|
Report_Id: 081115 Est NO 0117 |
Date:01/22/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 081115 | Estimate Number | 0117 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 12/14/2013 TO 01/10/2014 | ||||||
| Date Approved | 01/22/2014 | ||||||
| Primary Proj Number | DE09804600815 | ||||||
| Project No. | APD 80-6 (29) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | WOLFPIT-LAUREL BRANCH (US 460) | ||||||
| Description | PIKEVILLE TO VA. STATE LINE; US 460/KY 80 FROM 0.6 MILE WEST OF KY 195 TO KY 195 | ||||||
| Date Let | 10/31/2008 | Formal Acceptance | |||||
| Date Awarded | 12/02/2008 | Date Work Began | 03/24/2009 | ||||
| Date Contract Executed | 12/23/2008 | Open To Traffic | |||||
| Date NTP Issued | 12/23/2008 | Actual Completion Date | |||||
| Current Contract Amount | $45,484,034.54 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $44,483,169.90 |
Total Earnings | $32,092,848.68 |
$32,076,844.94 |
$16,003.74 |
|
| Percent Complete | 75.69 |
Stockpiled Materials | $2,335,525.23 |
$2,335,525.23 |
$0.00 |
|
| Funds Available | $11,055,660.63 |
Gross Earnings | $34,428,373.91 |
$34,412,370.17 |
$16,003.74 |
|
| Total Change Orders | $1,000,864.64 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $34,428,373.91 |
$34,412,370.17 |
$16,003.74 |
|||
| Contract Id | 081115 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0117 | Project Number | APD 80-6 (29) | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 12/14/2013 TO 01/10/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Drainage and Seeding Items Work from 061238 | Approved | 08/28/2009 | $328,402.00 | 5.0 | |||||
| 002 | Mass Concrete | Approved | 01/15/2010 | $15,909.60 | 1.0 | |||||
| 003 | Mass Concrete and Culvert pipe | Approved | 05/13/2010 | $15,176.60 | 1.0 | |||||
| 004 | Access Road to project | Approved | 10/07/2010 | $0.00 | 0.0 | |||||
| 005 | Masonry Coating and Sedimentation Basin | Approved | 06/29/2011 | $248,178.90 | 25.0 | |||||
| 006 | Clearing and Grubbing and Staking | Approved | 06/14/2013 | $148,413.90 | 10.0 | |||||
| 007 | Overhaul and Cost Plus | Approved | 08/13/2013 | $244,783.64 | 25.0 | |||||
| 008 | Pipe Deflection Deduction Override | Approved | 07/08/2013 | $0.00 | 0.0 | |||||
| 009 | Liquidated Damages Override | Approved | 08/12/2013 | $0.00 | 0.0 | |||||
| 010 | Roadway Excavation | Pending | 0 | $-944,221.39 | 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 | 081115 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09804600815 | ||||||
| Estimate Nbr | 0117 | Period | 12/14/2013 TO 01/10/2014 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | DE09804600815 | Fed/State Project Number | APD 80-6 (29) | 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 (REVISED: 10-20-08) | 00003 | TON | 3,773.00 | 3,773.000 | 4,198.520 | 4,198.520 | 24.20 | 101,604.18 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 87.00 | 87.000 | 1,072.600 | 1,072.600 | 18.50 | 19,843.10 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 (REVISED: 10-20-08) | 00221 | TON | 4,191.00 | 4,191.000 | 4,989.400 | 4,989.400 | 107.60 | 536,859.44 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,225.00 | 0.00 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 (REVISED: 10-20-08) | 00301 | TON | 623.00 | 623.000 | 658.600 | 658.600 | 124.30 | 81,863.98 | |||
| 0080 | ENTRANCE PIPE-15 IN | 00440 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 34.00 | 680.00 | |||
| 0090 | CULVERT PIPE-18 IN | 00462 | LF | 149.00 | 149.000 | 149.000 | 149.000 | 46.00 | 6,854.00 | |||
| 0100 | CULVERT PIPE-30 IN | 00466 | LF | 256.00 | 256.000 | 256.000 | 256.000 | 73.00 | 18,688.00 | |||
| 0110 | CULVERT PIPE-36 IN | 00468 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 95.00 | 8,550.00 | |||
| 0120 | CULVERT PIPE-42 IN | 00469 | LF | 178.00 | 178.000 | 102.000 | 102.000 | 119.00 | 12,138.00 | |||
| 0130 | CULVERT PIPE-48 IN | 00470 | LF | 54.00 | 54.000 | 54.000 | 54.000 | 128.00 | 6,912.00 | |||
| 0140 | CULVERT PIPE-60 IN | 00472 | LF | 412.00 | 412.000 | 412.000 | 412.000 | 186.00 | 76,632.00 | |||
| 0150 | CULVERT PIPE-78 IN EQUIV | 00505 | LF | 98.00 | 98.000 | 98.000 | 98.000 | 338.00 | 33,124.00 | |||
| 0160 | STORM SEWER PIPE-18 IN | 00522 | LF | 947.00 | 947.000 | 851.000 | 851.000 | 42.00 | 35,742.00 | |||
| 0170 | STORM SEWER PIPE-24 IN | 00524 | LF | 159.00 | 159.000 | 73.000 | 73.000 | 53.00 | 3,869.00 | |||
| 0180 | STORM SEWER PIPE-30 IN | 00526 | LF | 563.00 | 563.000 | 559.500 | 559.500 | 68.00 | 38,046.00 | |||
| 0190 | STORM SEWER PIPE-36 IN | 00528 | LF | 203.00 | 203.000 | 95.000 | 95.000 | 88.00 | 8,360.00 | |||
| 0200 | STORM SEWER PIPE-48 IN | 00530 | LF | 427.00 | 427.000 | 427.000 | 427.000 | 124.00 | 52,948.00 | |||
| 0210 | STORM SEWER PIPE-60 IN | 00532 | LF | 600.00 | 600.000 | 260.000 | 260.000 | 174.00 | 45,240.00 | |||
| 0220 | PERFORATED PIPE-4 IN | 01000 | LF | 1,555.00 | 1,555.000 | 346.000 | 346.000 | 15.00 | 5,190.00 | |||
| 0230 | PERFORATED PIPE-8 IN | 01002 | LF | 2,000.00 | 2,000.000 | 100.000 | 100.000 | 21.00 | 2,100.00 | |||
| 0240 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0250 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0260 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 8.000 | 8.000 | 400.00 | 3,200.00 | |||
| 0270 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0280 | PERF PIPE HEADWALL TY 2-8 IN | 01026 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0290 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0300 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0310 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0320 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,740.00 | 2,740.00 | |||
| 0330 | DROP BOX INLET TYPE 1 | 01490 | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 3,120.00 | 34,320.00 | |||
| 0340 | DROP BOX INLET TYPE 2 | 01493 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,135.00 | 6,270.00 | |||
| 0350 | DROP BOX INLET TYPE 5B | 01505 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 3,600.00 | 36,000.00 | |||
| 0360 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,277.00 | 10,554.00 | |||
| 0370 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 50.00 | 50.000 | 38.000 | 38.000 | 34.50 | 1,311.00 | |||
| 0380 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 13.75 | 0.00 | |||
| 0390 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 0400 | TEMP DITCH | 02159 | LF | 4,200.00 | 4,200.000 | 3,795.000 | 3,795.000 | 0.60 | 2,277.00 | |||
| 0410 | ROADWAY EXCAVATION | 02200 | CUYD | 6,127,995.00 | 6,127,995.000 | 5,771,696.500 | 5,771,696.500 | 2.87 | 16,564,768.95 | |||
| 0420 | WATER | 02242 | MGAL | 0.50 | 0.500 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0430 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 12,741.00 | 12,741.000 | 0.000 | 0.000 | 5.60 | 0.00 | |||
| 0440 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,237.50 | 1,237.500 | 1,176.250 | 1,176.250 | 22.50 | 26,465.62 | |||
| 0450 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 0460 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 0470 | REMOVE GUARDRAIL | 02381 | LF | 890.00 | 890.000 | 200.000 | 200.000 | 2.00 | 400.00 | |||
| 0480 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 0490 | TEMP GUARDRAIL | 02397 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0500 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0510 | WITNESS POST | 02432 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0520 | PLUG WATER WELL | 02475 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,200.00 | 12,000.00 | |||
| 0530 | CHANNEL LINING CLASS IA | 02482 | TON | 909.00 | 909.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0540 | CHANNEL LINING CLASS II | 02483 | TON | 6,396.00 | 6,396.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0550 | CHANNEL LINING CLASS IV | 02488 | CUYD | 6,985.00 | 6,985.000 | 1,855.000 | 1,855.000 | 6.00 | 11,130.00 | |||
| 0560 | CEMENT | 02542 | TON | 33.00 | 33.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0570 | CLEARING AND GRUBBING 157 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 761,000.00 | 761,000.00 | |||
| 0580 | SIGNS | 02562 | SQFT | 375.00 | 375.000 | 378.000 | 378.000 | 15.00 | 5,670.00 | |||
| 0590 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 10,000.00 | 10,000.000 | 6,706.760 | 6,706.760 | 2.00 | 13,413.52 | |||
| 0600 | RETAINING WALL-GABION | 02610 | CUYD | 130.00 | 130.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0610 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.660 | 0.660 | 42,000.00 | 27,720.00 | |||
| 0620 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0630 | TEMP SILT FENCE | 02701 | LF | 4,200.00 | 4,200.000 | 5,146.000 | 5,146.000 | 3.00 | 15,438.00 | |||
| 0640 | SILT TRAP TYPE A | 02703 | EACH | 156.00 | 156.000 | 26.000 | 26.000 | 200.00 | 5,200.00 | |||
| 0650 | SILT TRAP TYPE B | 02704 | EACH | 156.00 | 156.000 | 100.000 | 100.000 | 125.00 | 12,500.00 | |||
| 0660 | SILT TRAP TYPE C | 02705 | EACH | 156.00 | 156.000 | 19.000 | 19.000 | 125.00 | 2,375.00 | |||
| 0670 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 468.00 | 468.000 | 14.000 | 14.000 | 25.00 | 350.00 | |||
| 0680 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 468.00 | 468.000 | 33.000 | 33.000 | 25.00 | 825.00 | |||
| 0690 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 468.00 | 468.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
| 0700 | CLEAN TEMP SILT FENCE | 02709 | LF | 4,200.00 | 4,200.000 | 130.000 | 130.000 | 0.01 | 1.30 | |||
| 0710 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.660 | 0.660 | 258,000.00 | 170,280.00 | |||
| 0720 | REMOVE STRUCTURE 6X4 RCBC | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,580.00 | 0.00 | |||
| 0730 | REMOVE STRUCTURE UPPER RETAING WALL AT KY 195 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0740 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0750 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0760 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 200.00 | 200.000 | 400.000 | 400.000 | 20.00 | 8,000.00 | |||
| 0770 | STEEL PIPE-2 1/2 IN | 03340 | LF | 168.00 | 168.000 | 100.500 | 100.500 | 70.00 | 7,035.00 | |||
| 0780 | STEEL PIPE-4 IN | 03343 | LF | 168.00 | 168.000 | 100.500 | 100.500 | 80.00 | 8,040.00 | |||
| 0790 | EROSION CONTROL BLANKET | 05950 | SQYD | 50,067.00 | 50,067.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0800 | TEMP MULCH | 05952 | SQYD | 758,912.00 | 758,912.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0810 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 151,782.00 | 151,782.000 | 19,179.650 | 19,179.650 | 0.20 | 3,835.93 | |||
| 0820 | TOPDRESSING FERTILIZER | 05966 | TON | 48.00 | 48.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0830 | SEEDING AND PROTECTION | 05985 | SQYD | 758,912.00 | 758,912.000 | 41,035.222 | 488,751.043 | 529,786.265 | 0.39 | 16,003.73 | 206,616.64 | |
| 0840 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 10,000.00 | 10,000.000 | 186,862.153 | 186,862.153 | 0.25 | 46,715.53 | |||
| 0850 | SODDING | 05990 | SQYD | 80.00 | 80.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0860 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 14,572.00 | 14,572.000 | 20,607.400 | 20,607.400 | 0.26 | 5,357.92 | |||
| 0870 | CONCRETE-CLASS A | 08100 | CUYD | 62.08 | 62.080 | 57.245 | 57.245 | 900.00 | 51,520.50 | |||
| 0880 | STEEL REINFORCEMENT | 08150 | LB | 4,395.00 | 4,395.000 | 3,998.000 | 3,998.000 | 1.72 | 6,876.56 | |||
| 0890 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,068.00 | 2,068.000 | 2,073.900 | 2,073.900 | 6.00 | 12,443.40 | |||
| 0900 | FUEL ADJUSTMENT | 10020NS | DOLL | 884,035.00 | 884,035.000 | 259,386.830 | 259,386.830 | 1.00 | 259,386.83 | |||
| 0910 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 11,465.00 | 11,465.000 | -15,638.040 | -15,638.040 | 1.00 | -15,638.04 | |||
| 0920 | GRANULAR PILE CORE | 20209EP69 | CUYD | 25,000.00 | 25,000.000 | 23,310.320 | 23,310.320 | 16.00 | 372,965.12 | |||
| 0930 | PNEUMATIC BACKSTOWING | 20667ED | TON | 2,667.00 | 2,667.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0940 | CAP MINE SHAFT | 22626EN | SQYD | 10.00 | 10.000 | 0.000 | 0.000 | 360.00 | 0.00 | |||
| 0950 | HEADWALL-42 IN-MOD | 22627NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,200.00 | 0.00 | |||
| 0960 | DROP BOX INLET-MOD | 22628NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| 1860 | CONCRETE-CLASS B (ADDED: 10-29-08) | 02555 | CUYD | 288.00 | 288.000 | 98.000 | 98.000 | 200.00 | 19,600.00 | |||
| 5500 | EARTHWORK MITIGATION MAX. ALLOWABLE BID | 21477ND | LS | 1.00 | 1.000 | 0.750 | 0.750 | 520,000.00 | 390,000.00 | |||
| 8001 | CULVERT PIPE-84 IN | 00476 | LF | 0.00 | 92.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 8002 | STORM SEWER PIPE-30 IN | 00526 | LF | 0.00 | 438.000 | 418.000 | 418.000 | 58.75 | 24,557.50 | |||
| 8003 | STORM SEWER PIPE-36 IN | 00528 | LF | 0.00 | 616.000 | 616.000 | 616.000 | 67.00 | 41,272.00 | |||
| 8004 | STORM SEWER PIPE-42 IN | 00529 | LF | 0.00 | 123.000 | 123.000 | 123.000 | 86.00 | 10,578.00 | |||
| 8005 | METAL END SECTION TY 4-42 IN | 01416 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
| 8006 | DROP BOX INLET TYPE 1 | 01490 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 2,700.00 | 8,100.00 | |||
| 8007 | DROP BOX INLET TYPE 5B | 01505 | EACH | 0.00 | 3.000 | 5.000 | 5.000 | 2,400.00 | 12,000.00 | |||
| 8008 | DROP BOX INLET TYPE 7 | 01538 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 8009 | CHANNEL LINING CLASS IV | 02488 | CUYD | 0.00 | 25,483.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 8010 | TOPDRESSING FERTILIZER | 05966 | TON | 0.00 | 5.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 8011 | SEEDING AND PROTECTION | 05985 | SQYD | 0.00 | 140,000.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 8012 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 0.00 | 5,000.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 8013 | CONCRETE-CLASS A | 08100 | CUYD | 0.00 | 28.340 | 2.670 | 2.670 | 750.00 | 2,002.50 | |||
| 8014 | STEEL REINFORCEMENT | 08150 | LB | 0.00 | 2,258.000 | 215.000 | 215.000 | 1.00 | 215.00 | |||
| 8017 | CULVERT PIPE-12 IN | 00460 | LF | 0.00 | 40.000 | 0.000 | 0.000 | 89.24 | 0.00 | |||
| 8018 | COST PLUS WORK for temporary sedimentation basin | 10080NSD | DOLL | 0.00 | 184,589.500 | 174,635.400 | 174,635.400 | 1.00 | 174,635.40 | |||
| 8019 | CLEARING AND GRUBBING for areas between 543+00 to 574+00 | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 145,413.90 | 145,413.90 | |||
| 8020 | STAKING for areas between 543+00 to 574+00 | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8021 | OVERHAUL | 10300NX | DOLL | 0.00 | 216,038.930 | 216,038.930 | 216,038.930 | 1.00 | 216,038.93 | |||
| 8022 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 28,744.710 | 28,744.710 | 28,744.710 | 1.00 | 28,744.71 | |||
| 8023 | PIPE DEFLECTION DEDUCTION | 10065NS | DOLL | 0.00 | 0.001 | -5,820.000 | -5,820.000 | 1.00 | -5,820.00 | |||
| 8024 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -118,750.000 | -118,750.000 | 1.00 | -118,750.00 | |||
| Project | DE09804600815 | Fed/State Project Number | APD 80-6 (29) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0970 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 897,000.00 | 897,000.00 | |||
| 0980 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 644,130.59 | 0.00 | |||
| Project | DE09804600815 | Fed/State Project Number | APD 80-6 (29) | Category | 0003 BRIDGE WB 25240 | |||||||
| 0990 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 154.00 | 154.000 | 167.470 | 167.470 | 47.25 | 7,912.95 | |||
| 1000 | MASONRY COATING | 02998 | SQYD | 1,508.00 | 1,508.000 | 1,447.220 | 1,447.220 | 10.60 | 15,340.53 | |||
| 1010 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 114.00 | 114.000 | 0.000 | 0.000 | 77.00 | 0.00 | |||
| 1020 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 473.00 | 473.000 | 467.560 | 467.560 | 31.35 | 14,658.00 | |||
| 1030 | TEST PILES | 08033 | LF | 259.00 | 259.000 | 232.630 | 232.630 | 89.00 | 20,704.07 | |||
| 1040 | PILES-STEEL HP14X73 | 08050 | LF | 1,035.00 | 1,035.000 | 1,174.620 | 1,174.620 | 89.00 | 104,541.18 | |||
| 1050 | PILE POINTS-14 IN | 08095 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 100.00 | 2,400.00 | |||
| 1060 | CONCRETE-CLASS A | 08100 | CUYD | 380.00 | 380.000 | 380.000 | 380.000 | 511.00 | 194,180.00 | |||
| 1070 | CONCRETE-CLASS AA | 08104 | CUYD | 485.00 | 485.000 | 485.000 | 485.000 | 516.00 | 250,260.00 | |||
| 1080 | STEEL REINFORCEMENT | 08150 | LB | 45,421.00 | 45,421.000 | 45,421.000 | 45,421.000 | 1.05 | 47,692.05 | |||
| 1090 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 121,719.00 | 121,719.000 | 121,719.000 | 121,719.000 | 1.15 | 139,976.85 | |||
| 1100 | STRUCTURAL STEEL 360 LBS. | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,770.00 | 0.00 | |||
| 1110 | APPROACH SLAB | 08500 | SQYD | 150.00 | 150.000 | 150.000 | 150.000 | 298.00 | 44,700.00 | |||
| 1120 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,386.00 | 1,386.000 | 1,386.000 | 1,386.000 | 312.00 | 432,432.00 | |||
| 1130 | RAIL SYSTEM TYPE III | 21532ED | LF | 470.00 | 470.000 | 470.000 | 470.000 | 95.50 | 44,885.00 | |||
| 8016 | MASS CONCRETE Pier #6 Eastbound | 10040ES | CUYD | 0.00 | 50.000 | 50.000 | 50.000 | 232.14 | 11,607.00 | |||
| Project | DE09804600815 | Fed/State Project Number | APD 80-6 (29) | Category | 0004 BRIDGE EB | |||||||
| 1140 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 181.00 | 181.000 | 181.000 | 181.000 | 47.25 | 8,552.25 | |||
| 1150 | MASONRY COATING | 02998 | SQYD | 1,513.00 | 1,513.000 | 1,410.060 | 1,410.060 | 10.60 | 14,946.63 | |||
| 1160 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 114.00 | 114.000 | 114.000 | 114.000 | 77.00 | 8,778.00 | |||
| 1170 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 433.00 | 433.000 | 439.130 | 439.130 | 31.35 | 13,766.72 | |||
| 1180 | TEST PILES | 08033 | LF | 486.00 | 486.000 | 391.190 | 391.190 | 89.00 | 34,815.91 | |||
| 1190 | PILES-STEEL HP14X73 | 08050 | LF | 2,214.00 | 2,214.000 | 2,497.530 | 2,497.530 | 89.00 | 222,280.17 | |||
| 1200 | PILE POINTS-14 IN | 08095 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 100.00 | 4,800.00 | |||
| 1210 | CONCRETE-CLASS A | 08100 | CUYD | 313.00 | 313.000 | 313.000 | 313.000 | 511.00 | 159,943.00 | |||
| 1220 | CONCRETE-CLASS AA | 08104 | CUYD | 496.00 | 496.000 | 496.000 | 496.000 | 516.00 | 255,936.00 | |||
| 1230 | STEEL REINFORCEMENT | 08150 | LB | 44,238.00 | 44,238.000 | 44,238.000 | 44,238.000 | 1.05 | 46,449.90 | |||
| 1240 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 122,227.00 | 122,227.000 | 122,227.000 | 122,227.000 | 1.15 | 140,561.05 | |||
| 1250 | STRUCTURAL STEEL 360 POUNDS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,770.00 | 8,770.00 | |||
| 1260 | APPROACH SLAB | 08500 | SQYD | 150.00 | 150.000 | 150.000 | 150.000 | 298.00 | 44,700.00 | |||
| 1270 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,386.00 | 1,386.000 | 1,386.000 | 1,386.000 | 312.00 | 432,432.00 | |||
| 1280 | RAIL SYSTEM TYPE III | 21532ED | LF | 470.00 | 470.000 | 470.000 | 470.000 | 95.50 | 44,885.00 | |||
| Project | DE09804600815 | Fed/State Project Number | APD 80-6 (29) | Category | 0005 BRIDGE WB 25271 | |||||||
| 1290 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 56.00 | 56.000 | 0.000 | 0.000 | 47.25 | 0.00 | |||
| 1300 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 84.00 | 84.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1310 | MASONRY COATING | 02998 | SQYD | 5,887.50 | 8,882.500 | 0.000 | 0.000 | 10.60 | 0.00 | |||
| 1320 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 77.00 | 0.00 | |||
| 1330 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 5,717.20 | 5,717.200 | 3,564.122 | 3,564.122 | 25.00 | 89,103.05 | |||
| 1340 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 3,967.10 | 3,967.100 | 754.447 | 754.447 | 33.00 | 24,896.75 | |||
| 1350 | RETAINING WALL ESTIMATED AREA | 08018 | SQFT | 1,211.00 | 1,211.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1360 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,491.00 | 1,491.000 | 0.000 | 0.000 | 31.35 | 0.00 | |||
| 1370 | CONCRETE-CLASS A | 08100 | CUYD | 4,314.90 | 4,314.900 | 3,491.155 | 3,491.155 | 511.00 | 1,783,980.20 | |||
| 1380 | CONCRETE-CLASS AA | 08104 | CUYD | 1,593.90 | 1,593.900 | 0.000 | 0.000 | 516.00 | 0.00 | |||
| 1390 | STEEL REINFORCEMENT | 08150 | LB | 980,071.00 | 980,071.000 | 833,330.857 | 833,330.857 | 1.05 | 874,997.39 | |||
| 1400 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 476,792.00 | 476,792.000 | 11,152.000 | 11,152.000 | 1.15 | 12,824.80 | |||
| 1410 | STRUCTURAL STEEL 1380 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,710.00 | 0.00 | |||
| 1420 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 179.00 | 0.00 | |||
| 1430 | PRECAST PC I BEAM TYPE 7 72 INCH DEEP | 08637 | LF | 5,490.00 | 5,490.000 | 0.000 | 0.000 | 364.00 | 0.00 | |||
| 1440 | BRIDGE CHAIN LINK FENCE-9 FT | 08713 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 75.50 | 0.00 | |||
| 1450 | RAIL SYSTEM TYPE III | 21532ED | LF | 2,278.00 | 2,278.000 | 0.000 | 0.000 | 95.50 | 0.00 | |||
| 8015 | MASS CONCRETE PIER # 5 WB | 10040ES | CUYD | 0.00 | 30.000 | 30.000 | 30.000 | 289.70 | 8,691.00 | |||
| Project | DE09804600815 | Fed/State Project Number | APD 80-6 (29) | Category | 0006 BRIDGE EB | |||||||
| 0816 | MASS CONCRETE PIER # 5 EB | 10040ES | CUYD | 0.00 | 30.000 | 30.000 | 30.000 | 240.62 | 7,218.60 | |||
| 1460 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 53.00 | 53.000 | 0.000 | 0.000 | 47.25 | 0.00 | |||
| 1470 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 79.00 | 79.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1480 | MASONRY COATING | 02998 | SQYD | 5,879.40 | 8,883.400 | 0.000 | 0.000 | 10.60 | 0.00 | |||
| 1490 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 77.00 | 0.00 | |||
| 1500 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 6,318.80 | 6,318.800 | 3,896.365 | 3,896.365 | 25.00 | 97,409.12 | |||
| 1510 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 3,918.80 | 3,918.800 | 1,240.187 | 1,240.187 | 33.00 | 40,926.17 | |||
| 1520 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,638.00 | 1,638.000 | 0.000 | 0.000 | 31.35 | 0.00 | |||
| 1530 | CONCRETE-CLASS A | 08100 | CUYD | 4,221.00 | 4,221.000 | 3,319.808 | 3,319.808 | 511.00 | 1,696,421.88 | |||
| 1540 | CONCRETE-CLASS AA | 08104 | CUYD | 1,595.10 | 1,595.100 | 0.000 | 0.000 | 516.00 | 0.00 | |||
| 1550 | STEEL REINFORCEMENT | 08150 | LB | 954,065.00 | 954,065.000 | 804,228.959 | 804,228.959 | 1.05 | 844,440.40 | |||
| 1560 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 479,435.00 | 479,435.000 | 10,382.000 | 10,382.000 | 1.15 | 11,939.30 | |||
| 1570 | STRUCTURAL STEEL 1500 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,600.00 | 0.00 | |||
| 1580 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 179.00 | 0.00 | |||
| 1590 | PRECAST PC I BEAM TYPE 7 72 INCH DEEP | 08637 | LF | 5,485.00 | 5,485.000 | 0.000 | 0.000 | 364.00 | 0.00 | |||
| 1600 | BRIDGE CHAIN LINK FENCE-9 FT | 08713 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 75.50 | 0.00 | |||
| 1610 | RAIL SYSTEM TYPE III | 21532ED | LF | 2,298.00 | 2,298.000 | 0.000 | 0.000 | 95.50 | 0.00 | |||
| Project | DE09804600815 | Fed/State Project Number | APD 80-6 (29) | Category | 0007 BRIDGE | |||||||
| 1620 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 151.00 | 151.000 | 152.109 | 152.109 | 47.25 | 7,187.15 | |||
| 1630 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 318.00 | 318.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| 1640 | MASONRY COATING | 02998 | SQYD | 1,787.00 | 1,787.000 | 1,787.000 | 1,787.000 | 10.60 | 18,942.20 | |||
| 1650 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 77.00 | 0.00 | |||
| 1660 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 336.00 | 336.000 | 773.030 | 773.030 | 25.00 | 19,325.75 | |||
| 1670 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,782.00 | 1,782.000 | 1,019.150 | 1,019.150 | 32.00 | 32,612.80 | |||
| 1680 | TEST PILES | 08033 | LF | 123.00 | 123.000 | 123.000 | 123.000 | 89.00 | 10,947.00 | |||
| 1690 | PILES-STEEL HP14X73 | 08050 | LF | 1,447.00 | 1,447.000 | 1,368.200 | 1,368.200 | 89.00 | 121,769.80 | |||
| 1700 | PILE POINTS-14 IN | 08095 | EACH | 78.00 | 78.000 | 78.000 | 78.000 | 100.00 | 7,800.00 | |||
| 1710 | CONCRETE-CLASS A | 08100 | CUYD | 341.00 | 341.000 | 341.000 | 341.000 | 511.00 | 174,251.00 | |||
| 1720 | CONCRETE-CLASS AA | 08104 | CUYD | 769.00 | 769.000 | 769.000 | 769.000 | 516.00 | 396,804.00 | |||
| 1730 | STEEL REINFORCEMENT | 08150 | LB | 72,737.00 | 72,737.000 | 71,982.520 | 71,982.520 | 1.05 | 75,581.64 | |||
| 1740 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 239,630.00 | 239,630.000 | 239,630.000 | 239,630.000 | 1.15 | 275,574.50 | |||
| 1750 | STRUCTURAL STEEL 3198 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,620.00 | 0.00 | |||
| 1760 | APPROACH SLAB | 08500 | SQYD | 169.00 | 169.000 | 169.000 | 169.000 | 298.00 | 50,362.00 | |||
| 1770 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,576.00 | 2,576.000 | 2,576.000 | 2,576.000 | 312.00 | 803,712.00 | |||
| 1780 | RAIL SYSTEM TYPE III | 21532ED | LF | 746.00 | 746.000 | 746.000 | 746.000 | 95.50 | 71,243.00 | |||
| Project | DE09804600815 | Fed/State Project Number | APD 80-6 (29) | Category | 0008 BRIDGE 25273 | |||||||
| 1790 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 1800 | FOUNDATION PREPARATION 25273 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 1810 | CONCRETE-CLASS A | 08100 | CUYD | 117.00 | 117.000 | 117.000 | 117.000 | 511.00 | 59,787.00 | |||
| 1820 | STEEL REINFORCEMENT | 08150 | LB | 12,215.00 | 12,215.000 | 12,215.000 | 12,215.000 | 1.05 | 12,825.75 | |||
| Project | DE09804600815 | Fed/State Project Number | APD 80-6 (29) | Category | 0009 TRAINEES | |||||||
| 1830 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER TRAINEE | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.00 | 1,400.00 | |||
| 1840 | TRAINEE PAYMENT REIMBURSEMENT 1 ARTICULATING TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,000.00 | 1,000.000 | 319.000 | 319.000 | 1.00 | 319.00 | |||
| 1850 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 652.500 | 652.500 | 1.00 | 652.50 | |||
| SUBTOT | $16,003.73 |
$32,092,848.52 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1390-1-0I |
STEEL REINFORCEMENT | LB |
73,746.00 | 0003 | $0.507020 | $37,390.69 | ||||||
1430-1-0I |
I BEAM, TYPE 7 | LF |
2,412.00 | 0003 | $207.582550 | $500,689.11 | ||||||
1550-1-0I |
STEEL REINFORCEMENT | LB |
90,084.00 | 0003 | $0.507020 | $45,674.38 | ||||||
1390-3-0I |
STEEL REINUN 615GR60 | LF |
45,933.00 | 0004 | $0.507020 | $23,288.94 | ||||||
1390-2-0I |
STEEL REINUN 615GR60 | LF |
19,578.00 | 0004 | $0.507020 | $9,926.43 | ||||||
1550-2-0I |
STEEL REINUN 615GR60 | LF |
28,641.00 | 0004 | $0.507020 | $14,521.55 | ||||||
1390-4-0I |
STEEL REINUN 615GR60 | LB |
19,578.00 | 0006 | $0.507020 | $9,926.43 | ||||||
1390-5-0I |
STEEL REINUN 615GR60 | LB |
45,933.00 | 0006 | $0.507020 | $23,288.94 | ||||||
1430-3-0I |
I BEAM, TYPE 7 | LF |
536.00 | 0006 | $207.582560 | $111,264.25 | ||||||
1430-2-0I |
I BEAM, TYPE 7 | LF |
804.80 | 0006 | $207.462140 | $166,965.53 | ||||||
1550-3-0I |
STEEL REINUN 615GR60 | LB |
28,641.00 | 0006 | $0.507020 | $14,521.55 | ||||||
1590-1-0I |
I BEAM, TYPE 7 | LF |
804.80 | 0006 | $207.462140 | $166,965.53 | ||||||
1590-2-0I |
I BEAM, TYPE 7 | LF |
1,876.00 | 0006 | $207.582560 | $389,424.88 | ||||||
1390-6-0I |
STEEL REINUN 615GR60 | LB |
45,019.00 | 0008 | $0.507020 | $22,825.53 | ||||||
1390-7-0I |
STEEL REINUN 615GR60 | LB |
43,879.00 | 0012 | $0.507020 | $22,247.53 | ||||||
1550-6-0I |
STEEL REINUN 615GR60 | LB |
42,126.00 | 0012 | $0.507020 | $21,358.72 | ||||||
1550-5-0I |
STEEL REINUN 615GR60 | LB |
34,879.00 | 0012 | $0.507020 | $17,684.35 | ||||||
1550-4-0I |
STEEL REINUN 615GR60 | LB |
35,665.00 | 0012 | $0.507020 | $18,082.86 | ||||||
0150-1-0I |
PIPE, ALUM ARCH CUL | LF |
98.00 | 0013 | $160.240410 | $15,703.56 | ||||||
1770-2-0I |
I BEAM, TYPE 4 | LF |
224.90 | 0013 | $155.582000 | $34,990.39 | ||||||
1770-1-0I |
I BEAM, TYPE 4 | LF |
2,351.10 | 0013 | $155.581500 | $365,787.66 | ||||||
1390-8-0I |
STEEL REINUN 615GR60 | LB |
43,879.00 | 0018 | $0.507020 | $22,247.53 | ||||||
1550-8-0I |
STEEL REINUN 615GR60 | LB |
43,441.00 | 0018 | $0.507020 | $22,025.46 | ||||||
1550-7-0I |
STEEL REINUN 615GR60 | LB |
44,852.00 | 0018 | $0.507020 | $22,740.86 | ||||||
1430-4-0I |
I BEAM, TYPE 7 | LF |
4,149.20 | 0021 | $207.172200 | $859,598.89 | ||||||
1590-3-0I |
I BEAM, TYPE 7 | LF |
2,804.20 | 0021 | $207.787200 | $582,676.86 | ||||||
0620-1-0I |
SETTLEMENT PLATFORM | EACH |
2.00 | 0024 | $704.900000 | $1,409.80 | ||||||
0770-1-0I |
PIPE, STEEL ENCASEME | LF |
168.00 | 0024 | $38.266000 | $6,428.69 | ||||||
0780-1-0I |
PIPE, STEEL ENCASEME | LF |
168.00 | 0024 | $34.238000 | $5,751.98 | ||||||
1390-9-0I |
STEEL REINUN 615GR60 | LB |
68,142.00 | 0026 | $0.456670 | $31,118.41 | ||||||
1550-9-0I |
STEEL REINUN 615GR60 | LB |
66,937.00 | 0026 | $0.456670 | $30,568.12 | ||||||
1390-10-0I |
STEEL REINUN 615GR60 | LB |
53,498.00 | 0029 | $0.456000 | $24,395.09 | ||||||
1550-10-0I |
STEEL REINUN 615GR60 | LB |
53,498.00 | 0029 | $0.456000 | $24,395.08 | ||||||
1120-1-0I |
I BEAM, TYPE 4 | LF |
1,386.00 | 0031 | $149.167000 | $206,745.46 | ||||||
1270-1-0I |
I BEAM, TYPE 4 | LF |
1,386.00 | 0031 | $149.167000 | $206,745.46 | ||||||
1720-1-0I |
STAY IN PL FORMS | SQFT |
16,412.00 | 0058 | $3.435100 | $0.00 | ||||||
1720-1-2I |
STAY IN PL FORMS | SQFT |
16,412.00 | 0059 | $3.435100 | $56,376.86 | ||||||
1390-5-0A |
STEEL REINUN 615GR60 | LB |
45,933.00 | 0006 | $0.507020 | $-23,288.94 | ||||||
1390-4-0A |
STEEL REINUN 615GR60 | LB |
19,578.00 | 0006 | $0.507020 | $-9,926.43 | ||||||
1390-3-0A |
STEEL REINUN 615GR60 | LF |
45,933.00 | 0006 | $0.507020 | $-23,288.94 | ||||||
1390-2-0A |
STEEL REINUN 615GR60 | LF |
19,578.00 | 0006 | $0.507020 | $-9,926.43 | ||||||
1390-1-0A |
STEEL REINFORCEMENT | LB |
57,583.29 | 0006 | $0.507020 | $-29,195.88 | ||||||
1390-1-0A |
STEEL REINFORCEMENT | LB |
9,213.09 | 0007 | $0.507020 | $-4,671.22 | ||||||
1390-6-0A |
STEEL REINUN 615GR60 | LB |
45,019.00 | 0008 | $0.507020 | $-22,825.53 | ||||||
1390-1-0A |
STEEL REINFORCEMENT | LB |
6,949.61 | 0008 | $0.507020 | $-3,523.59 | ||||||
1550-3-0A |
STEEL REINUN 615GR60 | LB |
28,641.00 | 0011 | $0.507020 | $-14,521.55 | ||||||
1550-2-0A |
STEEL REINUN 615GR60 | LF |
28,641.00 | 0011 | $0.507020 | $-14,521.55 | ||||||
1550-1-0A |
STEEL REINFORCEMENT | LB |
64,456.17 | 0011 | $0.507020 | $-32,680.56 | ||||||
1390-7-0A |
STEEL REINUN 615GR60 | LB |
11,440.84 | 0012 | $0.507020 | $-5,800.73 | ||||||
1550-6-0A |
STEEL REINUN 615GR60 | LB |
11,887.26 | 0012 | $0.507020 | $-6,027.08 | ||||||
1550-5-0A |
STEEL REINUN 615GR60 | LB |
11,887.26 | 0012 | $0.507020 | $-6,027.08 | ||||||
1550-4-0A |
STEEL REINUN 615GR60 | LB |
11,887.26 | 0012 | $0.507020 | $-6,027.08 | ||||||
1550-1-0A |
STEEL REINFORCEMENT | LB |
11,887.26 | 0012 | $0.507020 | $-6,027.08 | ||||||
1390-7-0A |
STEEL REINUN 615GR60 | LB |
10,936.14 | 0013 | $0.507020 | $-5,544.84 | ||||||
1550-5-0A |
STEEL REINUN 615GR60 | LB |
22,991.73 | 0013 | $0.507020 | $-11,657.27 | ||||||
1550-6-0A |
STEEL REINUN 615GR60 | LB |
30,238.73 | 0013 | $0.507020 | $-15,331.64 | ||||||
1550-4-0A |
STEEL REINUN 615GR60 | LB |
23,777.73 | 0013 | $0.507020 | $-12,055.78 | ||||||
1550-1-0A |
STEEL REINFORCEMENT | LB |
13,740.55 | 0013 | $0.507020 | $-6,966.74 | ||||||
1390-7-0A |
STEEL REINUN 615GR60 | LB |
10,431.44 | 0015 | $0.507020 | $-5,288.95 | ||||||
0150-1-0A |
PIPE, ALUM ARCH CUL | LF |
98.00 | 0017 | $160.240410 | $-15,703.56 | ||||||
1390-7-0A |
STEEL REINUN 615GR60 | LB |
9,926.75 | 0017 | $0.507020 | $-5,033.06 | ||||||
1390-8-0A |
STEEL REINUN 615GR60 | LB |
9,422.05 | 0018 | $0.507020 | $-4,777.17 | ||||||
1390-7-0A |
STEEL REINUN 615GR60 | LB |
1,143.81 | 0018 | $0.507020 | $-579.94 | ||||||
1550-8-0A |
STEEL REINUN 615GR60 | LB |
9,878.32 | 0018 | $0.507020 | $-5,008.51 | ||||||
1550-7-0A |
STEEL REINUN 615GR60 | LB |
9,878.32 | 0018 | $0.507020 | $-5,008.51 | ||||||
1550-8-0A |
STEEL REINUN 615GR60 | LB |
9,376.09 | 0019 | $0.507020 | $-4,753.87 | ||||||
1550-7-0A |
STEEL REINUN 615GR60 | LB |
9,376.09 | 0019 | $0.507020 | $-4,753.87 | ||||||
1390-8-0A |
STEEL REINUN 615GR60 | LB |
8,917.13 | 0020 | $0.507020 | $-4,521.16 | ||||||
1550-8-0A |
STEEL REINUN 615GR60 | LB |
8,873.63 | 0020 | $0.507020 | $-4,499.11 | ||||||
1550-7-0A |
STEEL REINUN 615GR60 | LB |
8,873.63 | 0020 | $0.507020 | $-4,499.11 | ||||||
1390-8-0A |
STEEL REINUN 615GR60 | LB |
25,539.81 | 0021 | $0.507020 | $-12,949.20 | ||||||
1550-8-0A |
STEEL REINUN 615GR60 | LB |
15,312.94 | 0021 | $0.507020 | $-7,763.97 | ||||||
1550-7-0A |
STEEL REINUN 615GR60 | LB |
16,723.94 | 0021 | $0.507020 | $-8,479.37 | ||||||
1390-9-0A |
STEEL REINUN 615GR60 | LB |
68,142.00 | 0026 | $0.456670 | $-31,118.41 | ||||||
1550-9-0A |
STEEL REINUN 615GR60 | LB |
30,904.13 | 0027 | $0.456670 | $-14,112.99 | ||||||
1390-10-0A |
STEEL REINUN 615GR60 | LB |
11,945.53 | 0029 | $0.456000 | $-5,447.17 | ||||||
1550-9-0A |
STEEL REINUN 615GR60 | LB |
36,032.87 | 0029 | $0.456670 | $-16,455.13 | ||||||
1550-10-0A |
STEEL REINUN 615GR60 | LB |
53,498.00 | 0029 | $0.456000 | $-24,395.08 | ||||||
1390-10-0A |
STEEL REINUN 615GR60 | LB |
11,440.84 | 0030 | $0.456000 | $-5,217.02 | ||||||
1390-10-0A |
STEEL REINUN 615GR60 | LB |
10,936.14 | 0031 | $0.456000 | $-4,986.88 | ||||||
1390-10-0A |
STEEL REINUN 615GR60 | LB |
10,431.44 | 0032 | $0.456000 | $-4,756.74 | ||||||
1390-10-0A |
STEEL REINUN 615GR60 | LB |
8,744.03 | 0033 | $0.456000 | $-3,987.28 | ||||||
1770-2-0A |
I BEAM, TYPE 4 | LF |
224.90 | 0036 | $155.582000 | $-34,990.39 | ||||||
1770-1-0A |
I BEAM, TYPE 4 | LF |
1,386.00 | 0036 | $155.581500 | $-215,635.96 | ||||||
1770-1-0A |
I BEAM, TYPE 4 | LF |
525.00 | 0037 | $155.581500 | $-81,680.29 | ||||||
0620-1-0A |
SETTLEMENT PLATFORM | EACH |
1.00 | 0044 | $704.900000 | $-704.90 | ||||||
0770-1-0A |
PIPE, STEEL ENCASEME | LF |
5.50 | 0044 | $38.266000 | $-210.46 | ||||||
0780-1-0A |
PIPE, STEEL ENCASEME | LF |
5.50 | 0044 | $34.238000 | $-188.31 | ||||||
0770-1-0A |
PIPE, STEEL ENCASEME | LF |
45.00 | 0048 | $38.266000 | $-1,721.97 | ||||||
0780-1-0A |
PIPE, STEEL ENCASEME | LF |
45.00 | 0048 | $34.238000 | $-1,540.71 | ||||||
0770-1-0A |
PIPE, STEEL ENCASEME | LF |
10.00 | 0049 | $38.266000 | $-382.66 | ||||||
0780-1-0A |
PIPE, STEEL ENCASEME | LF |
10.00 | 0049 | $34.238000 | $-342.38 | ||||||
0770-1-0A |
PIPE, STEEL ENCASEME | LF |
5.00 | 0050 | $38.266000 | $-191.33 | ||||||
0780-1-0A |
PIPE, STEEL ENCASEME | LF |
5.00 | 0050 | $34.238000 | $-171.19 | ||||||
0620-1-0A |
SETTLEMENT PLATFORM | EACH |
1.00 | 0051 | $704.900000 | $-704.90 | ||||||
0770-1-0A |
PIPE, STEEL ENCASEME | LF |
5.00 | 0051 | $38.266000 | $-191.33 | ||||||
0780-1-0A |
PIPE, STEEL ENCASEME | LF |
5.00 | 0051 | $34.238000 | $-171.19 | ||||||
0770-1-0A |
PIPE, STEEL ENCASEME | LF |
10.00 | 0052 | $38.266000 | $-382.66 | ||||||
0780-1-0A |
PIPE, STEEL ENCASEME | LF |
10.00 | 0052 | $34.238000 | $-342.38 | ||||||
0770-1-0A |
PIPE, STEEL ENCASEME | LF |
20.00 | 0054 | $38.266000 | $-765.32 | ||||||
0780-1-0A |
PIPE, STEEL ENCASEME | LF |
20.00 | 0054 | $34.238000 | $-684.76 | ||||||
1120-1-0A |
I BEAM, TYPE 4 | LF |
888.00 | 0084 | $149.167000 | $-132,460.29 | ||||||
1270-1-0A |
I BEAM, TYPE 4 | LF |
1,386.00 | 0084 | $149.167000 | $-206,745.46 | ||||||
1120-1-0A |
I BEAM, TYPE 4 | LF |
498.00 | 0085 | $149.167000 | $-74,285.17 | ||||||
1770-1-0A |
I BEAM, TYPE 4 | LF |
440.10 | 0094 | $155.581500 | $-68,471.42 | ||||||
1720-1-2A |
STAY IN PL FORMS | SQFT |
336.00 | 0102 | $3.435100 | $-1,154.19 | ||||||
1720-1-2A |
STAY IN PL FORMS | SQFT |
184.76 | 0103 | $3.435100 | $-634.67 | ||||||
1720-1-2A |
STAY IN PL FORMS | SQFT |
248.24 | 0104 | $3.435100 | $-852.73 | ||||||
1430-10C |
I BEAM, TYPE 7 | LF |
0.00 | 0006 | $207.582550 | $-500,689.11 | ||||||
1720-10C |
STAY IN PL FORMS | SQFT |
0.00 | 0059 | $0.000000 | $0.00 | ||||||
| SUBTOT | $2,335,525.23 |
|||||||||||