Contract ID: | 120264 | Estimate Number: | 0025 | Contract No: | 810219 | |||
Residency: | HEAVENER (02200) | Estimate Type: | Progressive | Account No: | 400200 | |||
Project Number(s): | BRFY-164B(143) | ||||||||||||
Primary Job Piece No: | 26232(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-271: OVER HURD CREEK 2.4 MILES SOUTH OF SH-2. PROJECT LENGTH = 0.325 MILE. | ||||||||||||
Primary County: | PUSHMATAHA | ||||||||||||
Name of Road: | US-271 | ||||||||||||
Prime Contractor: | PARADIGM CONSTRUCTION & ENGINEERING, INC | ||||||||||||
P.O. BOX 700239 | |||||||||||||
TULSA , OK 74170-0239 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 07/19/2012 | NTP Effective Date: | 12/03/2012 | Pay Period: | 01/01/2014 TO 07/15/2014 |
Date Awarded: | 08/06/2012 | Date Work Began: | 11/12/2012 | Original Contract Time: | 180 |
Date Contract Executed: | 08/21/2012 | Date Time Stopped: | 05/23/2014 | Current Time Charged: | 190.00 |
Date NTP Issued: | 08/24/2012 | Completion Date: | 05/23/2014 | Current Time Allowed: | 190.00 |
General Liability Expires: | 02/11/2015 | Workman's Comp Expires: | 07/01/2015 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $1,809,840.70 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $1,860,691.14 | Participating: | $1,879,205.87 | $1,880,767.83 | $-1,561.96 | ||
Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $0.91 | Total Earnings: | $1,879,205.87 | $1,880,767.83 | $-1,561.96 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $1,879,205.87 | $1,880,767.83 | $-1,561.96 | ||||
Other Adjustments: | $-515.64 | $1,287.36 | $-1,803.00 | ||||
Liq Dam/Disincentive: | $-18,000.00 | $-25,500.00 | $7,500.00 | ||||
TOTAL: | $1,860,690.23 | $1,856,555.19 | $4,135.04 |
Contract ID: | 120264 | Estimate Number: | 0025 | Primary JP: | 26232(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Beam Tie Plates be Galvanized. | Approved | 04/25/2013 | 0.0 | $3,886.44 |
002 | Change Incentive/Disincentive start date. | Approved | 05/28/2013 | 0.0 | $0.00 |
003 | To Add Addtional Quantities Borrow & Excav. | Approved | 11/04/2013 | 0.0 | $46,964.00 |
005 | Credit Back Days | Approved | 07/15/2014 | 19.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26232(04) | 0010 | Separator Fabric | Stockpiled Material Adjustment | 0015 | $-5,179.09 |
26232(04) | 0010 | Separator Fabric | Stockpiled Material Initial Payment | 0013 | $5,179.09 |
26232(04) | 0018 | Class C Conc Paved ditches | Stockpiled Material Initial Payment | 0003 | $3,373.92 |
26232(04) | 0018 | Class C Conc Paved ditches | Stockpiled Material Closure | 0024 | $-1,468.18 |
26232(04) | 0018 | Class C Conc Paved ditches | Stockpiled Material Adjustment | 0020 | $-1,905.74 |
26232(04) | 0020 | 18" RCP Pipe | Stockpiled Material Initial Payment | 0003 | $497.25 |
26232(04) | 0020 | 18" RCP Pipe | Stockpiled Material Adjustment | 0021 | $-497.25 |
26232(04) | 0021 | 24" RCP | Stockpiled Material Initial Payment | 0003 | $2,530.89 |
26232(04) | 0021 | 24" RCP | Stockpiled Material Adjustment | 0020 | $-2,508.29 |
26232(04) | 0021 | 24" RCP | Stockpiled Material Closure | 0024 | $-22.60 |
26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0013 | $-760.41 |
26232(04) | 0022 | 18" CGSP | Stockpiled Material Initial Payment | 0003 | $4,171.39 |
26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0003 | $-391.07 |
26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0015 | $-586.60 |
26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0019 | $-2,020.52 |
26232(04) | 0022 | 18" CGSP | Stockpiled Material Adjustment | 0005 | $-412.79 |
26232(04) | 0023 | 96" CGSP | Stockpiled Material Initial Payment | 0003 | $15,617.16 |
26232(04) | 0023 | 96" CGSP | Stockpiled Material Closure | 0020 | $-15,617.16 |
26232(04) | 0024 | 18" PCES round | Stockpiled Material Initial Payment | 0003 | $1,027.65 |
26232(04) | 0024 | 18" PCES round | Stockpiled Material Adjustment | 0021 | $-1,027.65 |
26232(04) | 0025 | 24" PCES Round | Stockpiled Material Initial Payment | 0003 | $1,707.23 |
26232(04) | 0025 | 24" PCES Round | Stockpiled Material Adjustment | 0020 | $-1,707.23 |
26232(04) | 0026 | A4 CET | Stockpiled Material Initial Payment | 0003 | $105.43 |
26232(04) | 0026 | A4 CET | Stockpiled Material Adjustment | 0020 | $-105.43 |
26232(04) | 0027 | A6 CET | Stockpiled Material Adjustment | 0020 | $-128.86 |
26232(04) | 0027 | A6 CET | Stockpiled Material Initial Payment | 0003 | $128.86 |
26232(04) | 0043 | Prestressed Conc Beams | Stockpiled Material Initial Payment | 0003 | $181,971.09 |
26232(04) | 0043 | Prestressed Conc Beams | Stockpiled Material Adjustment | 0008 | $-60,657.03 |
26232(04) | 0043 | Prestressed Conc Beams | Stockpiled Material Adjustment | 0009 | $-121,314.06 |
26232(04) | 0046 | Traffic Rail | Stockpiled Material Adjustment | 0011 | $-1,118.25 |
26232(04) | 0046 | Traffic Rail | Stockpiled Material Adjustment | 0012 | $-1,863.75 |
26232(04) | 0046 | Traffic Rail | Stockpiled Material Initial Payment | 0003 | $2,982.00 |
26232(04) | 0052 | Epoxy Steel for piers & abut | Stockpiled Material Adjustment | 0008 | $-5,008.09 |
26232(04) | 0052 | Epoxy Steel for piers & abut | Stockpiled Material Initial Payment | 0003 | $7,216.63 |
26232(04) | 0052 | Epoxy Steel for piers & abut | Stockpiled Material Adjustment | 0007 | $-2,208.54 |
26232(04) | 0052 | Bridge Deck Epoxy Steel | Stockpiled Material Adjustment | 0010 | $-8,961.57 |
26232(04) | 0052 | Bridge Deck Epoxy Steel | Stockpiled Material Adjustment | 0008 | $-5,026.49 |
26232(04) | 0052 | Bridge Deck Epoxy Steel | Stockpiled Material Adjustment | 0007 | $-2,208.52 |
26232(04) | 0052 | Bridge Deck Epoxy Steel | Stockpiled Material Initial Payment | 0005 | $16,196.58 |
26232(04) | 0052 | APPROACH SLABS | Stockpiled Material Initial Payment | 0005 | $7,274.72 |
26232(04) | 0052 | APPROACH SLABS | Stockpiled Material Adjustment | 0007 | $-7,274.72 |
26232(04) | 0053 | HP 10 x 42 Pilings | Stockpiled Material Initial Payment | 0005 | $7,361.80 |
26232(04) | 0053 | HP 10 x 42 Pilings | Stockpiled Material Adjustment | 0006 | $-7,361.80 |
26232(04) | 0054 | Piles encasement | Stockpiled Material Initial Payment | 0003 | $220.66 |
26232(04) | 0054 | Piles encasement | Stockpiled Material Adjustment | 0007 | $-220.66 |
26232(04) | 0054 | 10" Pile Points Piles Driven | Stockpiled Material Adjustment | 0007 | $-820.05 |
26232(04) | 0054 | 10" Pile Points Piles Driven | Stockpiled Material Initial Payment | 0005 | $820.05 |
26232(04) | 0057 | 36" CGSP for Drill Shafts | Stockpiled Material Adjustment | 0006 | $-1,798.25 |
26232(04) | 0057 | 36" CGSP for Drill Shafts | Stockpiled Material Initial Payment | 0003 | $1,798.25 |
26232(04) | 0057 | Reinforcing Steel DS | Stockpiled Material Initial Payment | 0003 | $2,504.57 |
26232(04) | 0057 | Reinforcing Steel DS | Stockpiled Material Adjustment | 0006 | $-2,504.57 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0016 | --7.0 | $750.00 | $-5,250.00 |
System Application of Liquidated Damages | 0017 | --3.0 | $750.00 | $-2,250.00 |
System Application of Liquidated Damages | 0025 | -10.0 | $750.00 | $7,500.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0016 | $5,250.00 |
LD Adjustment (Prog. Est. Only) | 0017 | $2,250.00 |
LD Adjustment (Prog. Est. Only) | 0025 | $-7,500.00 |
Milstone Adjust. (C/O) | 0025 | $9,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0025 | $-3,303.00 | Subtotals For Contract Adjustments | $5,697.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
26232(04) | 0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0016 | 724.42 | $-1.25 | $-908.97 |
26232(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 645.15 | $-1.04 | $-674.02 |
26232(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 760.38 | $-1.25 | $-954.09 |
26232(04) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 123.92 | $-1.56 | $-194.52 |
26232(04) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 679.58 | $-1.43 | $-974.52 |
26232(04) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0019 | 24.83 | $-1.79 | $-44.55 |
26232(04) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 596.62 | $-1.19 | $-712.36 |
26232(04) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 400.30 | $-1.79 | $-718.14 |
26232(04) | 0057 | DRILLED SHAFTS 36" DIAMETER | * CONCRETE DEDUCTION AS PER SPEC 509 | 0024 | 0.00 | $0.00 | $-1,031.47 | Subtotals For Line Item Adjustments | $-6,212.64 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | INCENTIVE/DISINCENTIVE | 02/02/2013 | 07/19/2013 | 159.00 DYS | $1,000.00 | Y |
MILESTONE ADJUSTMENTS | |||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total |
01 | System Application of Disincentive Adj | 0016 | $-14,000.00 |
01 | System Application of Disincentive Adj | 0017 | $-16,000.00 |
01 | System Application of Disincentive Adj | 0018 | $6,400.00 |
01 | System Application of Disincentive Adj | 0018 | $5,600.00 | Subtotals For Milestones | $-18,000.00 |
Contract ID: | 120264 | Estimate Number: | 0025 | Primary JP: | 26232(04) | |||
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: BRFY-164B(143) | Project: 26232(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 11,116.000 | 14,138.000 | 14,137.400 | $6.00 | $0.00 | $84,824.40 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,951.000 | 5,555.000 | 5,554.900 | $8.00 | $0.00 | $44,439.20 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $11,000.00 | $0.00 | $11,000.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,870.000 | 1,870.000 | 1,450.000 | $1.75 | $0.00 | $2,537.50 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 238.000 | 238.000 | 322.000 | $12.00 | $0.00 | $3,864.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 18,642.000 | 18,642.000 | 22,081.440 | $2.00 | $0.00 | $44,162.88 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.860 | 3.860 | 0.000 | $950.00 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 3,200.000 | 3,200.000 | 3,916.700 | $40.00 | $0.00 | $156,668.00 | |
0010 | SEPARATOR FABRIC | 325 5271 | SY | 8,105.000 | 8,105.000 | 7,839.550 | $1.50 | $0.00 | $11,759.32 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,603.000 | 1,603.000 | 342.000 | 1,929.250 | $23.00 | $7,866.00 | $44,372.75 |
0012 | TACK COAT | 407(B) 0250 | GAL | 1,733.000 | 1,733.000 | -1,102.470 | 768.520 | $8.00 | $-8,819.76 | $6,148.16 |
0013 | PRIME COAT | 408 5774 | GAL | 5,238.000 | 5,238.000 | 3,747.330 | $8.50 | $0.00 | $31,852.31 | |
0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 638.000 | 638.000 | 724.420 | $93.00 | $0.00 | $67,371.06 | |
0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,697.000 | 1,697.000 | 1,529.450 | $83.00 | $0.00 | $126,944.35 | |
0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 594.000 | 594.000 | 704.410 | $100.00 | $0.00 | $70,441.00 | |
0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 720.000 | 720.000 | 996.920 | $88.00 | $0.00 | $87,728.96 | |
0018 | CLASS C CONCRETE | 509(D) 0325 | CY | 71.600 | 71.600 | -0.010 | 72.290 | $450.00 | $-4.50 | $32,530.50 |
0019 | TEMPORARY SHEET PILING | 514(J) 6390 | LSUM | 1.000 | 1.000 | 0.000 | $15,000.00 | $0.00 | $0.00 | |
0020 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 82.000 | 82.000 | 40.000 | $35.00 | $0.00 | $1,400.00 | |
0021 | 24" R.C.PIPE CLASS IV | 613(A) 0583 | LF | 111.000 | 111.000 | -1.000 | 112.000 | $45.00 | $-45.00 | $5,040.00 |
0022 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 310.000 | 310.000 | 384.000 | $25.00 | $0.00 | $9,600.00 | |
0023 | 96" CORR. GALV. STEEL PIPE | 613(B) 4819 | LF | 188.000 | 188.000 | 188.000 | $100.00 | $0.00 | $18,800.00 | |
0024 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 2.000 | 2.000 | 2.000 | $850.00 | $0.00 | $1,700.00 | |
0025 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 3.000 | 3.000 | 3.000 | $950.00 | $0.00 | $2,850.00 | |
0026 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 5.000 | 5.000 | 5.000 | $1,000.00 | $0.00 | $5,000.00 | |
0027 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 5.000 | 5.000 | 5.000 | $1,500.00 | $0.00 | $7,500.00 | |
0028 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 46.800 | 46.800 | 44.930 | $44.00 | $0.00 | $1,976.92 | |
0029 | TRENCH EXCAVATION | 613(V) 1180 | CY | 73.100 | 73.100 | 76.580 | $10.00 | $0.00 | $765.80 | |
0030 | REMOVAL OF FENCE | 619(B) 4725 | LF | 2,217.000 | 2,217.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0031 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 11,778.000 | 11,778.000 | 11,214.820 | $6.00 | $0.00 | $67,288.92 | |
0032 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 4.000 | 4.000 | 3.000 | $2,500.00 | $0.00 | $7,500.00 | |
0033 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 400.000 | 400.000 | 400.000 | $3.00 | $0.00 | $1,200.00 | |
0034 | SAWING PAVEMENT | 619(C) 0924 | LF | 437.000 | 437.000 | 121.000 | $5.00 | $0.00 | $605.00 | |
0035 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 487.500 | 487.500 | 487.500 | $16.50 | $0.00 | $8,043.75 | |
0036 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,400.00 | $0.00 | $9,600.00 | |
0037 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,500.00 | $0.00 | $6,000.00 | |
0038 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 972.000 | 972.000 | 612.000 | $4.00 | $0.00 | $2,448.00 | |
0039 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 2.000 | 2.000 | 2.000 | $125.00 | $0.00 | $250.00 | |
Subtotals For Category 0100/ROADWAY | $-1,003.26 | $1,019,212.78 | ||||||||
Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0200/BRIDGE "A" | ||||||||
0040 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 68.000 | 68.000 | 68.000 | $6.00 | $0.00 | $408.00 | |
0041 | GRANULAR BACKFILL | 501(F) 6352 | CY | 10.000 | 10.000 | -0.030 | 14.940 | $55.00 | $-1.65 | $821.70 |
0042 | CLSM BACKFILL | 501(G) 6309 | CY | 80.000 | 80.000 | 80.000 | $125.00 | $0.00 | $10,000.00 | |
0043 | PRESTRESSED CONCRETE BEAMS | 503(A) 6123 | LF | 1,155.000 | 1,155.000 | 1,155.000 | $220.00 | $0.00 | $254,100.00 | |
0044 | APPROACH SLAB | 504(A) 1304 | SY | 187.400 | 187.400 | 187.400 | $180.00 | $0.00 | $33,732.00 | |
0045 | SAW-CUT GROOVING | 504(B) 1305 | SY | 711.100 | 711.100 | 711.100 | $5.00 | $0.00 | $3,555.50 | |
0046 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 320.000 | 320.000 | 320.000 | $85.00 | $0.00 | $27,200.00 | |
0047 | STRUCTURAL STEEL | 506(A) 1322 | LB | 960.000 | 960.000 | 960.000 | $7.00 | $0.00 | $6,720.00 | |
0048 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 60.000 | 60.000 | 60.000 | $85.00 | $0.00 | $5,100.00 | |
0049 | CLASS AA CONCRETE | 509(A) 1326 | CY | 94.700 | 94.700 | 94.700 | $450.00 | $0.00 | $42,615.00 | |
0050 | CLASS A CONCRETE | 509(B) 1328 | CY | 92.200 | 92.200 | 92.200 | $550.00 | $0.00 | $50,710.00 | |
0051 | CLASS C CONCRETE | 509(D) 1331 | CY | 12.800 | 12.800 | 12.800 | $800.00 | $0.00 | $10,240.00 | |
0052 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,890.000 | 41,890.000 | 41,890.000 | $1.00 | $0.00 | $41,890.00 | |
0053 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 350.000 | 350.000 | 350.000 | $50.00 | $0.00 | $17,500.00 | |
0054 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 350.000 | 350.000 | 270.090 | $8.00 | $0.00 | $2,160.72 | |
0055 | (PL)PILOT HOLES | 514(K) 6260 | LF | 308.000 | 308.000 | 231.230 | $100.00 | $0.00 | $23,123.00 | |
0056 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 223.000 | 223.000 | 223.000 | $5.00 | $0.00 | $1,115.00 | |
0057 | DRILLED SHAFTS 36" DIAMETER | 516(A) 6092 | LF | 59.000 | 59.000 | 65.100 | $600.00 | $0.00 | $39,060.00 | |
0058 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 760.000 | 760.000 | 457.070 | $40.00 | $0.00 | $18,282.80 | |
0059 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 435.000 | 435.000 | 174.880 | $25.00 | $0.00 | $4,372.00 | |
0060 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $30.00 | $0.00 | $2,520.00 | |
0061 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 30.000 | 30.000 | 30.000 | $20.00 | $0.00 | $600.00 | |
0062 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $37,000.00 | $0.00 | $37,000.00 | |
8005 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $3,886.44 | $0.00 | $3,886.44 | |
Subtotals For Category 0200/BRIDGE "A" | $-1.65 | $636,712.16 | ||||||||
Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0300/TRAFFIC | ||||||||
0063 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 3.000 | 3.000 | 3.000 | $75.00 | $0.00 | $225.00 | |
0064 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 7.000 | 7.000 | 4.000 | $175.00 | $0.00 | $700.00 | |
0065 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 4.500 | 4.500 | 4.500 | 4.500 | $50.00 | $225.00 | $225.00 |
0066 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 112.000 | 112.000 | 12.000 | 58.000 | $15.00 | $180.00 | $870.00 |
0067 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 16.000 | 16.000 | 16.000 | $18.00 | $0.00 | $288.00 | |
0068 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 18,462.000 | 18,462.000 | 10,202.000 | $0.15 | $0.00 | $1,530.30 | |
0069 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 9,748.000 | 9,748.000 | -4,237.000 | 9,512.000 | $0.65 | $-2,754.05 | $6,182.80 |
0070 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 27.000 | 27.000 | 20.000 | $11.00 | $0.00 | $220.00 | |
0071 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,600.000 | 1,600.000 | 656.000 | 2,539.000 | $0.75 | $492.00 | $1,904.25 |
0072 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,151.000 | 2,151.000 | 2,086.000 | $23.00 | $0.00 | $47,978.00 | |
0073 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 805.000 | 805.000 | 711.250 | $1.50 | $0.00 | $1,066.88 | |
0074 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 7,815.000 | 7,815.000 | 6,433.000 | $0.85 | $0.00 | $5,468.05 | |
0075 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,380.000 | 1,380.000 | 11,333.000 | $0.50 | $0.00 | $5,666.50 | |
0076 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,400.000 | 2,400.000 | 8,728.000 | $0.75 | $0.00 | $6,546.00 | |
0077 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,380.000 | 1,380.000 | 6,841.000 | $2.25 | $0.00 | $15,392.25 | |
0078 | WING BARRICADES | 880(C) 8848 | SD | 960.000 | 960.000 | 1,600.000 | $0.25 | $0.00 | $400.00 | |
0079 | VERTICAL PANELS | 880(D) 8854 | SD | 1,500.000 | 1,500.000 | 3,828.000 | $0.50 | $0.00 | $1,914.00 | |
0080 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 5,160.000 | 5,160.000 | 20,238.000 | $0.10 | $0.00 | $2,023.80 | |
0081 | DRUMS | 880(F) 8878 | SD | 8,660.000 | 8,660.000 | 25,841.000 | $0.10 | $0.00 | $2,584.10 | |
0082 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 480.000 | 480.000 | 516.000 | $6.00 | $0.00 | $3,096.00 | |
Subtotals For Category 0300/TRAFFIC | $-1,857.05 | $104,280.93 | ||||||||
Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0600/STAKING | ||||||||
0083 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $11,000.00 | $550.00 | $11,000.00 |
Subtotals For Category 0600/STAKING | $550.00 | $11,000.00 | ||||||||
Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0640/CONSTRUCTION | ||||||||
0084 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $3,000.00 | $750.00 | $3,000.00 |
0085 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 | |
0086 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $102,000.00 | $0.00 | $102,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $750.00 | $108,000.00 | ||||||||
Fed/State Project Number: BRFY-164B(143) | Project: 26232(04) | Category: 0900/NON-PARTICIPATING | ||||||||
Subtotals For Category 0900/NON-PARTICIPATING | $0.00 | $0.00 | ||||||||
Subtotals For Project BRFY-164B(143) /26232(04) | $-1,561.96 | $1,879,205.87 |