Contract ID: | 120225 | Estimate Number: | 0020 | Contract No: | 810138 | |||
Residency: | ANTLERS (02100) | Estimate Type: | Progressive | Account No: | 404200 | |||
Project Number(s): | SBR-164B(162)SB, SBR-164B(163)SB | ||||||||||||
Primary Job Piece No: | 27877(04) | ||||||||||||
Contract Description: | BRIDGE REHABILITATION US-271: OVER UNNAMED CREEK, 11.3 MILES NORTHEAST OF SH-3. US-271: OVER GAY CREEK, 13.0 MILES NORTHEAST OF SH-3. | ||||||||||||
Primary County: | PUSHMATAHA | ||||||||||||
Name of Road: | US-271 | ||||||||||||
Prime Contractor: | LOGOS CONSTRUCTION CO., LLC | ||||||||||||
6712 S HWY 97 | |||||||||||||
SAPULPA , OK 74066 | |||||||||||||
Surety Company: | GRANITE RE, INC. | ||||||||||||
Date Let: | 06/21/2012 | NTP Effective Date: | 11/05/2012 | Pay Period: | 11/01/2013 TO 11/15/2013 |
Date Awarded: | 07/02/2012 | Date Work Began: | 11/05/2012 | Original Contract Time: | 150 |
Date Contract Executed: | 07/13/2012 | Date Time Stopped: | Current Time Charged: | 199.00 | |
Date NTP Issued: | 07/18/2012 | Completion Date: | Current Time Allowed: | 190.00 | |
General Liability Expires: | 11/10/2013 | Workman's Comp Expires: | 11/01/2013 | Percent Time Used: | 104.74 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $1,318,797.56 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $1,499,962.78 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 95.07 % | Non Participating: | $1,442,759.87 | $1,266,884.91 | $175,874.96 | ||
Unearned Balance: | $73,979.42 | Total Earnings: | $1,442,759.87 | $1,266,884.91 | $175,874.96 | ||
Stockpiled Materials: | $0.00 | $11,546.00 | $-11,546.00 | ||||
Gross Earnings: | $1,442,759.87 | $1,278,430.91 | $164,328.96 | ||||
Other Adjustments: | $-10,026.51 | $-8,704.18 | $-1,322.33 | ||||
Liq Dam/Disincentive: | $-6,750.00 | $-3,750.00 | $-3,000.00 | ||||
TOTAL: | $1,425,983.36 | $1,265,976.73 | $160,006.63 |
Contract ID: | 120225 | Estimate Number: | 0020 | Primary JP: | 27877(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Beam End Repair | Approved | 02/14/2013 | 0.0 | $10,274.24 |
002 | Beam Web Repair | Approved | 02/14/2013 | 0.0 | $743.65 |
003 | Cost Reduction for Unclassified Borrow | Approved | 04/01/2013 | 0.0 | $161,250.00 |
004 | Time adjustment for extra work. | Approved | 03/21/2013 | 40.0 | $0.00 |
005 | Additional lump sum traffic control for time extension. | Approved | 08/13/2013 | 0.0 | $8,897.33 |
006 | Change to "Lane Rental" Special Provision. | Approved | 10/04/2013 | 0.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
27877(04) | 0015 | Guardrail | Stockpiled Material Adjustment | 0014 | $-1,920.00 |
27877(04) | 0015 | Guardrail | Stockpiled Material Initial Payment | 0007 | $3,840.00 |
27877(04) | 0015 | Guardrail | Stockpiled Material Adjustment | 0020 | $-1,920.00 |
27877(04) | 0016 | Guardrail GET | Stockpiled Material Adjustment | 0020 | $-3,060.00 |
27877(04) | 0016 | Guardrail GET | Stockpiled Material Adjustment | 0014 | $-3,060.00 |
27877(04) | 0016 | Guardrail GET | Stockpiled Material Initial Payment | 0007 | $6,120.00 |
27877(04) | 0017 | Guardrail Connection | Stockpiled Material Adjustment | 0014 | $-1,586.00 |
27877(04) | 0017 | Guardrail Connection | Stockpiled Material Initial Payment | 0007 | $3,172.00 |
27877(04) | 0017 | Guardrail Connection | Stockpiled Material Adjustment | 0020 | $-1,586.00 |
27877(04) | 0020 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $4,470.08 |
27877(04) | 0020 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-4,470.08 |
27877(04) | 0022 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-3,354.30 |
27877(04) | 0022 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-4,696.02 |
27877(04) | 0022 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $8,050.32 |
27877(04) | 0023 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $1,019.36 |
27877(04) | 0023 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0011 | $-1,019.36 |
27877(04) | 0024 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $-25,273.79 |
27877(04) | 0024 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-26,347.60 |
27877(04) | 0024 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0006 | $-1,073.81 |
27877(04) | 0024 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0005 | $52,695.20 |
27877(04) | 0025 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-3,260.00 |
27877(04) | 0025 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0005 | $-2,445.00 |
27877(04) | 0025 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0002 | $5,705.00 |
27877(04) | 0026 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0005 | $-2,505.00 |
27877(04) | 0026 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0002 | $5,845.00 |
27877(04) | 0026 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-3,340.00 |
27877(04) | 0029 | Stockpiled Material Initial Payment | 0003 | $9,690.20 | |
27877(04) | 0029 | Stockpiled Material Adjustment | 0006 | $-1,863.50 | |
27877(04) | 0029 | Stockpiled Material Adjustment | 0009 | $-7,826.70 | |
27877(04) | 0030 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-4,326.00 |
27877(04) | 0030 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-184.20 |
27877(04) | 0030 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $6,118.20 |
27877(04) | 0030 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0002 | $-1,608.00 |
27878(04) | 0061 | Guardrail | Stockpiled Material Adjustment | 0020 | $-1,920.00 |
27878(04) | 0061 | Guardrail | Stockpiled Material Adjustment | 0014 | $-1,920.00 |
27878(04) | 0061 | Guardrail | Stockpiled Material Initial Payment | 0007 | $3,840.00 |
27878(04) | 0062 | Guardrail GET | Stockpiled Material Adjustment | 0020 | $-3,060.00 |
27878(04) | 0062 | Guardrail GET | Stockpiled Material Initial Payment | 0007 | $6,120.00 |
27878(04) | 0062 | Guardrail GET | Stockpiled Material Adjustment | 0014 | $-3,060.00 |
27878(04) | 0063 | Guardrail Connection | Stockpiled Material Initial Payment | 0007 | $3,172.00 |
27878(04) | 0063 | Guardrail Connection | Stockpiled Material Adjustment | 0014 | $-3,172.00 |
27878(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0010 | $-4,470.08 |
27878(04) | 0066 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $4,470.08 |
27878(04) | 0068 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $8,050.32 |
27878(04) | 0068 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-4,696.02 |
27878(04) | 0068 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-3,354.30 |
27878(04) | 0069 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $839.90 |
27878(04) | 0069 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0012 | $-839.90 |
27878(04) | 0071 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-3,260.00 |
27878(04) | 0071 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0002 | $5,705.00 |
27878(04) | 0071 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0004 | $-2,445.00 |
27878(04) | 0072 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0016 | $-3,340.00 |
27878(04) | 0072 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0002 | $5,845.00 |
27878(04) | 0072 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0004 | $-2,505.00 |
27878(04) | 0075 | Stockpiled Material Adjustment | 0004 | $-1,714.88 | |
27878(04) | 0075 | Stockpiled Material Adjustment | 0009 | $-5,331.04 | |
27878(04) | 0075 | Stockpiled Material Initial Payment | 0003 | $7,045.92 | |
27878(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-129.60 |
27878(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-2,928.00 |
27878(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0002 | $4,617.60 |
27878(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0002 | $-1,560.00 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0019 | --5.0 | $750.00 | $-3,750.00 |
System Application of Liquidated Damages | 0020 | --4.0 | $750.00 | $-3,000.00 | Subtotals For Liquidated Damages | $-6,750.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Lane Rental | 0018 | $-5,500.00 | Subtotals For Contract Adjustments | $-5,500.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
27877(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 109.46 | $-1.25 | $-137.35 |
27877(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 178.69 | $-1.56 | $-280.50 |
27877(04) | 0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 124.44 | $-1.43 | $-178.45 |
27877(04) | 0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 260.75 | $-1.79 | $-467.79 |
27877(04) | 0029 | MECHANICAL SPLICES | * Material Discrepancy Adjustments | 0016 | 14.00 | $-24.53 | $-343.42 |
27878(04) | 0057 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 118.37 | $-1.25 | $-148.53 |
27878(04) | 0057 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 126.51 | $-1.56 | $-198.59 |
27878(04) | 0058 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 98.16 | $-1.43 | $-140.76 |
27878(04) | 0058 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 209.28 | $-1.79 | $-375.45 |
27878(04) | 0069 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0014 | 90.80 | $-21.06 | $-1,912.25 |
27878(04) | 0075 | MECHANICAL SPLICES | * Material Discrepancy Adjustments | 0016 | 14.00 | $-24.53 | $-343.42 | Subtotals For Line Item Adjustments | $-4,526.51 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 120225 | Estimate Number: | 0020 | Primary JP: | 27877(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: SBR-164B(162)SB | Project: 27877(04) | Category: 0100/ROADWAY - SBR-164B(162)SB | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $4,170.00 | $0.00 | $4,170.00 | |
0002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,630.000 | 16,630.000 | 6,762.100 | $18.00 | $0.00 | $121,717.80 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $6,950.00 | $0.00 | $6,950.00 |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,040.000 | 1,040.000 | 1,040.000 | $0.40 | $0.00 | $416.00 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 20.000 | 20.000 | 0.000 | $5.35 | $0.00 | $0.00 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 2,775.000 | 2,775.000 | 0.000 | $6.88 | $0.00 | $0.00 | |
0007 | WATERING | 230(F) 2812 | KGAL | 111.000 | 111.000 | 0.000 | $27.50 | $0.00 | $0.00 | |
0008 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 0.280 | 0.280 | 0.000 | $1,400.00 | $0.00 | $0.00 | |
0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 290.000 | 290.000 | 196.870 | 381.060 | $26.00 | $5,118.62 | $9,907.56 |
0010 | PRIME COAT | 408 5774 | GAL | 486.000 | 486.000 | 300.000 | 400.000 | $5.56 | $1,668.00 | $2,224.00 |
0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 154.200 | 154.200 | 178.690 | 288.150 | $156.00 | $27,875.64 | $44,951.40 |
0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 294.000 | 294.000 | 260.750 | 385.190 | $152.00 | $39,634.00 | $58,548.88 |
0013 | COLD MILLING PAVEMENT | 412 5267 | SY | 1,503.000 | 1,503.000 | 1,625.980 | 1,625.980 | $6.50 | $10,568.87 | $10,568.87 |
0014 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 656.000 | 656.000 | 656.000 | $5.00 | $0.00 | $3,280.00 | |
0015 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 400.000 | 400.000 | 200.000 | 400.000 | $20.00 | $4,000.00 | $8,000.00 |
0016 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 2.000 | 4.000 | $2,780.00 | $5,560.00 | $11,120.00 |
0017 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 2.000 | 4.000 | $1,807.00 | $3,614.00 | $7,228.00 |
8002 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 15,000.000 | 5,132.100 | $-7.25 | $0.00 | $-37,207.73 | |
Subtotals For Category 0100/ROADWAY - SBR-164B(162)SB | $98,039.13 | $251,874.78 | ||||||||
Fed/State Project Number: SBR-164B(162)SB | Project: 27877(04) | Category: 0200/BRIDGE "A" - SBR-164B(162)SB | ||||||||
0018 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 150.000 | 150.000 | 150.000 | $90.00 | $0.00 | $13,500.00 | |
0019 | CLSM BACKFILL | 501(G) 6309 | CY | 185.000 | 185.000 | 185.000 | $135.00 | $0.00 | $24,975.00 | |
0020 | APPROACH SLAB | 504(A) 1304 | SY | 234.200 | 234.200 | 234.200 | $185.00 | $0.00 | $43,327.00 | |
0021 | SAW-CUT GROOVING | 504(B) 1305 | SY | 492.500 | 492.500 | 0.000 | $5.60 | $0.00 | $0.00 | |
0022 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 43.200 | 43.200 | 43.200 | $283.00 | $0.00 | $12,225.60 | |
0023 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 221.600 | 221.600 | 221.600 | $85.00 | $0.00 | $18,836.00 | |
0024 | STRUCTURAL STEEL | 506(A) 1322 | LB | 26,480.000 | 26,480.000 | 26,480.000 | $2.60 | $0.00 | $68,848.00 | |
0025 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 7.000 | 7.000 | 7.000 | $1,390.00 | $0.00 | $9,730.00 | |
0026 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 7.000 | 7.000 | 7.000 | $1,390.00 | $0.00 | $9,730.00 | |
0027 | CLASS AA CONCRETE | 509(A) 1326 | CY | 67.700 | 67.700 | 73.250 | $800.00 | $0.00 | $58,600.00 | |
0028 | CLASS A CONCRETE | 509(B) 1328 | CY | 45.000 | 45.000 | 45.000 | $600.00 | $0.00 | $27,000.00 | |
0029 | MECHANICAL SPLICES | 511 6306 | EA | 260.000 | 260.000 | 260.000 | $55.00 | $0.00 | $14,300.00 | |
0030 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 23,820.000 | 23,820.000 | 23,820.000 | $1.10 | $0.00 | $26,202.00 | |
0031 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $18,765.00 | $0.00 | $18,765.00 | |
0032 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 254.000 | 254.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
0033 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 33.000 | 33.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0034 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 3.000 | 3.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0035 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 101.600 | 101.600 | 0.000 | $4.00 | $0.00 | $0.00 | |
0036 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0037 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 4.000 | 4.000 | 4.000 | $1,112.00 | $0.00 | $4,448.00 | |
0038 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $42,000.00 | $0.00 | $42,000.00 | |
8000 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 0.000 | 2.000 | 2.000 | $5,137.12 | $0.00 | $10,274.24 | |
8001 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 0.000 | 1.000 | 1.000 | $743.65 | $0.00 | $743.65 | |
Subtotals For Category 0200/BRIDGE "A" - SBR-164B(162)SB | $0.00 | $403,504.49 | ||||||||
Fed/State Project Number: SBR-164B(162)SB | Project: 27877(04) | Category: 0300/TRAFFIC - SBR-164B(162)SB | ||||||||
0039 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 150.000 | 150.000 | 15.000 | 375.000 | $165.00 | $2,475.00 | $61,875.00 |
0040 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 5,404.000 | 5,404.000 | 0.000 | $1.90 | $0.00 | $0.00 | |
0041 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8485 | SD | 1,125.000 | 1,125.000 | 0.000 | $0.70 | $0.00 | $0.00 | |
0042 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,920.000 | 1,920.000 | 800.000 | $3.50 | $0.00 | $2,800.00 | |
0043 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 816.000 | 816.000 | 716.000 | $36.00 | $0.00 | $25,776.00 | |
0044 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $14,500.00 | $0.00 | $14,500.00 | |
8003 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 0.750 | $8,897.33 | $0.00 | $6,673.00 | |
Subtotals For Category 0300/TRAFFIC - SBR-164B(162)SB | $2,475.00 | $111,624.00 | ||||||||
Fed/State Project Number: SBR-164B(162)SB | Project: 27877(04) | Category: 0600/STAKING - SBR-164B(162)SB | ||||||||
0045 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $4,850.00 | $485.00 | $4,850.00 |
Subtotals For Category 0600/STAKING - SBR-164B(162)SB | $485.00 | $4,850.00 | ||||||||
Fed/State Project Number: SBR-164B(162)SB | Project: 27877(04) | Category: 0640/CONSTRUCTION - SBR-164B(162)SB | ||||||||
0046 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $85,000.00 | $0.00 | $85,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - SBR-164B(162)SB | $0.00 | $85,000.00 | ||||||||
Subtotals For Project SBR-164B(162)SB /27877(04) | $100,999.13 | $856,853.27 |
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: SBR-164B(163)SB | Project: 27878(04) | Category: 0100/ROADWAY - SBR-164B(163)SB | ||||||||
0047 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $4,170.00 | $0.00 | $4,170.00 | |
0048 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,000.000 | 1,000.000 | 1,000.000 | $18.00 | $0.00 | $18,000.00 | |
0049 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $4,865.00 | $0.00 | $4,865.00 |
0050 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,040.000 | 1,040.000 | 505.000 | $0.32 | $0.00 | $161.60 | |
0051 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 20.000 | 20.000 | 0.000 | $5.35 | $0.00 | $0.00 | |
0052 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,900.000 | 1,900.000 | 0.000 | $6.85 | $0.00 | $0.00 | |
0053 | WATERING | 230(F) 2812 | KGAL | 76.000 | 76.000 | 0.000 | $27.73 | $0.00 | $0.00 | |
0054 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 0.200 | 0.200 | 0.000 | $1,350.00 | $0.00 | $0.00 | |
0055 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 290.000 | 290.000 | 167.100 | 334.010 | $28.00 | $4,678.80 | $9,352.28 |
0056 | PRIME COAT | 408 5774 | GAL | 486.000 | 486.000 | 300.000 | 400.000 | $6.00 | $1,800.00 | $2,400.00 |
0057 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 154.200 | 154.200 | 126.510 | 244.880 | $156.50 | $19,798.82 | $38,323.73 |
0058 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 294.000 | 294.000 | 209.280 | 307.440 | $153.00 | $32,019.84 | $47,038.32 |
0059 | COLD MILLING PAVEMENT | 412 5267 | SY | 1,503.000 | 1,503.000 | 698.980 | 698.980 | $6.50 | $4,543.37 | $4,543.37 |
0060 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 656.000 | 656.000 | 656.660 | $5.00 | $0.00 | $3,283.30 | |
0061 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 400.000 | 400.000 | 200.000 | 400.000 | $20.00 | $4,000.00 | $8,000.00 |
0062 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 2.000 | 4.000 | $2,780.00 | $5,560.00 | $11,120.00 |
0063 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,807.00 | $0.00 | $7,228.00 | |
Subtotals For Category 0100/ROADWAY - SBR-164B(163)SB | $72,400.83 | $158,485.60 | ||||||||
Fed/State Project Number: SBR-164B(163)SB | Project: 27878(04) | Category: 0200/BRIDGE "A" - SBR-164B(163)SB | ||||||||
0064 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 120.000 | 120.000 | 120.000 | $80.00 | $0.00 | $9,600.00 | |
0065 | CLSM BACKFILL | 501(G) 6309 | CY | 163.000 | 163.000 | 163.000 | $135.00 | $0.00 | $22,005.00 | |
0066 | APPROACH SLAB | 504(A) 1304 | SY | 234.200 | 234.200 | 234.200 | $190.00 | $0.00 | $44,498.00 | |
0067 | SAW-CUT GROOVING | 504(B) 1305 | SY | 403.700 | 403.700 | 0.000 | $5.68 | $0.00 | $0.00 | |
0068 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 43.200 | 43.200 | 43.200 | $280.00 | $0.00 | $12,096.00 | |
0069 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 181.600 | 181.600 | 181.600 | $90.00 | $0.00 | $16,344.00 | |
0070 | STRUCTURAL STEEL | 506(A) 1322 | LB | 12,700.000 | 12,700.000 | 12,700.000 | $2.60 | $0.00 | $33,020.00 | |
0071 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 7.000 | 7.000 | 7.000 | $1,800.00 | $0.00 | $12,600.00 | |
0072 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 7.000 | 7.000 | 7.000 | $1,900.00 | $0.00 | $13,300.00 | |
0073 | CLASS AA CONCRETE | 509(A) 1326 | CY | 45.700 | 45.700 | 45.700 | $800.00 | $0.00 | $36,560.00 | |
0074 | CLASS A CONCRETE | 509(B) 1328 | CY | 42.200 | 42.200 | 42.200 | $600.00 | $0.00 | $25,320.00 | |
0075 | MECHANICAL SPLICES | 511 6306 | EA | 189.000 | 189.000 | 189.000 | $55.00 | $0.00 | $10,395.00 | |
0076 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 17,550.000 | 17,550.000 | 17,550.000 | $1.10 | $0.00 | $19,305.00 | |
0077 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $15,300.00 | $0.00 | $15,300.00 | |
0078 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 208.000 | 208.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
0079 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 26.000 | 26.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0080 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 2.000 | 2.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0081 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 81.600 | 81.600 | 0.000 | $4.00 | $0.00 | $0.00 | |
0082 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0083 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 2.000 | 2.000 | 2.000 | $300.00 | $0.00 | $600.00 | |
0084 | (PL)REPLACE BRIDGE ITEM (TYPE A) | 545 4815 | EA | 4.000 | 4.000 | 4.000 | $1,112.00 | $0.00 | $4,448.00 | |
0085 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0200/BRIDGE "A" - SBR-164B(163)SB | $0.00 | $305,391.00 | ||||||||
Fed/State Project Number: SBR-164B(163)SB | Project: 27878(04) | Category: 0300/TRAFFIC - SBR-164B(163)SB | ||||||||
0086 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 150.000 | 150.000 | 15.000 | 375.000 | $165.00 | $2,475.00 | $61,875.00 |
0087 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 5,724.000 | 5,724.000 | 0.000 | $0.90 | $0.00 | $0.00 | |
0088 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,080.000 | 2,080.000 | 1,100.000 | $3.50 | $0.00 | $3,850.00 | |
0089 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,040.000 | 1,040.000 | 1,040.000 | $36.00 | $0.00 | $37,440.00 | |
0090 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $18,865.00 | $0.00 | $18,865.00 | |
Subtotals For Category 0300/TRAFFIC - SBR-164B(163)SB | $2,475.00 | $122,030.00 | ||||||||
Subtotals For Project SBR-164B(163)SB /27878(04) | $74,875.83 | $585,906.60 |