Contract ID: | 090326 | Estimate Number: | 0034 | Contract No: | 411093 | |||
Residency: | COBB ENGINEERING CO., INC. (03003) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | IM-STIM(010) | ||||||||||||
Primary Job Piece No: | 20970(06) | ||||||||||||
Contract Description: | RESURFACE (CONCRETE) I-35: FROM SH-29, EXTEND NORTH TO SH-19. PROJECT LENGTH = 6.505. | ||||||||||||
Primary County: | GARVIN | ||||||||||||
Name of Road: | I-35 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 03/24/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 08/01/2010 TO 08/15/2010 |
Date Awarded: | 03/30/2009 | Date Work Began: | 04/27/2009 | Original Contract Time: | 580 |
Date Contract Executed: | 04/03/2009 | Date Time Stopped: | Current Time Charged: | 476.00 | |
Date NTP Issued: | 04/07/2009 | Completion Date: | Current Time Allowed: | 621.00 | |
General Liability Expires: | 03/01/2011 | Workman's Comp Expires: | 03/01/2011 | Percent Time Used: | 76.65 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $27,800,931.20 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $27,596,883.86 | Participating: | $21,621,339.02 | $18,584,384.74 | $3,036,954.28 | ||
Percent Complete: | 81.30 % | Non Participating: | $371,498.40 | $371,498.40 | $0.00 | ||
Funds Available: | $5,199,416.62 | Non ARRA: | $528,126.91 | $507,618.43 | $20,508.48 | ||
Unearned Balance: | $4,995,369.28 | Total Earnings: | $22,520,964.33 | $19,463,501.57 | $3,057,462.76 | ||
Stockpiled Materials: | $82,336.28 | $82,336.28 | $0.00 | ||||
Gross Earnings: | $22,603,300.61 | $19,545,837.85 | $3,057,462.76 | ||||
Other Adjustments: | $-1,786.03 | $-1,786.03 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $22,601,514.58 | $19,544,051.82 | $3,057,462.76 |
Contract ID: | 090326 | Estimate Number: | 0034 | Primary JP: | 20970(06) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Revise SP 108-STIM01 | Approved | 06/02/2009 | 0.0 | $0.00 |
002 | Revise meathod of measure for earthwork items | Approved | 06/02/2009 | 0.0 | $0.00 |
003 | Adding Traffic Surveillance-Police | Approved | 08/19/2009 | 0.0 | $18,543.00 |
004 | Adding Fence, Style WWF | Approved | 10/05/2009 | 0.0 | $181,407.04 |
005 | CKD Stabilized Subgrade | Approved | 10/05/2009 | 0.0 | $-128.92 |
006 | Document overruns and offsets | Approved | 11/03/2009 | 0.0 | $-46,248.18 |
007 | HES Concrete for Patching | Pending | 0 | 0.0 | $8,973.99 |
008 | Add smoothness special provision | Approved | 11/10/2009 | 0.0 | $0.00 |
009 | Asphalt Wedge for Approach Slabs | Approved | 01/11/2010 | 0.0 | $50,474.40 |
010 | Revise Plan Quantity amount for earthwork | Pending | 0 | 0.0 | $71,543.31 |
011 | Pothole patching | Pending | 0 | 0.0 | $5,661.29 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20970(06) | 0018 | Dowel Baskets | Stockpiled Material Adjustment | 0012 | $-21,775.85 |
20970(06) | 0018 | Dowel Baskets | Stockpiled Material Initial Payment | 0008 | $21,775.85 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0013 | $-18,522.26 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0012 | $-22,705.37 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Initial Payment | 0008 | $41,227.63 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Initial Payment | 0008 | $64,418.18 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0025 | $-17,419.64 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0013 | $-24,293.17 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0012 | $-22,705.37 |
20970(06) | 0018 | Dowel Baskets | Stockpiled Material Adjustment | 0013 | $-16,685.28 |
20970(06) | 0018 | Dowel Baskets | Stockpiled Material Adjustment | 0012 | $-22,316.25 |
20970(06) | 0018 | Dowel Baskets | Stockpiled Material Initial Payment | 0008 | $39,001.53 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Initial Payment | 0008 | $29,632.36 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0012 | $-22,705.37 |
20970(06) | 0018 | Dowel Bars | Stockpiled Material Adjustment | 0013 | $-6,926.99 |
20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0029 | $-2,790.08 |
20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Initial Payment | 0020 | $38,264.00 |
20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0028 | $-7,373.79 |
20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0029 | $-2,897.34 |
20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Adjustment | 0028 | $-7,657.24 |
20970(06) | 0039 | Guard Rail W-Beam Single | Stockpiled Material Initial Payment | 0020 | $28,973.35 |
20970(06) | 0040 | Guard Rail Anchor Unit Type B | Stockpiled Material Initial Payment | 0020 | $837.66 |
20970(06) | 0040 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0028 | $-139.61 |
20970(06) | 0040 | Guard Rail Anchor Unit Type B | Stockpiled Material Adjustment | 0029 | $-139.61 |
20970(06) | 0041 | GET Guard Rail End Section | Stockpiled Material Adjustment | 0028 | $-3,067.05 |
20970(06) | 0041 | GET Guard Rail End Section | Stockpiled Material Initial Payment | 0020 | $30,670.47 |
20970(06) | 0041 | GET Guard Rail End Section | Stockpiled Material Adjustment | 0029 | $-1,533.52 |
20970(06) | 0042 | Bridge Guard Rail Anchor Unit Type A | Stockpiled Material Initial Payment | 0020 | $9,895.89 |
20970(06) | 0042 | Bridge Guard Rail Anchor Unit Type A | Stockpiled Material Adjustment | 0028 | $-706.85 |
20970(06) | 0043 | Stockpiled Material Initial Payment | 0003 | $82,068.00 | |
20970(06) | 0043 | Stockpiled Material Closure | 0015 | $-82,068.00 | |
20970(06) | 0049 | Concrete Median Barrier | Stockpiled Material Adjustment | 0015 | $-34,331.20 |
20970(06) | 0049 | Concrete Median Barrier | Stockpiled Material Adjustment | 0014 | $-96,985.64 |
20970(06) | 0049 | Concrete Median Barrier | Stockpiled Material Adjustment | 0007 | $-136,895.66 |
20970(06) | 0049 | Concrete Median Barrier | Stockpiled Material Initial Payment | 0005 | $268,212.50 | Subtotals For Stockpile Payments | $82,336.28 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $25.20 |
20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $74.00 |
20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $6.29 |
20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 0.00 | $0.00 | $197.35 |
20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $138.19 |
20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $54.40 |
20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $1,776.38 |
20970(06) | 0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 0.00 | $0.00 | $942.16 |
20970(06) | 8001 | FENCE-STYLE WWF | * SUBSTANDARD ITEM | 0018 | 0.00 | $0.00 | $-5,000.00 | Subtotals For Line Item Adjustments | $-1,786.03 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | TIME 'B' BID | 550.00 | 0.00 | $7,500.00 | $0.00 |
Contract ID: | 090326 | Estimate Number: | 0034 | Primary JP: | 20970(06) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 163,937.000 | 158,829.710 | 84,463.020 | 178,112.090 | $2.75 | $232,273.31 | $489,808.26 |
0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 58,330.000 | 58,259.340 | 58,330.000 | $9.50 | $0.00 | $554,135.00 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 2,850.000 | 2,850.000 | 0.000 | 2,464.500 | $3.20 | $0.00 | $7,886.40 |
0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 20.000 | 20.000 | 9.000 | 9.000 | $426.00 | $3,834.00 | $3,834.00 |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 280.000 | 280.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 2,283.000 | 2,283.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 297,314.000 | 297,314.000 | 2,706.510 | 174,754.110 | $1.70 | $4,601.07 | $297,081.99 |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 62.000 | 62.000 | 0.000 | $426.00 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 392.000 | 392.000 | 84.000 | $53.25 | $0.00 | $4,473.00 | |
0011 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 362,049.000 | 351,567.480 | 121,786.000 | 334,678.560 | $9.00 | $1,096,074.00 | $3,012,107.04 |
0012 | (SP)LIME | 327(D) 4230 | TON | 6,391.000 | 5,624.500 | 846.770 | 4,004.640 | $167.97 | $142,231.96 | $672,659.38 |
0013 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 443,555.000 | 390,621.120 | 55,522.000 | 300,276.770 | $2.00 | $111,044.00 | $600,553.54 |
0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 500.000 | 500.000 | 0.000 | 497.770 | $20.13 | $0.00 | $10,020.11 |
0015 | PRIME COAT | 408 5774 | GAL | 94,474.000 | 91,861.200 | 0.000 | $2.25 | $0.00 | $0.00 | |
0016 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,411.000 | 1,571.000 | 2,035.690 | $69.23 | $0.00 | $140,930.80 | |
0017 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 137,147.000 | 137,147.000 | 0.000 | $0.29 | $0.00 | $0.00 | |
0018 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 222,960.000 | 216,567.950 | 24,753.500 | 159,196.050 | $12.50 | $309,418.75 | $1,989,950.64 |
0019 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT(PLACEMENT ONLY) | 414(H) 5250 | SY | 168,786.000 | 172,056.250 | 11,166.550 | 131,154.820 | $8.50 | $94,915.68 | $1,114,816.03 |
0020 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 111,307.000 | 109,248.220 | 10,875.890 | 81,107.240 | $94.25 | $1,025,052.63 | $7,644,357.41 |
0021 | COLD MILLING PAVEMENT | 417 5267 | SY | 26,499.000 | 33,597.780 | 32,260.000 | $4.00 | $0.00 | $129,040.00 | |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 295.000 | 295.000 | 0.000 | $175.00 | $0.00 | $0.00 | |
0023 | CONCRETE CURB (4" MNTBLE-INTEGRAL) | 609(A) 0287 | LF | 504.000 | 378.000 | 0.000 | 144.000 | $2.07 | $0.00 | $298.08 |
0024 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 0.000 | $2,198.00 | $0.00 | $0.00 | |
0025 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 106.000 | 106.000 | 0.000 | 115.000 | $67.19 | $0.00 | $7,726.85 |
0026 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 24.000 | 24.000 | 0.000 | 24.000 | $83.27 | $0.00 | $1,998.48 |
0027 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $705.00 | $0.00 | $11,280.00 |
0028 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 4.000 | 4.000 | 0.000 | 4.000 | $887.00 | $0.00 | $3,548.00 |
0029 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $1,508.00 | $0.00 | $3,016.00 |
0030 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 2,914.000 | 2,914.000 | 0.000 | 1,640.000 | $29.99 | $0.00 | $49,183.60 |
0031 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 4,848.000 | 4,848.000 | 0.000 | 850.000 | $9.12 | $0.00 | $7,752.00 |
0032 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 1,616.000 | 1,616.000 | 0.000 | 1,740.000 | $9.12 | $0.00 | $15,868.80 |
0033 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $9,361.00 | $0.00 | $9,361.00 | |
0034 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 81,520.000 | 71,483.990 | 47,314.980 | $2.31 | $0.00 | $109,297.60 | |
0035 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 289,531.000 | 289,531.000 | 3,894.440 | 385,179.740 | $3.50 | $13,630.54 | $1,348,129.11 |
0036 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 9,325.000 | 9,325.000 | 8,091.000 | $2.02 | $0.00 | $16,343.82 | |
0037 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 2,283.000 | 2,283.000 | 3,434.650 | $2.51 | $0.00 | $8,620.97 | |
0038 | SAWING PAVEMENT | 619(C) 0924 | LF | 9,322.000 | 8,403.840 | 17,646.300 | $1.50 | $0.00 | $26,469.45 | |
0039 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 8,300.000 | 8,300.000 | 2,775.000 | $14.38 | $0.00 | $39,904.50 | |
0040 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 6.000 | 3.000 | $532.50 | $0.00 | $1,597.50 | |
0041 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 20.000 | 20.000 | 8.000 | $2,236.50 | $0.00 | $17,892.00 | |
0042 | (PL)BRIDGE GUARD RAIL CONNECTION-TYPE A | 623(I) 8675 | EA | 14.000 | 14.000 | 5.000 | $1,171.50 | $0.00 | $5,857.50 | |
0043 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 73,148.000 | 0.000 | 0.000 | $2.98 | $0.00 | $0.00 | |
0044 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 13.000 | 13.000 | 1.000 | 3.000 | $280.59 | $280.59 | $841.77 |
Subtotals For Category 0100/ROADWAY | $3,033,356.53 | $18,556,640.63 | ||||||||
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0200/BRIDGE 'B' | ||||||||
0045 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 78.000 | 78.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'B' | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0201/BRIDGE 'F' | ||||||||
0046 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 82.000 | 82.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0047 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 10.000 | 10.000 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE 'F' | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0300/TRAFFIC CONTROL | ||||||||
0048 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 32,119.000 | 41,712.000 | 54,248.000 | $4.00 | $0.00 | $216,992.00 | |
0049 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 32,119.000 | 41,712.000 | 39,526.400 | $34.20 | $0.00 | $1,351,802.88 | |
0050 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 212,000.000 | 212,000.000 | 26,000.000 | $0.34 | $0.00 | $8,840.00 | |
0051 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 17,000.000 | 17,000.000 | 0.000 | $0.32 | $0.00 | $0.00 | |
0052 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 212,000.000 | 212,000.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0053 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 880.000 | 880.000 | 351.000 | $4.26 | $0.00 | $1,495.26 | |
0054 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 160,160.000 | 160,160.000 | 5,040.000 | 60,748.000 | $0.02 | $100.80 | $1,214.96 |
0055 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 880.000 | 880.000 | 30.000 | 1,149.000 | $31.95 | $958.50 | $36,710.55 |
0056 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 20,240.000 | 20,240.000 | 1,470.000 | 44,175.000 | $0.02 | $29.40 | $883.50 |
0057 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 29,920.000 | 29,920.000 | 1,425.000 | 27,707.000 | $0.32 | $456.00 | $8,866.24 |
0058 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,680.000 | 9,680.000 | 465.000 | 30,915.000 | $1.07 | $497.55 | $33,079.05 |
0059 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 9,680.000 | 9,680.000 | 585.000 | 14,155.000 | $1.07 | $625.95 | $15,145.85 |
0060 | WING BARRICADES | 880(C) 8848 | SD | 1,760.000 | 1,760.000 | 60.000 | 1,387.000 | $0.53 | $31.80 | $735.11 |
0061 | VERTICAL PANELS | 880(D) 8854 | SD | 154,000.000 | 154,000.000 | 1,320.000 | 22,528.000 | $0.02 | $26.40 | $450.56 |
0062 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 29,040.000 | 29,040.000 | 720.000 | 32,052.000 | $0.21 | $151.20 | $6,730.92 |
0063 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 281,600.000 | 281,600.000 | 4,800.000 | 85,954.000 | $0.02 | $96.00 | $1,719.08 |
0064 | DRUMS | 880(F) 8878 | SD | 144,320.000 | 144,320.000 | 2,565.000 | 68,867.000 | $0.05 | $128.25 | $3,443.35 |
0065 | CONES(36" LARGE) | 880(H) 8896 | SD | 780,560.000 | 780,560.000 | 12,015.000 | 131,637.000 | $0.02 | $240.30 | $2,632.74 |
0066 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,760.000 | 1,760.000 | 60.000 | 1,766.000 | $4.26 | $255.60 | $7,523.16 |
Subtotals For Category 0300/TRAFFIC CONTROL | $3,597.75 | $1,698,265.21 | ||||||||
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0301/SIGNING & STRIPING | ||||||||
0067 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 20.800 | 20.800 | 0.000 | $532.50 | $0.00 | $0.00 | |
0068 | REINFORCING STEEL | 804(B) 2916 | LB | 4,890.000 | 4,890.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0069 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 120.000 | 120.000 | 0.000 | $24.50 | $0.00 | $0.00 | |
0070 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 131,955.000 | 131,955.000 | 0.000 | $0.44 | $0.00 | $0.00 | |
0071 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 42,168.000 | 42,168.000 | 0.000 | $0.45 | $0.00 | $0.00 | |
0072 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 4,700.000 | 4,700.000 | 0.000 | $0.51 | $0.00 | $0.00 | |
0073 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 60.000 | 60.000 | 0.000 | $4.26 | $0.00 | $0.00 | |
0074 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 23.000 | 23.000 | 0.000 | $319.50 | $0.00 | $0.00 | |
0075 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 17.000 | 17.000 | 0.000 | $319.50 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING & STRIPING | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0304/CABLE BARRIER | ||||||||
0076 | AGGREGATE BASE | 303 5912 | TON | 6,890.200 | 6,890.200 | 0.000 | 6,967.720 | $16.94 | $0.00 | $118,033.18 |
0077 | CLASS AA CONCRETE | 509(A) 0319 | CY | 364.520 | 364.520 | 0.000 | $159.75 | $0.00 | $0.00 | |
0078 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 14.000 | 14.000 | 0.000 | $2,556.00 | $0.00 | $0.00 | |
0079 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 35,035.400 | 35,035.400 | 0.000 | $11.82 | $0.00 | $0.00 | |
0080 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 0.000 | $2,982.00 | $0.00 | $0.00 | |
0081 | TUBE CHANNELIZERS | 880(G) 8887 | EA | 25.000 | 25.000 | 0.000 | $31.95 | $0.00 | $0.00 | |
Subtotals For Category 0304/CABLE BARRIER | $0.00 | $118,033.18 | ||||||||
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0600/STAKING | ||||||||
0082 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.500 | $145,000.00 | $0.00 | $72,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $72,500.00 | ||||||||
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0640/CONSTRUCTION | ||||||||
0083 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.700 | $2,000.00 | $0.00 | $1,400.00 | |
0084 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0085 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $1,100,000.00 | $0.00 | $1,100,000.00 | |
0086 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.700 | $85,000.00 | $0.00 | $59,500.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $1,175,900.00 | ||||||||
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0850/Non ARRA Funds | ||||||||
8000 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 0.000 | 300.000 | 1,296.000 | $61.81 | $0.00 | $80,105.77 | |
8002 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 1,465.000 | 176.149 | 3,394.500 | $67.10 | $11,819.60 | $227,770.95 |
8003 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 40,492.000 | 4,344.440 | 99,044.520 | $2.00 | $8,688.88 | $198,089.04 |
8004 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 0.000 | 0.000 | 0.000 | $132.30 | $0.00 | $0.00 | |
8005 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 16.000 | 9.000 | $2,462.35 | $0.00 | $22,161.15 | |
8006 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 0.000 | 0.000 | $5,522.83 | $0.00 | $0.00 | |
Subtotals For Category 0850/Non ARRA Funds | $20,508.48 | $528,126.91 | ||||||||
Fed/State Project Number: IM-STIM(010) | Project: 20970(06) | Category: 0900/Federal Non-Participating | ||||||||
8001 | FENCE-STYLE WWF | 624(A) 4281 | LF | 0.000 | 73,148.000 | 0.000 | 68,040.000 | $5.46 | $0.00 | $371,498.40 |
Subtotals For Category 0900/Federal Non-Participating | $0.00 | $371,498.40 | ||||||||
Subtotals For Project IM-STIM(010) /20970(06) | $3,057,462.76 | $22,520,964.33 |