Contract ID: | 100253 | Estimate Number: | 0034 | Contract No: | 610483 | |||
Residency: | WEWOKA (03300) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | IMY-0040-5(415)206, HSIPIG-0040-5(405)203TR | ||||||||||||
Primary Job Piece No: | 13626(07) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION AND CABLE BARRIER I-40: FROM MILE MARKER 203, EXTEND EAST TO MILE MARKER 213. PROJECT LENGTH = 6.016 MILES. | ||||||||||||
Primary County: | SEMINOLE | ||||||||||||
Name of Road: | I-40 | ||||||||||||
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: | 08/19/2010 | NTP Effective Date: | 01/03/2011 | Pay Period: | 04/16/2012 TO 04/30/2012 |
Date Awarded: | 09/07/2010 | Date Work Began: | 11/15/2010 | Original Contract Time: | 450 |
Date Contract Executed: | 09/20/2010 | Date Time Stopped: | 04/30/2012 | Current Time Charged: | 533.00 |
Date NTP Issued: | 09/27/2010 | Completion Date: | 04/30/2012 | Current Time Allowed: | 522.00 |
General Liability Expires: | 03/01/2013 | Workman's Comp Expires: | 03/01/2013 | Percent Time Used: | 102.11 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $25,417,282.38 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $24,933,232.28 | Participating: | $23,171,339.41 | $23,108,927.08 | $62,412.33 | ||
Percent Complete: | 90.78 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $2,344,281.80 | Total Earnings: | $23,171,339.41 | $23,108,927.08 | $62,412.33 | ||
Unearned Balance: | $1,860,231.70 | Stockpiled Materials: | $-0.01 | $-0.01 | $0.00 | ||
Gross Earnings: | $23,171,339.40 | $23,108,927.07 | $62,412.33 | ||||
Other Adjustments: | $179,661.18 | $179,661.18 | $0.00 | ||||
Liq Dam/Disincentive: | $-278,000.00 | $-302,000.00 | $24,000.00 | ||||
TOTAL: | $23,073,000.58 | $22,986,588.25 | $86,412.33 |
Contract ID: | 100253 | Estimate Number: | 0034 | Primary JP: | 13626(07) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Changing excavation from measure qty.. to plan quantity. | Approved | 12/03/2010 | 0.0 | $0.00 |
003 | Adding Pavement Smoothness to the Contract | Approved | 02/24/2011 | 0.0 | $0.00 |
004 | Reduce qty. for flyash & add one revised pat item. | Approved | 04/08/2011 | 0.0 | $10,622.67 |
005 | Add additional depth & increase qty for 4 items. | Approved | 06/03/2011 | 0.0 | $153,980.90 |
006 | Adding new item (Patching Reclassified) to the contractor. | Approved | 07/11/2011 | 0.0 | $55,000.00 |
007 | add retaining wall, cl.a conc, reinf.stl., rem. hdwl.,remob. | Approved | 10/03/2011 | 0.0 | $43,759.50 |
008 | Add two new items to the contract & reduce the qty for two | Approved | 10/03/2011 | 0.0 | $-10,927.00 |
009 | Adding one new pay item to the contract | Approved | 02/07/2012 | 0.0 | $18,083.88 |
010 | To increase plan quantity on Unclas. Excav. | Approved | 04/02/2012 | 0.0 | $213,530.15 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0019 | $-33,337.79 |
13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0018 | $-9,469.61 |
13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-2,502.94 |
13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-46,004.57 |
13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-34,801.96 |
13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0010 | $-60,547.59 |
13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0020 | $-27,509.11 |
13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0012 | $-2,434.60 |
13626(07) | 0010 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0008 | $216,608.16 |
13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Adjustment | 0012 | $-62,303.44 |
13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Adjustment | 0012 | $-271,313.24 |
13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Initial Payment | 0009 | $62,303.44 |
13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Initial Payment | 0008 | $491,266.52 |
13626(07) | 0022 | (SP) P.C. Concrete for Pavement | Stockpiled Material Adjustment | 0011 | $-219,953.28 | Subtotals For Stockpile Payments | $-0.01 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0032 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0033 | --8.0 | $2,000.00 | $-16,000.00 |
System Application of Liquidated Damages | 0034 | -12.0 | $2,000.00 | $24,000.00 | Subtotals For Liquidated Damages | $-22,000.00 |
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 |
13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 17,506.74 | $0.13 | $2,389.67 |
13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 1,208.63 | $2.86 | $3,464.54 |
13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 924.15 | $2.86 | $2,649.08 |
13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 3,778.48 | $2.65 | $10,037.53 |
13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 12,655.02 | $1.92 | $24,316.62 |
13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 9,147.31 | $1.92 | $17,576.56 |
13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 1,045.85 | $1.92 | $2,009.60 |
13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 823.83 | $1.92 | $1,582.99 |
13626(07) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 294.06 | $2.02 | $595.91 |
13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-656.00 |
13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-410.00 |
13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-4,395.82 |
13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-905.00 |
13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-452.50 |
13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-2,534.00 |
13626(07) | 0022 | (SP)P.C. CONCRETE FOR PAVEMENT | * QAQC | 0022 | 0.00 | $0.00 | $-3,608.00 | Subtotals For Line Item Adjustments | $51,661.18 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 11/14/2010 | 03/01/2012 | 375.00 DYS | $8,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
Milestone Adjust. (Prog. Est. Only) | 0028 | $128,000.00 | |
01 | System Application of Disincentive Adj | 0028 | $-128,000.00 |
01 | System Application of Disincentive Adj | 0029 | $-120,000.00 |
01 | System Application of Disincentive Adj | 0031 | $-8,000.00 | Subtotals For Milestones | $-128,000.00 |
Contract ID: | 100253 | Estimate Number: | 0034 | Primary JP: | 13626(07) | |||
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: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0100/ROADWAY - IMY-0040-5(415)206 | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 138,572.000 | 178,114.620 | 178,114.620 | $5.40 | $0.00 | $961,818.94 | |
0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 8,868.000 | 8,868.000 | 15,727.430 | $5.40 | $0.00 | $84,928.12 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,200.000 | 3,200.000 | 5,259.000 | $1.70 | $0.00 | $8,940.30 | |
0004 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 12.000 | 12.000 | 13.000 | $90.00 | $0.00 | $1,170.00 | |
0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 322.000 | 322.000 | 182.000 | $5.85 | $0.00 | $1,064.70 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 153,315.000 | 153,315.000 | 20,000.000 | 119,360.000 | $1.26 | $25,200.00 | $150,393.60 |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 31.680 | 31.680 | 40.860 | $426.00 | $0.00 | $17,406.36 | |
0008 | MOWING | 241 2832 | AC | 31.680 | 31.680 | 29.360 | $69.00 | $0.00 | $2,025.84 | |
0009 | AGGREGATE BASE | 303 0192 | CY | 116,145.000 | 116,145.000 | 78,459.310 | $17.68 | $0.00 | $1,387,160.60 | |
0010 | SEPARATOR FABRIC | 325 5271 | SY | 370,640.000 | 370,640.000 | 374,738.360 | $0.98 | $0.00 | $367,243.59 | |
0011 | (SP)FLY ASH | 327(A) 4200 | TON | 21,852.000 | 0.000 | 0.000 | $31.00 | $0.00 | $0.00 | |
0012 | (SP)LIME | 327(D) 4230 | TON | 1,337.000 | 1,337.000 | 475.610 | $153.27 | $0.00 | $72,896.75 | |
0013 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 404,651.000 | 0.000 | 0.000 | $0.95 | $0.00 | $0.00 | |
0014 | (SP)LIME PRETREATMENT | 327(G) 4260 | SY | 75,981.000 | 75,981.000 | 40,317.940 | $1.04 | $0.00 | $41,930.66 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 72,253.000 | 72,253.000 | 44,899.350 | $24.00 | $0.00 | $1,077,584.40 | |
0016 | PRIME COAT | 408 5774 | GAL | 137,987.000 | 137,987.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 59,442.000 | 60,244.000 | 54,941.380 | $56.25 | $0.00 | $3,090,452.65 | |
0018 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 127,075.000 | 127,075.000 | 126,311.000 | $0.31 | $0.00 | $39,156.41 | |
0019 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 147,898.000 | 147,898.000 | 147,216.530 | $4.70 | $0.00 | $691,917.68 | |
0020 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 183,552.000 | 188,324.000 | 187,382.200 | $8.10 | $0.00 | $1,517,795.82 | |
0021 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 300.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0022 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 102,728.000 | 104,054.000 | 105,541.120 | $84.30 | $0.00 | $8,897,116.41 | |
0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 29,528.000 | 29,528.000 | 25,963.570 | $2.76 | $0.00 | $71,659.46 | |
0024 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 5.000 | 5.000 | 0.000 | 2.000 | $1,597.50 | $0.00 | $3,195.00 |
0025 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 300.000 | 300.000 | 0.000 | $55.38 | $0.00 | $0.00 | |
0026 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 5.000 | 5.000 | 0.000 | $1,011.75 | $0.00 | $0.00 | |
0027 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 4,638.000 | 4,638.000 | 0.000 | $7.64 | $0.00 | $0.00 | |
0028 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 1,548.000 | 1,548.000 | 0.000 | $7.63 | $0.00 | $0.00 | |
0029 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 557.000 | 557.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0030 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $22,055.00 | $0.00 | $22,055.00 | |
0031 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 221,835.000 | 226,607.000 | 226,192.836 | $1.27 | $0.00 | $287,264.90 | |
0032 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 109,401.000 | 109,401.000 | 77,157.770 | $2.81 | $0.00 | $216,813.32 | |
0033 | SAWING PAVEMENT | 619(C) 0924 | LF | 88,745.000 | 88,745.000 | 4,516.000 | $0.10 | $0.00 | $451.60 | |
0034 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 14,590.000 | 14,590.000 | 15,112.500 | $13.85 | $0.00 | $209,308.13 | |
0035 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 0.000 | 0.000 | 1.000 | $1,384.50 | $0.00 | $1,384.50 |
0036 | GUARD RAIL ANCHOR UNIT (TYPE G) | 623(F) 4452 | EA | 8.000 | 8.000 | 5.000 | $1,235.40 | $0.00 | $6,177.00 | |
0037 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 19.000 | 19.000 | 21.000 | $521.85 | $0.00 | $10,958.85 | |
0038 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 5.000 | $2,236.50 | $0.00 | $11,182.50 | |
0039 | (PL)REMOVE AND RESET GUARD RAIL | 625(G) 1270 | LF | 2,000.000 | 2,000.000 | 0.000 | $6.92 | $0.00 | $0.00 | |
0040 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 50.000 | 50.000 | 0.000 | $5.86 | $0.00 | $0.00 | |
0041 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 50.000 | 50.000 | 0.000 | $5.86 | $0.00 | $0.00 | |
0042 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 50.000 | 50.000 | 0.000 | $5.86 | $0.00 | $0.00 | |
0043 | (PL)REMOVE & RESET G.E.T. GUARD RAIL END SECTION | 890A/B 8762 | EA | 10.000 | 10.000 | 7.000 | $585.75 | $0.00 | $4,100.25 | |
8004 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 0.000 | 385,497.000 | 359,950.813 | $2.62 | $0.00 | $943,071.12 | |
8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
8006 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 0.000 | 5,550.000 | 6,765.500 | $1.85 | $0.00 | $12,516.18 | |
8007 | ADDITIONAL DEPTH IN INLET | 611(F) 5196 | VF | 0.000 | 15.800 | 8.000 | 23.800 | $161.80 | $1,294.40 | $3,850.84 |
8008 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 0.000 | 1,000.000 | 1,074.760 | $100.00 | $0.00 | $107,476.00 | |
8009 | RETAINING WALL | 510(A) 6333 | SY | 0.000 | 35.550 | 35.550 | $716.42 | $0.00 | $25,469.00 | |
8010 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 14.300 | 14.300 | $675.00 | $0.00 | $9,652.50 | |
8011 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | 2,214.000 | 2,274.000 | $2.00 | $0.00 | $4,548.00 | |
8012 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 0.000 | 1.000 | 4.000 | $750.00 | $0.00 | $3,000.00 | |
8013 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $3,460.00 | $0.00 | $3,460.00 | |
8015 | (PL)BRIDGE GUARDRAIL CONNECTION -TYPE A1 | 623(I) 8678 | EA | 0.000 | 4.000 | 4.000 | $1,650.00 | $0.00 | $6,600.00 | |
8016 | (PL)CONST.ZONE PAV.MKRS(FLEX TAB)TYP.2-2 | 856(G) 8890 | EA | 0.000 | 3,500.000 | 3,500.000 | $2.81 | $0.00 | $9,835.00 | |
8017 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 0.000 | 30.660 | 32.150 | $589.82 | $0.00 | $18,962.71 | |
Subtotals For Category 0100/ROADWAY - IMY-0040-5(415)206 | $26,494.40 | $20,403,994.69 | ||||||||
Fed/State Project Number: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0300/TRAFFIC SIGNING & STRIPING - IMY-0040-5(415)206 | ||||||||
0044 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.940 | 1.940 | 4.000 | $303.53 | $0.00 | $1,214.12 | |
0045 | REINFORCING STEEL | 804(B) 2916 | LB | 308.000 | 308.000 | 380.000 | $2.13 | $0.00 | $809.40 | |
0046 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 110.000 | 110.000 | 124.000 | $26.63 | $0.00 | $3,302.12 | |
0047 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 138,836.000 | 138,836.000 | 67,487.000 | $0.44 | $0.00 | $29,694.28 | |
0048 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(6" WIDE) | 854(C) 8535 | LF | 39,936.000 | 39,936.000 | 18,127.000 | $0.62 | $0.00 | $11,238.74 | |
0049 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(8" WIDE) | 854(C) 8540 | LF | 5,872.000 | 5,872.000 | 7,318.000 | 7,318.000 | $1.07 | $7,830.26 | $7,830.26 |
0050 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 48.000 | 48.000 | 71.000 | 71.000 | $5.33 | $378.43 | $378.43 |
0051 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 16.000 | 16.000 | 9.000 | 30.000 | $106.50 | $958.50 | $3,195.00 |
0052 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 890A/B 8760 | EA | 2.000 | 2.000 | 8.000 | 9.000 | $106.50 | $852.00 | $958.50 |
Subtotals For Category 0300/TRAFFIC SIGNING & STRIPING - IMY-0040-5(415)206 | $10,019.19 | $58,620.85 | ||||||||
Fed/State Project Number: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0301/TRAFFIC CONTROL - IMY-0040-5(415)206 | ||||||||
0053 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 35,100.000 | 35,100.000 | 34,100.000 | $1.35 | $0.00 | $46,035.00 | |
0054 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 35,100.000 | 35,100.000 | 34,320.000 | $25.00 | $0.00 | $858,000.00 | |
0055 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 90,000.000 | 21,800.000 | 0.000 | 396,091.000 | $0.19 | $0.00 | $75,257.29 |
0056 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 17,000.000 | 17,000.000 | 414.000 | 15,324.000 | $0.11 | $45.54 | $1,685.64 |
0057 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 80,000.000 | 11,800.000 | 78,584.000 | 130,872.000 | $0.13 | $10,215.92 | $17,013.36 |
0058 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 2,700.000 | 2,700.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0059 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 223,200.000 | 223,200.000 | 86.000 | 51,473.000 | $0.03 | $2.58 | $1,544.19 |
0060 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 900.000 | 900.000 | 7.000 | 955.000 | $31.95 | $223.65 | $30,512.25 |
0061 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 25,200.000 | 25,200.000 | 194.000 | 23,367.000 | $0.13 | $25.22 | $3,037.71 |
0062 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 17,100.000 | 17,100.000 | 445.000 | 48,860.000 | $2.66 | $1,183.70 | $129,967.60 |
0063 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 30,600.000 | 30,600.000 | 189.000 | 24,726.000 | $0.43 | $81.27 | $10,632.18 |
0064 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 13,500.000 | 13,500.000 | 187.000 | 22,562.000 | $1.01 | $188.87 | $22,787.62 |
0065 | WING BARRICADES | 880(C) 8848 | SD | 1,800.000 | 1,800.000 | 48.000 | 3,832.000 | $4.26 | $204.48 | $16,324.32 |
0066 | VERTICAL PANELS | 880(D) 8854 | SD | 308,250.000 | 308,250.000 | 10.000 | 4,090.000 | $0.02 | $0.20 | $81.80 |
0067 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 35,100.000 | 35,100.000 | 449.000 | 63,882.000 | $0.16 | $71.84 | $10,221.12 |
0068 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 450,000.000 | 450,000.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0069 | DRUMS | 880(F) 8878 | SD | 96,750.000 | 96,750.000 | 4,286.000 | 164,912.000 | $0.16 | $685.76 | $26,385.92 |
0070 | CONES(36" LARGE) | 880(H) 8896 | SD | 72,000.000 | 72,000.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0071 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,400.000 | 1,400.000 | -10.500 | 170.500 | $56.00 | $-588.00 | $9,548.00 |
0072 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 1,800.000 | 1,800.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC CONTROL - IMY-0040-5(415)206 | $12,341.03 | $1,259,034.00 | ||||||||
Fed/State Project Number: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0600/STAKING - IMY-0040-5(415)206 | ||||||||
0073 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $125,000.00 | $0.00 | $93,750.00 | |
Subtotals For Category 0600/STAKING - IMY-0040-5(415)206 | $0.00 | $93,750.00 | ||||||||
Fed/State Project Number: IMY-0040-5(415)206 | Project: 13626(07) | Category: 0640/CONSTRUCTION - IMY-0040-5(415)206 | ||||||||
0074 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,500.00 | $0.00 | $1,875.00 | |
0075 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 1.000 | $11,000.00 | $0.00 | $11,000.00 | |
0076 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $748,340.00 | $0.00 | $748,340.00 | |
0077 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.750 | $85,000.00 | $0.00 | $63,750.00 | |
Subtotals For Category 0640/CONSTRUCTION - IMY-0040-5(415)206 | $0.00 | $824,965.00 | ||||||||
Subtotals For Project IMY-0040-5(415)206 /13626(07) | $48,854.62 | $22,640,364.54 |
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: HSIPIG-0040-5(405)203TR | Project: 26267(04) | Category: 0300/TRAFFIC CONTROL - HSIPIG-0040-5(405)203TR | ||||||||
0078 | (PL)TRUCK MOUNTED ATTENUATOR | 876(C) 8482 | SD | 45.000 | 45.000 | 6.000 | 6.000 | $47.93 | $287.58 | $287.58 |
0079 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 45.000 | 45.000 | 96.000 | 110.000 | $31.95 | $3,067.20 | $3,514.50 |
0080 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,395.000 | 1,395.000 | 1,237.000 | 1,265.000 | $0.13 | $160.81 | $164.45 |
0081 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 90.000 | 90.000 | 2,198.000 | 2,268.000 | $2.13 | $4,681.74 | $4,830.84 |
0082 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 990.000 | 990.000 | 1,826.000 | 2,036.000 | $0.43 | $785.18 | $875.48 |
0083 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 90.000 | 90.000 | 224.000 | 224.000 | $1.01 | $226.24 | $226.24 |
0084 | WING BARRICADES | 880(C) 8848 | SD | 90.000 | 90.000 | 428.000 | 456.000 | $3.20 | $1,369.60 | $1,459.20 |
0085 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,170.000 | 1,170.000 | 1,491.000 | 1,491.000 | $0.16 | $238.56 | $238.56 |
0086 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 22,250.000 | 22,250.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0087 | DRUMS | 880(F) 8878 | SD | 22,250.000 | 22,250.000 | 17,130.000 | 18,922.000 | $0.16 | $2,740.80 | $3,027.52 |
0088 | CHANNELIZER CONES | 880(G) 8890 | SD | 20,340.000 | 20,340.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0089 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 270.000 | 270.000 | 0.000 | $56.00 | $0.00 | $0.00 | |
0090 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 270.000 | 270.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL - HSIPIG-0040-5(405)203TR | $13,557.71 | $14,624.37 | ||||||||
Fed/State Project Number: HSIPIG-0040-5(405)203TR | Project: 26267(04) | Category: 0304/CABLE BARRIER - HSIPIG-0040-5(405)203TR | ||||||||
0091 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 865.000 | 865.000 | 743.630 | $6.00 | $0.00 | $4,461.78 | |
0092 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 500.000 | 500.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0093 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,150.000 | 1,150.000 | 0.000 | $1.70 | $0.00 | $0.00 | |
0094 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 5.000 | 5.000 | 0.000 | $175.73 | $0.00 | $0.00 | |
0095 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,540.000 | 1,540.000 | 0.000 | $6.12 | $0.00 | $0.00 | |
0096 | SOLID SLAB SODDING | 230(A) 2806 | SY | 5,000.000 | 5,000.000 | 0.000 | $1.18 | $0.00 | $0.00 | |
0097 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 4,290.000 | 4,290.000 | 2,974.920 | $19.15 | $0.00 | $56,969.71 | |
0098 | CLASS AA CONCRETE | 509(A) 0319 | CY | 430.000 | 430.000 | 409.480 | $372.75 | $0.00 | $152,633.67 | |
0099 | CLASS C CONCRETE | 509(D) 0325 | CY | 5.000 | 5.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0100 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 3.000 | 3.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
0101 | (PL)CABLE END ANCHOR UNIT | 628 5110 | EA | 30.000 | 30.000 | 14.000 | $1,011.75 | $0.00 | $14,164.50 | |
0102 | HIGH-TENSION CABLE BARRIER(TL-4) | 628 5125 | LF | 36,501.000 | 36,501.000 | 33,817.000 | $8.52 | $0.00 | $288,120.84 | |
0103 | CABLE BARRIER TENSION METER | 628 5175 | EA | 1.000 | 1.000 | 0.000 | $2,130.00 | $0.00 | $0.00 | |
Subtotals For Category 0304/CABLE BARRIER - HSIPIG-0040-5(405)203TR | $0.00 | $516,350.50 | ||||||||
Subtotals For Project HSIPIG-0040-5(405)203TR /26267(04) | $13,557.71 | $530,974.87 |