|
ContID 071167 EST NO 0003 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071167 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08319) Chaney, William G. | ||||||
| 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 | DE1000NEW0767 | ||||||
| Project No. | HPP-STP 0133 (005) | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | SOMERSET NORTHERN BYPASS (I-66) | ||||||
| Description | FROM THE L.N. PARKWAY WEST OF SOMERSET NE TO JUST EAST OF WITSON ROAD | ||||||
| Date Let | 10/19/2007 | Formal Acceptance | |||||
| Date Awarded | 11/19/2007 | Date Work Began | 12/13/2007 | ||||
| Date Contract Executed | 12/05/2007 | Open To Traffic | |||||
| Date NTP Issued | 12/05/2007 | Actual Completion Date | |||||
| Current Contract Amount | $36,398,993.47 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $36,398,993.47 |
Total Earnings | $2,634,738.54 |
$2,097,588.54 |
$537,150.00 |
|
| Percent Complete | 7.42 |
Stockpiled Materials | $64,783.00 |
$64,783.00 |
$0.00 |
|
| Funds Available | $33,699,471.93 |
Gross Earnings | $2,699,521.54 |
$2,162,371.54 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,699,521.54 |
$2,162,371.54 |
537,150.00 |
|||
| Contract Id | 071167 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0003 | Project Number | HPP-STP 0133 (005) | |||||||
| 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 | 071167 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE1000NEW0767 | ||||||
| Estimate Nbr | 0003 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | 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 | 201,303.00 | 201,303.000 | 0.000 | 0.000 | 12.15 | 0.00 | ||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 52,540.00 | 52,540.000 | 0.000 | 0.000 | 2.20 | 0.00 | ||
| 0030 | LIME | 00014 | TON | 1,004.00 | 1,004.000 | 0.000 | 0.000 | 128.00 | 0.00 | ||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 54,007.00 | 54,007.000 | 0.000 | 0.000 | 28.50 | 0.00 | ||
| 0050 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 120.00 | 120.000 | 0.000 | 0.000 | 24.60 | 0.00 | ||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 285.00 | 285.000 | 0.000 | 0.000 | 41.00 | 0.00 | ||
| 0070 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,439.00 | 1,439.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0080 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,689.00 | 1,689.000 | 0.000 | 0.000 | 47.50 | 0.00 | ||
| 0090 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,113.00 | 1,113.000 | 0.000 | 0.000 | 42.00 | 0.00 | ||
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 47,805.00 | 47,805.000 | 0.000 | 0.000 | 39.00 | 0.00 | ||
| 0110 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 49,630.00 | 49,630.000 | 0.000 | 0.000 | 39.00 | 0.00 | ||
| 0120 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 39,391.00 | 39,391.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0130 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,536.00 | 6,536.000 | 0.000 | 0.000 | 41.00 | 0.00 | ||
| 0140 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 172.00 | 172.000 | 0.000 | 0.000 | 395.00 | 0.00 | ||
| 0150 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,295.00 | 3,295.000 | 0.000 | 0.000 | 46.00 | 0.00 | ||
| 0160 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 58,447.00 | 58,447.000 | 0.000 | 0.000 | 1.15 | 0.00 | ||
| 0170 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,764.00 | 6,764.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0180 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 12,728.00 | 12,728.000 | 0.000 | 0.000 | 59.00 | 0.00 | ||
| 0190 | ASPHALT CURING SEAL | 00358 | TON | 235.00 | 235.000 | 0.000 | 0.000 | 395.00 | 0.00 | ||
| 0200 | ENTRANCE PIPE-15 INCH | 00440 | LF | 494.00 | 494.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0210 | ENTRANCE PIPE-18 INCH | 00441 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 34.00 | 0.00 | ||
| 0220 | ENTRANCE PIPE-24 INCH | 00443 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0230 | ENTRANCE PIPE-30 INCH | 00445 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0240 | CULVERT PIPE-12 INCH | 00460 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0250 | CULVERT PIPE-15 INCH | 00461 | LF | 2,473.00 | 2,473.000 | 0.000 | 0.000 | 34.00 | 0.00 | ||
| 0260 | CULVERT PIPE-18 INCH | 00462 | LF | 1,330.00 | 1,330.000 | 0.000 | 0.000 | 48.00 | 0.00 | ||
| 0270 | CULVERT PIPE-24 INCH | 00464 | LF | 1,424.00 | 1,424.000 | 0.000 | 0.000 | 57.00 | 0.00 | ||
| 0280 | CULVERT PIPE-30 INCH | 00466 | LF | 1,178.00 | 1,178.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0290 | CULVERT PIPE-36 INCH | 00468 | LF | 1,160.00 | 1,160.000 | 0.000 | 0.000 | 91.00 | 0.00 | ||
| 0300 | CULVERT PIPE-42 INCH | 00469 | LF | 982.00 | 982.000 | 0.000 | 0.000 | 112.00 | 0.00 | ||
| 0310 | CULVERT PIPE-48 INCH | 00470 | LF | 154.00 | 154.000 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 0320 | CULVERT PIPE-54 INCH | 00471 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 143.00 | 0.00 | ||
| 0330 | CULVERT PIPE-72 INCH | 00474 | LF | 896.00 | 896.000 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 0340 | CULVERT PIPE-24 INCH EQUIV | 00492 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 57.00 | 0.00 | ||
| 0350 | STORM SEWER PIPE-18 INCH | 00522 | LF | 82.00 | 82.000 | 0.000 | 0.000 | 48.00 | 0.00 | ||
| 0360 | STORM SEWER PIPE-24 INCH | 00524 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 57.00 | 0.00 | ||
| 0370 | PERFORATED PIPE-4 INCH | 01000 | LF | 80,333.00 | 80,333.000 | 0.000 | 0.000 | 3.87 | 0.00 | ||
| 0380 | PERFORATED PIPE-6 INCH | 01001 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0390 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 3,178.10 | 3,178.100 | 0.000 | 0.000 | 7.63 | 0.00 | ||
| 0400 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 122.00 | 122.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 0410 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | ||
| 0420 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 82.00 | 82.000 | 0.000 | 0.000 | 312.00 | 0.00 | ||
| 0430 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 348.00 | 0.00 | ||
| 0440 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 393.00 | 0.00 | ||
| 0450 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0460 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 138.00 | 138.000 | 0.000 | 0.000 | 439.00 | 0.00 | ||
| 0470 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0480 | REMOVE PIPE | 01310 | LF | 317.00 | 317.000 | 0.000 | 0.000 | 3.00 | 0.00 | ||
| 0490 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0500 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0510 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,550.00 | 0.00 | ||
| 0520 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | ||
| 0530 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | ||
| 0540 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | ||
| 0550 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | ||
| 0560 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,400.00 | 0.00 | ||
| 0570 | CURB BOX INLET TYPE B | 01480 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | ||
| 0580 | CURB BOX INLET TYPE B-T | 01484 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | ||
| 0590 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | ||
| 0600 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | ||
| 0610 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | ||
| 0620 | DROP BOX INLET TYPE 5B | 01505 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | ||
| 0630 | DROP BOX INLET TYPE 5D | 01511 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | ||
| 0640 | DROP BOX INLET TYPE 5E | 01514 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | ||
| 0650 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,700.00 | 0.00 | ||
| 0660 | CAP DROP BOX INLET | 01584 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 725.00 | 0.00 | ||
| 0670 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0680 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | ||
| 0690 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 110.00 | 0.00 | ||
| 0700 | ISLAND INTEGRAL CURB | 01845 | LF | 262.75 | 262.750 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0710 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 929.00 | 929.000 | 0.000 | 0.000 | 26.00 | 0.00 | ||
| 0720 | MOUNTABLE MEDIAN TYPE 2A | 01946 | SQYD | 5,864.00 | 5,864.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 0730 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 0740 | REMOVE PAVEMENT | 02091 | SQYD | 7,533.00 | 7,533.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0750 | TEMPORARY DITCH | 02159 | LF | 25,960.00 | 25,960.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0760 | ROADWAY EXCAVATION | 02200 | CUYD | 2,480,215.00 | 2,480,215.000 | 0.000 | 0.000 | 3.09 | 0.00 | ||
| 0770 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,321.00 | 2,321.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0780 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0790 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 35,476.00 | 35,476.000 | 0.000 | 0.000 | 4.65 | 0.00 | ||
| 0800 | REMOVE FENCE | 02265 | LF | 10,090.00 | 10,090.000 | 0.000 | 0.000 | 1.15 | 0.00 | ||
| 0810 | REMOVE & REPLACE FENCE | 02268 | LF | 2,946.00 | 2,946.000 | 0.000 | 0.000 | 5.80 | 0.00 | ||
| 0820 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 26,217.50 | 26,217.500 | 0.000 | 0.000 | 16.60 | 0.00 | ||
| 0830 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 550.00 | 550.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0840 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0850 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 2,175.00 | 0.00 | ||
| 0860 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,850.00 | 0.00 | ||
| 0870 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 600.00 | 0.00 | ||
| 0880 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 900.00 | 0.00 | ||
| 0890 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 700.00 | 0.00 | ||
| 0900 | REMOVE GUARDRAIL | 02381 | LF | 5,317.00 | 5,317.000 | 0.000 | 0.000 | 1.10 | 0.00 | ||
| 0910 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 0920 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | ||
| 0930 | TEMPORARY GUARDRAIL | 02397 | LF | 1,850.00 | 1,850.000 | 0.000 | 0.000 | 7.50 | 0.00 | ||
| 0940 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 124.00 | 124.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0950 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 0960 | CHANNEL LINING CLASS II | 02483 | TON | 2,278.00 | 2,278.000 | 0.000 | 0.000 | 14.00 | 0.00 | ||
| 0970 | CHANNEL LINING CLASS III | 02484 | TON | 4,721.00 | 4,721.000 | 0.000 | 0.000 | 15.00 | 0.00 | ||
| 0980 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 0990 | CLEARING AND GRUBBING 259 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 259,000.00 | 0.00 | ||
| 1000 | SIGNS | 02562 | SQFT | 1,397.00 | 1,397.000 | 702.000 | 702.000 | 4.77 | 3,348.54 | ||
| 1010 | EDGE KEY | 02585 | LF | 678.00 | 678.000 | 0.000 | 0.000 | 65.00 | 0.00 | ||
| 1020 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 2.20 | 0.00 | ||
| 1030 | FINAL DRESSING CLASS B | 02601 | LF | 11,725.00 | 11,725.000 | 0.000 | 0.000 | 5.50 | 0.00 | ||
| 1040 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 180,000.00 | 0.00 | ||
| 1050 | DIVERSIONS (BY-PASS DETOURS) PARKWAY | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | ||
| 1060 | DIVERSIONS (BY-PASS DETOURS) RINGGOLD ROAD | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 1070 | DIVERSIONS (BY-PASS DETOURS) SOUTH HART | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | ||
| 1080 | LANE CLOSURE | 02653 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 1090 | CROSSOVER EAST PARKWAY | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | ||
| 1100 | CROSSOVER MAINLINE | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | ||
| 1110 | CROSSOVER WEST PARKWAY | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | ||
| 1120 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 9,600.00 | 0.00 | ||
| 1130 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | ||
| 1140 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 298.00 | 298.000 | 0.000 | 0.000 | 34.00 | 0.00 | ||
| 1150 | SAFELOADING | 02690 | CUYD | 51.00 | 51.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 1160 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | ||
| 1170 | TEMPORARY SILT FENCE | 02701 | LF | 51,920.00 | 51,920.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 1180 | SAND FOR BLOTTER | 02702 | TON | 131.00 | 131.000 | 0.000 | 0.000 | 22.50 | 0.00 | ||
| 1190 | SILT TRAP TYPE A | 02703 | EACH | 259.00 | 259.000 | 1.000 | 0.000 | 1.000 | 150.00 | 150.00 | 150.00 |
| 1200 | SILT TRAP TYPE B | 02704 | EACH | 259.00 | 259.000 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 1210 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,554.00 | 1,554.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 1220 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,554.00 | 1,554.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 1230 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 51,920.00 | 51,920.000 | 0.000 | 0.000 | 0.10 | 0.00 | ||
| 1240 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 495,000.00 | 49,500.00 | 49,500.00 |
| 1250 | FLASHING ARROW | 02775 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | ||
| 1260 | CRASH CUSHION TYPE IX | 02929 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,850.00 | 0.00 | ||
| 1270 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 44.10 | 0.00 | ||
| 1280 | TUBULAR MARKERS | 03225 | EACH | 644.00 | 644.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 1290 | STEEL PIPE-2 1/2 INCH | 03340 | LF | 57.75 | 57.750 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 1300 | STEEL PIPE-4 INCH | 03343 | LF | 65.75 | 65.750 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 1310 | EROSION CONTROL BLANKET | 05950 | SQYD | 103,033.00 | 103,033.000 | 0.000 | 0.000 | 1.10 | |||