|
ContID 061201 EST NO 0041 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061201 | Estimate Number | 0041 | Estimate Type | PROGRESS | ||
| District Office | MADISIONVILLE (02316) Hill, Gary R., P.E. | ||||||
| Contractor | ROGERS GROUP INC | MARS ADDR SN 7 | |||||
| PO BOX 10278 | |||||||
| ATLANTA , GA , 30368-2798 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE02490040601 | ||||||
| Project No. | NH 9004(12) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | EDWARD T. BREATHITT PARKWAY-US 68B TO US 41A | ||||||
| Description | E.T. BREATHITT PARKWAY EXTENSION FROM US-41A IN HOPKINSVILLE TO I-24 | ||||||
| Date Let | 03/31/2006 | Formal Acceptance | |||||
| Date Awarded | 04/18/2006 | Date Work Began | 05/09/2006 | ||||
| Date Contract Executed | 05/08/2006 | Open To Traffic | |||||
| Date NTP Issued | 05/08/2006 | Actual Completion Date | |||||
| Current Contract Amount | $24,923,831.95 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $24,420,855.42 |
Total Earnings | $20,406,136.63 |
$20,306,399.76 |
$99,736.87 |
|
| Percent Complete | 82.62 |
Stockpiled Materials | $186,923.88 |
$186,923.88 |
$0.00 |
|
| Funds Available | $4,330,771.44 |
Gross Earnings | $20,593,060.51 |
$20,493,323.64 |
$0.00 |
|
| Total Change Orders | $502,976.53 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $20,593,060.51 |
$20,493,323.64 |
99,736.87 |
|||
| Contract Id | 061201 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0041 | Project Number | NH 9004(12) | |||||||
| Contractor | ROGERS GROUP 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 | Structure Excavation - SR & Mass Concrete | Approved | 10/05/2006 | $20,289.19 | 0.0 | |||||
| 002 | Rem Structure, Temp Barrier Wall, & Temp Crash Cushion | Approved | 12/04/2006 | $438,677.70 | 8.0 | |||||
| 003 | Emb in Place and Pipe Undercut | Approved | 05/14/2007 | $109,322.84 | 0.0 | |||||
| 004 | Epoxy Steel Reinf, Cr Agg Slope Prot, & Drilled Shafts | Approved | 05/18/2007 | $49,336.82 | 0.0 | |||||
| 005 | Value Engineering | Approved | 05/24/2007 | $-292,989.43 | 0.0 | |||||
| 006 | Class A Concrete & Steel Reinforcement | Approved | 05/25/2007 | $102,136.84 | 0.0 | |||||
| 007 | Fuel & Asphalt Price Adjustment | Approved | 08/02/2007 | $5,793.27 | 0.0 | |||||
| 008 | Special Seeding Crown Vetch & Misc. Bridge Items | Approved | 08/14/2007 | $25,864.78 | 0.0 | |||||
| 009 | Asph Placement with MTV, Long Edge Key, San Sewer Manhole | Approved | 12/07/2007 | $44,544.52 | 0.0 | |||||
| 010 | Changing type of surface mix | Approved | 12/03/2007 | $0.00 | 0.0 | |||||
| 011 | Signalization on US 41A for Ramp H and J | Pending | 0 | $89,804.76 | 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 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0007 | 5,914.94 |
$1.00 |
$5,914.94 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0008 | 15,802.80 |
$1.00 |
$15,802.80 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0011 | 6,624.19 |
$1.00 |
$6,624.19 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 81,346.38 |
$1.00 |
$81,346.38 |
||
| DE02490040601 | 2860 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0038 | 0.00 |
$0.00 |
$-109,688.31 |
||
| Contract Id | 061201 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE02490040601 | ||||||
| Estimate Nbr | 0041 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DE02490040601 | Fed/State Project Number | NH 9004(12) | 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 | REMOVE DROP BOX INLET | 01585 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 404.34 | 1,617.36 | ||
| 0030 | ISLAND INTEGRAL CURB | 01845 | LF | 581.00 | 581.000 | 371.000 | 371.000 | 18.50 | 6,863.50 | ||
| 0050 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 608.00 | 608.000 | 0.000 | 0.000 | 19.10 | 0.00 | ||
| 0060 | ASPHALT WEDGE CURB | 01897 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 6.29 | 0.00 | ||
| 0090 | CONC MEDIAN BARRIER TYPE 12C | 01967 | LF | 79.00 | 79.000 | 0.000 | 0.000 | 90.98 | 0.00 | ||
| 0100 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 5.05 | 75.75 | ||
| 0110 | BARRICADE-TYPE III | 02014 | EACH | 27.00 | 27.000 | 12.000 | 12.000 | 303.25 | 3,639.00 | ||
| 0120 | REMOVE PAVEMENT | 02091 | SQYD | 14,444.00 | 14,444.000 | 11,342.000 | 11,342.000 | 4.70 | 53,307.40 | ||
| 0130 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,847.00 | 2,847.000 | 228.000 | 228.000 | 8.09 | 1,844.52 | ||
| 0140 | EMBANKMENT IN PLACE | 02230 | CUYD | 723,879.00 | 769,143.920 | 749,623.000 | 749,623.000 | 7.00 | 5,247,361.00 | ||
| 0150 | WATER | 02242 | MGAL | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0160 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 9,624.00 | 9,624.000 | 0.000 | 0.000 | 4.50 | 0.00 | ||
| 0170 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 14,539.00 | 14,539.000 | 2,850.000 | 2,850.000 | 16.22 | 46,227.00 | ||
| 0180 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 863.00 | 863.000 | 0.000 | 0.000 | 25.32 | 0.00 | ||
| 0190 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 45.49 | 0.00 | ||
| 0200 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1,971.14 | 0.00 | ||
| 0210 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,054.20 | 0.00 | ||
| 0220 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,638.29 | 0.00 | ||
| 0230 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 14.00 | 14.000 | 1.000 | 1.000 | 454.88 | 454.88 | ||
| 0240 | REMOVE GUARDRAIL | 02381 | LF | 6,449.00 | 6,449.000 | 7,412.500 | 7,412.500 | 1.47 | 10,896.37 | ||
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 202.17 | 202.17 | ||
| 0260 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,981.25 | 0.00 | ||
| 0270 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 80.87 | 0.00 | ||
| 0280 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 70.76 | 0.00 | ||
| 0290 | CHANNEL LINING CLASS II | 02483 | TON | 5,403.00 | 5,403.000 | 5,483.090 | 5,483.090 | 26.28 | 144,095.60 | ||
| 0300 | CLEARING AND GRUBBING 104.8 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 136,463.44 | 136,463.44 | ||
| 0310 | SIGNS | 02562 | SQFT | 5,525.00 | 5,525.000 | 994.000 | 994.000 | 6.57 | 6,530.58 | ||
| 0320 | EDGE KEY | 02585 | LF | 152.00 | 152.000 | 0.000 | 0.000 | 93.57 | 0.00 | ||
| 0330 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 9,490.00 | 9,490.000 | 13,010.590 | 13,010.590 | 2.02 | 26,281.39 | ||
| 0340 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 50,542.01 | 37,906.50 | ||
| 0350 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,021.68 | 2,021.68 | ||
| 0360 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 21,071.62 | 0.00 | ||
| 0370 | SAFELOADING | 02690 | CUYD | 5.00 | 5.000 | 10.300 | 10.300 | 202.17 | 2,082.35 | ||
| 0380 | TEMPORARY SILT FENCE | 02701 | LF | 3,262.00 | 3,262.000 | 9,659.000 | 9,659.000 | 3.03 | 29,266.77 | ||
| 0390 | SILT TRAP TYPE A | 02703 | EACH | 13.00 | 13.000 | -16.000 | -16.000 | 353.79 | -5,660.64 | ||
| 0400 | SILT TRAP TYPE B | 02704 | EACH | 112.00 | 112.000 | 74.000 | 74.000 | 353.79 | 26,180.46 | ||
| 0410 | SILT TRAP TYPE C | 20496NS843 | EACH | 39.00 | 39.000 | 43.000 | 43.000 | 252.71 | 10,866.53 | ||
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 208.00 | 208.000 | 10.000 | 10.000 | 0.01 | 0.10 | ||
| 0430 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,792.00 | 1,792.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0440 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 624.00 | 624.000 | 4.000 | 4.000 | 0.01 | 0.04 | ||
| 0450 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 52,192.00 | 52,192.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0460 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 126,355.04 | 101,084.03 | ||
| 0470 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,695.73 | 5,695.73 | ||
| 0480 | CRASH CUSHION TYPE VI D | 02888 | EACH | 2.00 | 4.000 | 2.000 | 2.000 | 11,932.97 | 23,865.94 | ||
| 0490 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,559.62 | 11,119.24 | ||
| 0510 | TUBULAR MARKERS | 03225 | EACH | 406.00 | 406.000 | 22.000 | 22.000 | 38.36 | 843.92 | ||
| 0520 | EROSION CONTROL BLANKET | 05950 | SQYD | 120,711.00 | 120,711.000 | 10,405.800 | 10,405.800 | 1.14 | 11,862.61 | ||
| 0530 | EROSION CONTROL BLANKET (SPECIAL) | 20327ES212 | SQYD | 3,989.00 | 3,989.000 | 0.000 | 0.000 | 8.39 | 0.00 | ||
| 0540 | TEMPORARY MULCH | 05952 | SQYD | 537,192.00 | 537,192.000 | 202,485.710 | 202,485.710 | 0.12 | 24,298.28 | ||
| 0550 | TOPDRESSING FERTILIZER | 05966 | TON | 18.40 | 18.400 | 0.000 | 0.000 | 454.88 | 0.00 | ||
| 0560 | SEEDING AND PROTECTION | 05985 | SQYD | 354,869.00 | 354,869.000 | 223,317.800 | 223,317.800 | 0.25 | 55,829.45 | ||
| 0570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 32,320.00 | 32,320.000 | 60,660.000 | 60,660.000 | 0.18 | 10,918.80 | ||
| 0580 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 17,619.00 | 17,619.000 | 0.000 | 0.000 | 0.21 | 0.00 | ||
| 0590 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 36,335.00 | 36,335.000 | 0.000 | 0.000 | 0.64 | 0.00 | ||
| 0600 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 25,427.00 | 25,427.000 | 0.000 | 0.000 | 0.64 | 0.00 | ||
| 0610 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 5,148.00 | 5,148.000 | 0.000 | 0.000 | 1.27 | 0.00 | ||
| 0620 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 12,800.00 | 12,800.000 | 0.000 | 0.000 | 1.51 | 0.00 | ||
| 0630 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 11,125.00 | 11,125.000 | 3,892.000 | 3,892.000 | 1.51 | 5,876.92 | ||
| 0640 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 8.14 | 0.00 | ||
| 0650 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 49,957.00 | 49,957.000 | 0.000 | 0.000 | 4.19 | 0.00 | ||
| 0660 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 635.00 | 635.000 | 0.000 | 0.000 | 0.64 | 0.00 | ||
| 0670 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 116.25 | 0.00 | ||
| 0680 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 7.18 | 0.00 | ||
| 0690 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 7.18 | 0.00 | ||
| 0700 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 21.73 | 0.00 | ||
| 0710 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 487.00 | 487.000 | 0.000 | 0.000 | 21.73 | 0.00 | ||
| 0715 | CONC MEDIAN BARRIER TY 9A-MOD | 21397ED | LF | 722.90 | 722.900 | 697.900 | 697.900 | 55.60 | 38,803.24 | ||
| 0720 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 189.00 | 189.000 | 0.000 | 0.000 | 21.73 | 0.00 | ||
| 0730 | CONCRETE-CLASS A | 08100 | CUYD | 70.83 | 70.830 | 43.620 | 43.620 | 874.38 | 38,140.45 | ||
| 0740 | STEEL REINFORCEMENT | 08150 | LB | 5,599.00 | 5,599.000 | 2,407.000 | 2,407.000 | 1.36 | 3,273.52 | ||
| 0750 | TEMPORARY SILT DITCH | 20594ES213 | LF | 2,700.00 | 2,700.000 | 0.000 | 0.000 | 3.03 | 0.00 | ||
| 0760 | SOUND BARRIER WALL | 21120EC | SQYD | 1,233.00 | 1,233.000 | 50.000 | 1,183.000 | 1,233.000 | 386.65 | 19,332.50 | 476,739.45 |
| 0770 | TEMPORARY MEDIAN CROSSOVER | 20259ED | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 21,174.94 | 42,349.88 | ||
| 0780 | CLAY SOIL CAP | 20315ED | CUYD | 792.00 | 792.000 | 0.000 | 0.000 | 10.11 | 0.00 | ||
| 0790 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 12,483.00 | 29,264.000 | 2,272.270 | 2,272.270 | 2.00 | 4,544.54 | ||
| 0800 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 340.65 | 0.00 | ||
| 0810 | ENTRANCE PIPE-15 INCH | 00440 | LF | 82.00 | 82.000 | 0.000 | 0.000 | 36.39 | 0.00 | ||
| 0820 | CULVERT PIPE-15 INCH | 00461 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 67.73 | 0.00 | ||
| 0830 | CULVERT PIPE-18 INCH | 00462 | LF | 1,096.00 | 1,096.000 | 1,053.000 | 1,053.000 | 46.50 | 48,964.50 | ||
| 0840 | CULVERT PIPE-24 INCH | 00464 | LF | 514.00 | 514.000 | 506.000 | 506.000 | 51.55 | 26,084.30 | ||
| 0850 | CULVERT PIPE-30 INCH | 00466 | LF | 1,412.00 | 1,412.000 | 1,171.000 | 1,171.000 | 65.70 | 76,934.70 | ||
| 0860 | CULVERT PIPE-36 INCH | 00468 | LF | 372.00 | 372.000 | 369.000 | 369.000 | 75.81 | 27,973.89 | ||
| 0870 | CULVERT PIPE-42 INCH | 00469 | LF | 116.00 | 116.000 | 116.000 | 116.000 | 86.93 | 10,083.88 | ||
| 0880 | CULVERT PIPE-18 INCH EQUIV | 00491 | LF | 95.00 | 95.000 | 95.000 | 95.000 | 57.62 | 5,473.90 | ||
| 0890 | CULVERT PIPE-24 INCH EQUIV | 00492 | LF | 194.00 | 194.000 | 0.000 | 0.000 | 83.90 | 0.00 | ||
| 0920 | STORM SEWER PIPE-15 INCH | 00521 | LF | 13.00 | 13.000 | 13.000 | 13.000 | 56.61 | 735.93 | ||
| 0930 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,775.00 | 1,775.000 | 1,602.000 | 1,602.000 | 37.40 | 59,914.80 | ||
| 0940 | STORM SEWER PIPE-24 INCH | 00524 | LF | 625.00 | 625.000 | 589.000 | 589.000 | 57.62 | 33,938.18 | ||
| 0950 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,213.01 | 1,213.01 | ||
| 0960 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 1,819.51 | 7,278.04 | ||
| 0970 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,314.09 | 1,314.09 | ||
| 0980 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,516.26 | 4,548.78 | ||
| 0990 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,819.51 | 3,639.02 | ||
| 1000 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 3,335.77 | 13,343.08 | ||
| 1010 | CURB BOX INLET TYPE B | 01480 | EACH | 16.00 | 16.000 | 12.000 | 12.000 | 3,133.60 | 37,603.20 | ||
| 1020 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,628.18 | 0.00 | ||
| 1030 | DROP BOX INLET TYPE 5B | 01505 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 3,740.11 | 48,621.43 | ||
| 1040 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.76 | 3,800.76 | ||
| 1050 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,740.11 | 7,480.22 | ||
| 1060 | DROP BOX INLET TYPE 5F MOD | 01518 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,740.11 | 7,480.22 | ||
| 1070 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,133.60 | 3,133.60 | ||
| 1080 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,054.20 | 0.00 | ||
| 1090 | CONC MED BARR BOX INLET TY 12B1 | 01608 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,054.20 | 10,108.40 | ||
| 1100 | CONC MED BARR BOX INLET TY 9B1 | 01621 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,054.20 | 5,054.20 | ||
| 1110 | JUNCTION BOX-18 INCH | 01642 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,900.38 | 1,900.38 | ||
| 1120 | JUNCTION BOX-24 INCH | 01643 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,819.51 | 0.00 | ||
| 1130 | REMOVE PIPE | 01310 | LF | 430.00 | 430.000 | 215.000 | 215.000 | 4.04 | 868.60 | ||
| 1140 | PLUG PIPE | 01314 | EACH | 4.00 | 4.000 | 134.000 | 134.000 | 404.34 | 54,181.56 | ||
| 1150 | CHANNEL LINING CLASS II | 02483 | TON | 105.61 | 105.610 | 0.000 | 0.000 | 26.28 | 0.00 | ||
| 1160 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10,332.60 | 10,332.600 | 0.000 | 0.000 | 2.02 | 0.00 | ||
| 1170 | REMOVE HEADWALL | 02625 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 151.63 | 0.00 | ||
| 1180 | CONCRETE-CLASS A | 08100 | CUYD | 49.99 | 49.990 | 0.000 | 0.000 | 874.38 | 0.00 | ||
| 1190 | STEEL REINFORCEMENT | 08150 | LB | 2,401.00 | 2,401.000 | 163.000 | 163.000 | 1.36 | 221.68 | ||
| 1200 | PERFORATED PIPE-4 INCH | 01000 | LF | 35,086.00 | 0.000 | 650.000 | 650.000 | 4.65 | 3,022.50 | ||
| 1210 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,322.00 | 0.000 | 0.000 | 0.000 | 13.14 | 0.00 | ||
| 1220 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 25.00 | 0.000 | 0.000 | 0.000 | 202.17 | 0.00 | ||
| 1230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 19.00 | 0.000 | 0.000 | 0.000 | 394.23 | 0.00 | ||
| 1240 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 424.55 | 0.00 | ||
| 1250 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 30.00 | 0.000 | 0.000 | 0.000 | 434.66 | 0.00 | ||
| 1260 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 20.00 | 0.000 | 0.000 | 0.000 | 424.55 | 0.00 | ||
| 1270 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 71.00 | 0.000 | 0.000 | 0.000 | 40.43 | |||