200070725 | Fed/State Project Number | FD04 032 0007 007-009 | Category | 0005 WATERLINE | ||||||
| 1010 | STEEL ENCASEMENT PIPE-3 INCH | 01060 | LF | 177.00 | 177.000 | 75.000 | 75.000 | 86.90 | 6,517.50 | ||
| 1020 | STEEL ENCASEMENT PIPE-6 INCH | 01063 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 108.80 | 0.00 | ||
| 1030 | STEEL ENCASEMENT PIPE-8 INCH | 01065 | LF | 265.00 | 265.000 | 30.000 | 30.000 | 60.000 | 105.40 | 3,162.00 | 6,324.00 |
| 1040 | STEEL ENCASEMENT PIPE-10 INCH BORED AND JACKED | 01067 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 279.80 | 0.00 | ||
| 1050 | STEEL ENCASEMENT PIPE-10 INCH OPEN CUT | 01067 | LF | 466.00 | 466.000 | 89.000 | 349.000 | 438.000 | 126.30 | 11,240.70 | 55,319.40 |
| 1060 | STEEL ENCASEMENT PIPE-14 INCH BORED AND JACKED | 01071 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 341.50 | 0.00 | ||
| 1070 | STEEL ENCASEMENT PIPE-14 INCH OPEN CUT | 01071 | LF | 361.00 | 361.000 | 115.000 | 301.000 | 416.000 | 151.40 | 17,411.00 | 62,982.40 |
| 1080 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | LF | 85.00 | 85.000 | 220.000 | 220.000 | 173.80 | 38,236.00 | ||
| 1090 | DUCTILE IRON PIPE-3 INCH | 01090 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 33.00 | 0.00 | ||
| 1100 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 775.00 | 775.000 | 964.000 | 964.000 | 37.80 | 36,439.20 | ||
| 1110 | BLOW-OFF ASSEMBLY | 01315 | EACH | 4.00 | 4.000 | 1.000 | 3.000 | 4.000 | 2,948.60 | 2,948.60 | 11,794.40 |
| 1120 | PVC PIPE-2 INCH | 03381 | LF | 575.00 | 575.000 | 60.000 | 530.000 | 590.000 | 16.00 | 960.00 | 9,440.00 |
| 1130 | PVC PIPE-3 INCH | 03382 | LF | 610.00 | 610.000 | 160.000 | 208.000 | 368.000 | 30.30 | 4,848.00 | 11,150.40 |
| 1140 | PVC PIPE-3 INCH OPEN CUT | 03382 | LF | 110.00 | 110.000 | 130.000 | 130.000 | 49.80 | 6,474.00 | ||
| 1150 | PVC PIPE-4 INCH | 03383 | LF | 1,965.00 | 1,965.000 | 630.000 | 1,283.000 | 1,913.000 | 25.10 | 15,813.00 | 48,016.30 |
| 1160 | PVC PIPE-6 INCH | 03385 | LF | 120.00 | 120.000 | 114.000 | 114.000 | 35.30 | 4,024.20 | ||
| 1170 | PVC PIPE-6 INCH OPEN CUT | 03385 | LF | 65.00 | 65.000 | 95.000 | 95.000 | 72.30 | 6,868.50 | ||
| 1180 | PVC PIPE-8 INCH | 03387 | LF | 6,895.00 | 6,895.000 | 245.000 | 6,807.000 | 7,052.000 | 51.75 | 12,678.75 | 364,941.00 |
| 1190 | PVC PIPE-8 INCH OPEN CUT | 03387 | LF | 15.00 | 15.000 | 15.000 | 15.000 | 80.20 | 1,203.00 | ||
| 1200 | PVC PIPE-10 INCH OPEN CUT | 03389 | LF | 95.00 | 95.000 | 95.000 | 95.000 | 64.90 | 6,165.50 | ||
| 1210 | RECONNECT SERVICE | 03437 | EACH | 69.00 | 69.000 | 8.000 | 38.000 | 46.000 | 944.70 | 7,557.60 | 43,456.20 |
| 1220 | FLUSH HYDRANT | 03439 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 2,546.40 | 2,546.40 | ||
| 1230 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 777.30 | 777.30 | ||
| 1240 | GATE VALVE-2 INCH | 03522 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 406.60 | 0.00 | ||
| 1250 | GATE VALVE-3 INCH | 03523 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 526.20 | 2,104.80 | ||
| 1260 | GATE VALVE-4 INCH | 03524 | EACH | 5.00 | 5.000 | 1.000 | 6.000 | 7.00 | |||