Contract ID: | 110242 | Estimate Number: | 0034 | Contract No: | 710435 | |||
Residency: | SALLISAW (01200) | Estimate Type: | Progressive | Account No: | 400100 | |||
Project Number(s): | BRFY-131B(064) | ||||||||||||
Primary Job Piece No: | 23101(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-9: OVER SNAKE CREEK, 5.5 MILES EAST OF THE SH-2 JUNCTION. PROJECT LENGTH = 0.709 MILES. | ||||||||||||
Primary County: | HASKELL | ||||||||||||
Name of Road: | SH-9 | ||||||||||||
Prime Contractor: | C-GAWF CONSTRUCTION, INC. | ||||||||||||
101 E SHURDEN INDUSTRIAL BLVD | |||||||||||||
HENRYETTA , OK 74437 | |||||||||||||
Surety Company: | EMPLOYERS MUTUAL CASUALTY COMPANY | ||||||||||||
Date Let: | 09/15/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 04/01/2014 TO 04/30/2014 |
Date Awarded: | 10/03/2011 | Date Work Began: | 02/06/2012 | Original Contract Time: | 240 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | Current Time Charged: | 275.00 | |
Date NTP Issued: | 10/19/2011 | Completion Date: | Current Time Allowed: | 240.00 | |
General Liability Expires: | 01/03/2015 | Workman's Comp Expires: | 01/03/2015 | Percent Time Used: | 114.58 % |
Specification Year: | 2009 | Date Approved: | 05/01/2014 | ||
Bid Amount: | $2,719,722.44 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $2,772,127.56 | Participating: | $2,589,729.40 | $2,571,684.40 | $18,045.00 | ||
Percent Complete: | 92.41 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $210,426.16 | Total Earnings: | $2,589,729.40 | $2,571,684.40 | $18,045.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $2,589,729.40 | $2,571,684.40 | $18,045.00 | ||||
Other Adjustments: | $-1,778.00 | $-1,778.00 | $0.00 | ||||
Liq Dam/Disincentive: | $-26,250.00 | $-26,250.00 | $0.00 | ||||
TOTAL: | $2,561,701.40 | $2,543,656.40 | $18,045.00 |
Contract ID: | 110242 | Estimate Number: | 0034 | Primary JP: | 23101(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Correction of Plan Error Class AA Concrete | Approved | 08/14/2012 | 0.0 | $10,015.12 |
002 | Geo-Grid and Aggregate Base for Detour Construction | Approved | 02/05/2013 | 0.0 | $42,390.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
23101(04) | 0027 | REBAR-GR60 | Stockpiled Material Initial Payment | 0007 | $0.00 |
23101(04) | 0030 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $411.54 |
23101(04) | 0030 | PIPE-CGMP | Stockpiled Material Adjustment | 0028 | $-411.54 |
23101(04) | 0031 | PIPE-CGMP | Stockpiled Material Adjustment | 0019 | $-589.16 |
23101(04) | 0031 | PIPE-CGMP | Stockpiled Material Adjustment | 0018 | $-1,312.22 |
23101(04) | 0031 | PIPE-CGMP | Stockpiled Material Closure | 0028 | $-1,124.76 |
23101(04) | 0031 | PIPE-CGMP | Stockpiled Material Adjustment | 0017 | $-1,928.16 |
23101(04) | 0031 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $4,954.30 |
23101(04) | 0032 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $4,592.00 |
23101(04) | 0032 | PIPE-CGMP | Stockpiled Material Adjustment | 0014 | $-4,592.00 |
23101(04) | 0033 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $2,901.60 |
23101(04) | 0033 | PIPE-CGMP | Stockpiled Material Adjustment | 0028 | $-351.00 |
23101(04) | 0033 | PIPE-CGMP | Stockpiled Material Closure | 0032 | $-702.00 |
23101(04) | 0033 | PIPE-CGMP | Stockpiled Material Adjustment | 0017 | $-1,848.60 |
23101(04) | 0034 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $593.20 |
23101(04) | 0034 | PIPE-CGMP | Stockpiled Material Closure | 0028 | $-593.20 |
23101(04) | 0054 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0001 | $91,426.40 |
23101(04) | 0054 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0008 | $-91,426.40 |
23101(04) | 0058 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0008 | $-1,531.20 |
23101(04) | 0058 | SSTL FABS (AML) | Stockpiled Material Closure | 0027 | $-39.60 |
23101(04) | 0058 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $1,570.80 |
23101(04) | 0059 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0008 | $-4,450.00 |
23101(04) | 0059 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $4,450.00 |
23101(04) | 0060 | Stainless Steel Exp. Bearing Assembly | Stockpiled Material Adjustment | 0008 | $-41,800.00 |
23101(04) | 0060 | Stainless Steel Exp. Bearing Assembly | Stockpiled Material Initial Payment | 0002 | $41,800.00 |
23101(04) | 0061 | Elastomeric Bearing Pads | Stockpiled Material Adjustment | 0008 | $-2,200.00 |
23101(04) | 0061 | Elastomeric Bearing Pads | Stockpiled Material Initial Payment | 0002 | $2,200.00 |
23101(04) | 0064 | REBAR-GR60 EPOXY CTD | Stockpiled Material Initial Payment | 0007 | $13,309.45 |
23101(04) | 0064 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0007 | $-10,281.94 |
23101(04) | 0064 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0008 | $-3,027.51 |
23101(04) | 0065 | Piles, Furnished (HP 10x42) | Stockpiled Material Initial Payment | 0002 | $8,096.00 |
23101(04) | 0065 | Piles, Furnished (HP 10x42) | Stockpiled Material Adjustment | 0007 | $-8,096.00 |
23101(04) | 0068 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0007 | $13,176.80 |
23101(04) | 0068 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-13,176.80 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0021 | --9.0 | $750.00 | $-6,750.00 |
System Application of Liquidated Damages | 0022 | --8.0 | $750.00 | $-6,000.00 |
System Application of Liquidated Damages | 0023 | --12 | $750.00 | $-9,000.00 |
System Application of Liquidated Damages | 0024 | --6.0 | $750.00 | $-4,500.00 | Subtotals For Liquidated Damages | $-26,250.00 |
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 |
23101(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 10,200.00 | $0.02 | $240.21 |
23101(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 4,712.00 | $-0.01 | $-54.42 |
23101(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0013 | 1,200.00 | $0.05 | $67.86 |
23101(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0014 | 7,034.95 | $0.03 | $250.09 |
23101(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0015 | 250.00 | $0.03 | $8.89 |
23101(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0016 | 1,091.05 | $0.03 | $38.79 |
23101(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0017 | 10,920.00 | $0.00 | $93.37 |
23101(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0018 | 6,480.00 | $0.00 | $55.40 |
23101(04) | 0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0023 | 0.00 | $0.00 | $-2,400.00 |
23101(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 76.03 | $-0.34 | $-26.42 |
23101(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 855.50 | $-0.03 | $-31.83 |
23101(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 50.21 | $-0.39 | $-19.94 | Subtotals For Line Item Adjustments | $-1,778.00 | * = 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: | 110242 | Estimate Number: | 0034 | Primary JP: | 23101(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-131B(064) | Project: 23101(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $16,000.00 | $800.00 | $16,000.00 |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 58,133.000 | 58,133.000 | 2,375.000 | 57,733.000 | $4.90 | $11,637.50 | $282,891.71 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 5,127.000 | 5,127.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,147.000 | 3,147.000 | 3,844.000 | $2.00 | $0.00 | $7,688.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 500.000 | 500.000 | 541.000 | $7.00 | $0.00 | $3,787.00 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 1,635.000 | 1,635.000 | 0.000 | $1.60 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 57,111.000 | 57,111.000 | 51,480.830 | $1.60 | $0.00 | $82,369.33 | |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 13.060 | 13.060 | 0.000 | $800.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 13.060 | 13.060 | 0.000 | $800.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 26.120 | 26.120 | 0.000 | $55.00 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 4,289.000 | 4,289.000 | 4,332.280 | $33.50 | $0.00 | $145,131.38 | |
0013 | FLY ASH | 307(A) 4200 | TON | 1,081.000 | 1,081.000 | 1,018.900 | $54.00 | $0.00 | $55,020.60 | |
0014 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 20,004.000 | 20,004.000 | 20,524.740 | $2.30 | $0.00 | $47,206.90 | |
0015 | SEPARATOR FABRIC | 325 5271 | SY | 20,004.000 | 20,004.000 | 20,524.740 | $1.25 | $0.00 | $25,655.93 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,171.000 | 3,171.000 | 2,177.540 | $19.00 | $0.00 | $41,373.26 | |
0017 | TACK COAT | 407(B) 0250 | GAL | 3,719.000 | 3,719.000 | 150.000 | 2,250.000 | $3.25 | $487.50 | $7,312.50 |
0018 | PRIME COAT | 408 5774 | GAL | 9,221.000 | 9,221.000 | 10,850.000 | $4.00 | $0.00 | $43,400.00 | |
0019 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 1,631.000 | 1,631.000 | 1,503.260 | $80.00 | $0.00 | $120,260.80 | |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 6,632.000 | 6,632.000 | 6,091.870 | $74.00 | $0.00 | $450,798.38 | |
0021 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 1,069.000 | 1,069.000 | 1,073.860 | $86.00 | $0.00 | $92,351.96 | |
0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,869.000 | 1,869.000 | 1,916.230 | $75.00 | $0.00 | $143,717.25 | |
0023 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 7,103.000 | 7,103.000 | 7,340.000 | $0.80 | $0.00 | $5,872.00 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 18.000 | 18.000 | 17.950 | $15.00 | $0.00 | $269.25 | |
0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 39.000 | 39.000 | 70.970 | $500.00 | $0.00 | $35,485.00 | |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 294.000 | 294.000 | 0.000 | $225.00 | $0.00 | $0.00 | |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 4,569.000 | 4,569.000 | 9,032.360 | $1.50 | $0.00 | $13,548.54 | |
0028 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 422.000 | 422.000 | 420.080 | $30.00 | $0.00 | $12,602.40 | |
0029 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 91.000 | 91.000 | 93.720 | $28.00 | $0.00 | $2,624.16 | |
0030 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 38.000 | 38.000 | 38.000 | $28.00 | $0.00 | $1,064.00 | |
0031 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 370.000 | 370.000 | 286.000 | $35.00 | $0.00 | $10,010.00 | |
0032 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 224.000 | 224.000 | 224.000 | $52.00 | $0.00 | $11,648.00 | |
0033 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 248.000 | 248.000 | 188.000 | $33.00 | $0.00 | $6,204.00 | |
0034 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 40.000 | 40.000 | 0.000 | $32.00 | $0.00 | $0.00 | |
0035 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 256.000 | 256.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
0036 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 86.000 | 86.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
0037 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 16.000 | 16.000 | 16.000 | $880.00 | $0.00 | $14,080.00 | |
0038 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 0.000 | $500.00 | $0.00 | $0.00 | |
0039 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.900 | $11,000.00 | $0.00 | $9,900.00 | |
0040 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 2.000 | $775.00 | $0.00 | $1,550.00 | |
0041 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 19,419.000 | 19,419.000 | 20,457.860 | $2.00 | $0.00 | $40,915.72 | |
0042 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 544.000 | 544.000 | 544.000 | $2.00 | $0.00 | $1,088.00 | |
0043 | SAWING PAVEMENT | 619(C) 0924 | LF | 957.000 | 957.000 | 68.000 | $4.50 | $0.00 | $306.00 | |
0044 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,138.000 | 1,138.000 | 1,137.500 | $17.00 | $0.00 | $19,337.50 | |
0045 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,600.00 | $0.00 | $10,400.00 | |
0046 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $2,000.00 | $0.00 | $8,000.00 | |
0047 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 4,738.000 | 4,738.000 | 3,961.000 | $4.50 | $0.00 | $17,824.50 | |
0048 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 2.000 | 2.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0049 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 0.000 | $190.00 | $0.00 | $0.00 | |
0050 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0051 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 4.000 | 4.000 | 2.000 | $55.00 | $0.00 | $110.00 | |
8001 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 0.000 | 840.000 | 707.780 | $39.75 | $0.00 | $28,134.26 | |
8002 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 0.000 | 2,500.000 | 2,123.340 | $3.60 | $0.00 | $7,644.02 | |
Subtotals For Category 0100/ROADWAY | $12,925.00 | $1,835,582.35 | ||||||||
Fed/State Project Number: BRFY-131B(064) | Project: 23101(04) | Category: 0200/BRIDGE "A" | ||||||||
0052 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $12.60 | $0.00 | $1,134.00 | |
0053 | CLSM BACKFILL | 501(G) 6309 | CY | 169.600 | 169.600 | 169.600 | $134.03 | $0.00 | $22,731.49 | |
0054 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 745.000 | 745.000 | 745.000 | $183.00 | $0.00 | $136,335.00 | |
0055 | APPROACH SLAB | 504(A) 1304 | SY | 205.200 | 205.200 | 205.200 | $170.00 | $0.00 | $34,884.00 | |
0056 | SAW-CUT GROOVING | 504(B) 1305 | SY | 931.400 | 931.400 | 931.400 | $3.78 | $0.00 | $3,520.69 | |
0057 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 381.000 | 381.000 | 381.000 | $58.22 | $0.00 | $22,181.82 | |
0058 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,160.000 | 1,160.000 | 1,160.000 | $1.48 | $0.00 | $1,716.80 | |
0059 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 10.000 | $323.09 | $0.00 | $3,230.90 | |
0060 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 20.000 | 20.000 | 20.000 | $2,477.58 | $0.00 | $49,551.60 | |
0061 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 20.000 | 20.000 | 20.000 | $126.00 | $0.00 | $2,520.00 | |
0062 | CLASS AA CONCRETE | 509(A) 1326 | CY | 200.000 | 214.100 | 214.000 | $451.71 | $0.00 | $96,665.94 | |
0063 | CLASS A CONCRETE | 509(B) 1328 | CY | 135.600 | 136.600 | 136.480 | $446.01 | $0.00 | $60,871.45 | |
0064 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 59,230.000 | 59,230.000 | 59,230.000 | $0.92 | $0.00 | $54,491.60 | |
0065 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 352.000 | 352.000 | 360.170 | $26.01 | $0.00 | $9,368.02 | |
0066 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 352.000 | 352.000 | 360.170 | $10.50 | $0.00 | $3,781.79 | |
0067 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 737.000 | 737.000 | 737.000 | $3.31 | $0.00 | $2,439.47 | |
0068 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 130.000 | 130.000 | 130.000 | $547.60 | $0.00 | $71,188.00 | |
0069 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 186.000 | 186.000 | 186.000 | $5.04 | $0.00 | $937.44 | |
0070 | SEALER RESIN | 523(B) 6560 | GAL | 1.300 | 1.300 | 1.300 | $262.50 | $0.00 | $341.25 | |
0071 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,000.000 | 1,000.000 | 614.200 | $28.90 | $0.00 | $17,750.38 | |
0072 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 150.000 | 150.000 | 160.420 | $23.77 | $0.00 | $3,813.19 | |
0073 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 94.000 | 94.000 | 94.000 | $21.00 | $0.00 | $1,974.00 | |
0074 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 22.000 | 22.000 | 22.000 | $21.00 | $0.00 | $462.00 | |
0075 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.200 | 1.000 | $12,600.00 | $2,520.00 | $12,600.00 |
8000 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 8.000 | 8.000 | $400.00 | $0.00 | $3,200.00 | |
Subtotals For Category 0200/BRIDGE "A" | $2,520.00 | $617,690.83 | ||||||||
Fed/State Project Number: BRFY-131B(064) | Project: 23101(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0076 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 3.000 | 3.000 | 3.000 | $110.00 | $0.00 | $330.00 | |
0077 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 102.250 | 102.250 | 102.250 | $13.00 | $0.00 | $1,329.25 | |
0078 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 167.000 | 167.000 | 167.000 | $5.50 | $0.00 | $918.50 | |
0079 | DELINEATORS(TYPE 2, CODE 3) | 853 9039 | EA | 2.000 | 2.000 | 2.000 | $24.00 | $0.00 | $48.00 | |
0080 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 28.000 | 28.000 | 28.000 | $17.00 | $0.00 | $476.00 | |
0081 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 15,200.000 | 15,200.000 | 16,946.000 | $0.50 | $0.00 | $8,473.00 | |
0082 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 8,200.000 | 8,200.000 | 8,545.000 | $0.15 | $0.00 | $1,281.75 | |
0083 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 1,620.000 | 1,620.000 | 948.000 | $0.55 | $0.00 | $521.40 | |
0084 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 5,000.000 | 1,734.000 | $0.11 | $0.00 | $190.74 | |
0085 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 240.000 | 240.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 12,240.000 | 12,240.000 | 7,047.000 | $0.03 | $0.00 | $211.41 | |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,480.000 | 6,480.000 | 9,427.000 | $1.00 | $0.00 | $9,427.00 | |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 6,240.000 | 6,240.000 | 8,035.000 | $1.00 | $0.00 | $8,035.00 | |
0089 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 7,200.000 | 7,200.000 | 3,778.000 | $0.55 | $0.00 | $2,077.90 | |
0090 | WING BARRICADES | 880(C) 8848 | SD | 960.000 | 960.000 | 2,627.000 | $1.10 | $0.00 | $2,889.70 | |
0091 | VERTICAL PANELS | 880(D) 8854 | SD | 31,200.000 | 31,200.000 | 36,230.000 | $0.06 | $0.00 | $2,173.80 | |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 20,640.000 | 20,640.000 | 12,959.000 | $0.03 | $0.00 | $388.77 | |
0093 | DRUMS | 880(F) 8878 | SD | 4,800.000 | 4,800.000 | 7,650.000 | $0.06 | $0.00 | $459.00 | |
0094 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 480.000 | 480.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $39,231.22 | ||||||||
Fed/State Project Number: BRFY-131B(064) | Project: 23101(04) | Category: 0600/STAKING | ||||||||
0095 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $26,000.00 | $2,600.00 | $26,000.00 |
Subtotals For Category 0600/STAKING | $2,600.00 | $26,000.00 | ||||||||
Fed/State Project Number: BRFY-131B(064) | Project: 23101(04) | Category: 0640/CONSTRUCTION | ||||||||
0096 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,300.00 | $0.00 | $1,725.00 | |
0097 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $4,500.00 | $0.00 | $4,500.00 | |
0098 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $65,000.00 | $0.00 | $65,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $71,225.00 | ||||||||
Subtotals For Project BRFY-131B(064) /23101(04) | $18,045.00 | $2,589,729.40 |