| Contract ID: | 110419 | Estimate Number: | 0012 | Contract No: | 710423 | |||
| Residency: | ANADARKO (07300) | Estimate Type: | Progressive | Account No: | 400700 | |||
| Project Number(s): | BRFY-116C(111) | ||||||||||||
| Primary Job Piece No: | 21715(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES SH-17: OVER COTTONWOOD CREEK, 0.2 MILES WEST OF GRADY COUNTY LINE. PROJECT LENGTH = 0.198 MILES | ||||||||||||
| Primary County: | COMANCHE | ||||||||||||
| Name of Road: | SH-17 | ||||||||||||
| Prime Contractor: | OBC, INC./PLAINS BRIDGE CONTRACTING OF OKLAHOMA, LLC (JV) | ||||||||||||
| P.O. BOX 3817 | |||||||||||||
| EDMOND , OK 73083 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 09/15/2011 | NTP Effective Date: | 02/06/2012 | Pay Period: | 08/01/2012 TO 08/31/2012 |
| Date Awarded: | 10/03/2011 | Date Work Began: | 02/09/2012 | Original Contract Time: | 210 |
| Date Contract Executed: | 10/12/2011 | Date Time Stopped: | Current Time Charged: | 179.00 | |
| Date NTP Issued: | 10/17/2011 | Completion Date: | Current Time Allowed: | 210.00 | |
| General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 85.24 % |
| Specification Year: | 2009 | Date Approved: | 09/04/2012 | ||
| Current Contract Amount: | $1,449,616.49 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $1,446,556.49 | Participating: | $1,032,779.00 | $972,223.27 | $60,555.73 | ||
| Percent Complete: | 71.18 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $417,787.39 | Total Earnings: | $1,032,779.00 | $972,223.27 | $60,555.73 | ||
| Unearned Balance: | $414,727.39 | Stockpiled Materials: | $0.00 | $2,521.15 | $-2,521.15 | ||
| Gross Earnings: | $1,032,779.00 | $974,744.42 | $58,034.58 | ||||
| Other Adjustments: | $-949.90 | $-222.86 | $-727.04 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $1,031,829.10 | $974,521.56 | $57,307.54 | ||||
| Contract ID: | 110419 | Estimate Number: | 0012 | Primary JP: | 21715(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Add Pay Item Removal of Guardrail | Approved | 05/01/2012 | 0.0 | $3,060.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 21715(04) | 0042 | Prestressed Concrete Beams(Type III) | Stockpiled Material Initial Payment | 0001 | $56,773.47 |
| 21715(04) | 0042 | Prestressed Concrete Beams(Type III) | Stockpiled Material Adjustment | 0009 | $-56,773.47 |
| 21715(04) | 0043 | Prestressed Concrete Beams(Type IV) | Stockpiled Material Initial Payment | 0001 | $53,470.24 |
| 21715(04) | 0043 | Prestressed Concrete Beams(Type IV) | Stockpiled Material Adjustment | 0009 | $-53,470.24 |
| 21715(04) | 0044 | Approach Slab | Stockpiled Material Adjustment | 0011 | $-8,665.59 |
| 21715(04) | 0044 | Approach Slab | Stockpiled Material Initial Payment | 0008 | $8,665.59 |
| 21715(04) | 0046 | Concrete Rail(TR4) | Stockpiled Material Adjustment | 0011 | $-1,661.36 |
| 21715(04) | 0046 | Concrete Rail(TR4) | Stockpiled Material Adjustment | 0012 | $-2,521.15 |
| 21715(04) | 0046 | Concrete Rail(TR4) | Stockpiled Material Initial Payment | 0008 | $4,182.51 |
| 21715(04) | 0047 | Structural Steel | Stockpiled Material Initial Payment | 0007 | $1,618.34 |
| 21715(04) | 0047 | Structural Steel | Stockpiled Material Adjustment | 0009 | $-1,618.34 |
| 21715(04) | 0048 | Weathering Steel Fixed Rearing Assembly | Stockpiled Material Adjustment | 0008 | $-1,394.01 |
| 21715(04) | 0048 | Weathering Steel Fixed Rearing Assembly | Stockpiled Material Initial Payment | 0007 | $1,394.01 |
| 21715(04) | 0049 | Stainless Steel Exp. Bearing Assembly | Stockpiled Material Initial Payment | 0007 | $29,355.97 |
| 21715(04) | 0049 | Stainless Steel Exp. Bearing Assembly | Stockpiled Material Adjustment | 0008 | $-29,355.97 |
| 21715(04) | 0053 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-4,752.58 |
| 21715(04) | 0053 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0008 | $4,752.58 |
| 21715(04) | 0053 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-6,751.69 |
| 21715(04) | 0053 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0010 | $-9,573.72 |
| 21715(04) | 0053 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0009 | $-6,256.22 |
| 21715(04) | 0053 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0008 | $22,581.63 |
| 21715(04) | 0054 | Piles, Furnished (HP 10x42) | Stockpiled Material Initial Payment | 0001 | $6,920.00 |
| 21715(04) | 0054 | Piles, Furnished (HP 10x42) | Stockpiled Material Adjustment | 0008 | $-6,920.00 |
| 21715(04) | 0054 | Piles, Furnished (HP 10x42) | Stockpiled Material Initial Payment | 0002 | $8,303.99 |
| 21715(04) | 0054 | Piles, Furnished (HP 10x42) | Stockpiled Material Adjustment | 0008 | $-8,303.99 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ | |||||||
| 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 |
| 21715(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 986.70 | $-0.13 | $-135.72 |
| 21715(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 554.35 | $-0.15 | $-87.14 |
| 21715(04) | 0046 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0012 | -6.19 | $62.73 | $-388.49 |
| 21715(04) | 0051 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0012 | -0.80 | $421.13 | $-338.55 | Subtotals For Line Item Adjustments | $-949.90 | * = 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: | 110419 | Estimate Number: | 0012 | Primary JP: | 21715(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-116C(111) | Project: 21715(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $8,374.00 | $0.00 | $8,374.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 17,115.000 | 17,115.000 | 12,490.190 | $5.04 | $0.00 | $62,950.55 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,000.000 | 1,000.000 | 0.000 | $5.46 | $0.00 | $0.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.750 | $4,134.00 | $0.00 | $3,100.50 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,072.000 | 1,072.000 | 750.000 | $1.36 | $0.00 | $1,020.00 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 112.000 | 112.000 | 21.000 | $4.32 | $0.00 | $90.72 | |
| 0007 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 12.600 | 12.600 | 0.000 | $58.70 | $0.00 | $0.00 | |
| 0008 | DITCH LINER PROTECTION | 229 4318 | LF | 800.000 | 800.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
| 0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 22,475.000 | 22,475.000 | 0.000 | $1.18 | $0.00 | $0.00 | |
| 0010 | SEEDING METHOD B | 232(B) 2814 | AC | 4.700 | 4.700 | 0.000 | $577.70 | $0.00 | $0.00 | |
| 0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.700 | 4.700 | 1.250 | $577.70 | $0.00 | $722.13 | |
| 0012 | MOWING | 241 2832 | AC | 9.400 | 9.400 | 0.000 | $85.86 | $0.00 | $0.00 | |
| 0013 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,274.000 | 1,274.000 | 0.000 | $40.39 | $0.00 | $0.00 | |
| 0014 | FLY ASH | 307(A) 4200 | TON | 252.700 | 252.700 | 0.000 | $30.31 | $0.00 | $0.00 | |
| 0015 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 4,681.000 | 4,681.000 | 0.000 | $3.18 | $0.00 | $0.00 | |
| 0016 | SEPARATOR FABRIC | 325 5271 | SY | 4,189.000 | 4,189.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
| 0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 425.500 | 425.500 | 0.000 | $29.68 | $0.00 | $0.00 | |
| 0018 | TACK COAT | 407(B) 0250 | GAL | 645.000 | 645.000 | 0.000 | $3.18 | $0.00 | $0.00 | |
| 0019 | PRIME COAT | 408 5774 | GAL | 2,587.000 | 2,587.000 | 1,495.000 | 1,495.000 | $6.36 | $9,508.20 | $9,508.20 |
| 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 2,301.300 | 2,301.300 | 986.700 | $68.90 | $0.00 | $67,983.63 | |
| 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,043.100 | 1,043.100 | 554.350 | $74.20 | $0.00 | $41,132.77 | |
| 0022 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 1,638.000 | 1,638.000 | 0.000 | $0.59 | $0.00 | $0.00 | |
| 0023 | CLASS C CONCRETE | 509(D) 0325 | CY | 164.000 | 164.000 | 0.000 | $263.19 | $0.00 | $0.00 | |
| 0024 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A) 4499 | LF | 84.000 | 84.000 | 88.000 | $112.89 | $0.00 | $9,934.32 | |
| 0025 | 72" CORR. GALV. STEEL PIPE | 613(B) 0698 | LF | 128.000 | 128.000 | 128.000 | $85.86 | $0.00 | $10,990.08 | |
| 0026 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 250.000 | 250.000 | 0.000 | $24.20 | $0.00 | $0.00 | |
| 0027 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 100.000 | 100.000 | 0.000 | $24.09 | $0.00 | $0.00 | |
| 0028 | 51" X 31" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4540 | EA | 1.000 | 1.000 | 1.000 | $1,520.95 | $0.00 | $1,520.95 | |
| 0029 | TYPE C6 CULVERT END TREATMENT | 613(M) 7198 | EA | 1.000 | 1.000 | 0.000 | $1,399.31 | $0.00 | $0.00 | |
| 0030 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 2.000 | 2.000 | 0.000 | $477.65 | $0.00 | $0.00 | |
| 0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $4,770.00 | $0.00 | $4,770.00 | |
| 0032 | REMOVAL OF FENCE | 619(B) 4725 | LF | 2,411.000 | 2,411.000 | 2,411.000 | $0.74 | $0.00 | $1,784.14 | |
| 0033 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 7,449.000 | 7,449.000 | 2,538.000 | $2.92 | $0.00 | $7,410.96 | |
| 0034 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 222.000 | 222.000 | 222.000 | $20.14 | $0.00 | $4,471.08 | |
| 0035 | SAWING PAVEMENT | 619(C) 0924 | LF | 731.000 | 731.000 | 0.000 | $3.18 | $0.00 | $0.00 | |
| 0036 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 732.000 | 732.000 | 0.000 | $15.37 | $0.00 | $0.00 | |
| 0037 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 0.000 | $2,173.00 | $0.00 | $0.00 | |
| 0038 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 0.000 | $1,372.70 | $0.00 | $0.00 | |
| 0039 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,663.000 | 1,663.000 | 0.000 | $3.48 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $9,508.20 | $235,764.03 | ||||||||
| Fed/State Project Number: BRFY-116C(111) | Project: 21715(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0040 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $21.20 | $0.00 | $1,696.00 | |
| 0041 | CLSM BACKFILL | 501(G) 6309 | CY | 164.000 | 164.000 | 158.000 | $146.25 | $0.00 | $23,107.50 | |
| 0042 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 398.000 | 398.000 | 398.000 | $169.82 | $0.00 | $67,588.36 | |
| 0043 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 339.000 | 339.000 | 339.000 | $186.99 | $0.00 | $63,389.61 | |
| 0044 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $62.73 | $0.00 | $14,101.70 | |
| 0045 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,046.800 | 1,046.800 | 0.000 | $3.82 | $0.00 | $0.00 | |
| 0046 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 467.000 | 467.000 | 281.500 | 467.000 | $62.73 | $17,658.50 | $29,294.92 |
| 0047 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $3.18 | $0.00 | $3,339.00 | |
| 0048 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $502.71 | $0.00 | $4,021.68 | |
| 0049 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,580.84 | $0.00 | $41,293.44 | |
| 0050 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $473.77 | $0.00 | $7,580.32 | |
| 0051 | CLASS AA CONCRETE | 509(A) 1326 | CY | 249.700 | 249.700 | 0.000 | 249.700 | $421.13 | $0.00 | $105,156.16 |
| 0052 | CLASS A CONCRETE | 509(B) 1328 | CY | 126.600 | 126.600 | 126.600 | $434.53 | $0.00 | $55,011.49 | |
| 0053 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 72,600.000 | 72,600.000 | 1,675.000 | 72,600.000 | $1.00 | $1,675.00 | $72,600.00 |
| 0054 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 854.000 | 854.000 | 840.000 | $23.85 | $0.00 | $20,034.00 | |
| 0055 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 854.000 | 854.000 | 827.010 | $12.72 | $0.00 | $10,519.57 | |
| 0056 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 882.000 | 882.000 | 0.000 | $3.18 | $0.00 | $0.00 | |
| 0057 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 260.000 | 260.000 | 260.000 | $445.90 | $0.00 | $115,934.00 | |
| 0058 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 163.000 | 163.000 | $4.66 | $759.58 | $759.58 |
| 0059 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 1.800 | 1.800 | $159.00 | $286.20 | $286.20 |
| 0060 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,000.000 | 1,000.000 | 690.480 | 890.750 | $31.99 | $22,088.46 | $28,495.10 |
| 0061 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 210.000 | 210.000 | 117.890 | 171.400 | $26.01 | $3,066.32 | $4,458.12 |
| 0062 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | 84.000 | $23.14 | $1,943.76 | $1,943.76 |
| 0063 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 73.000 | 73.000 | 73.000 | 73.000 | $23.03 | $1,681.19 | $1,681.19 |
| 0064 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $15,900.00 | $0.00 | $15,900.00 | |
| 8000 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 0.000 | 1,020.000 | 1,020.000 | $3.00 | $0.00 | $3,060.00 | |
| Subtotals For Category 0200/BRIDGE 'A' | $49,159.01 | $691,251.70 | ||||||||
| Fed/State Project Number: BRFY-116C(111) | Project: 21715(04) | Category: 0300/TRAFFIC | ||||||||
| 0065 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 7,352.000 | 7,352.000 | 0.000 | $0.96 | $0.00 | $0.00 | |
| 0066 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 6,060.000 | 6,060.000 | 6,864.000 | $0.22 | $0.00 | $1,510.08 | |
| 0067 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 1,340.000 | 1,340.000 | 0.000 | $0.96 | $0.00 | $0.00 | |
| 0068 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 2,200.000 | 2,200.000 | 1,152.000 | $0.27 | $0.00 | $311.04 | |
| 0069 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 2,100.000 | 2,100.000 | 558.000 | 4,169.000 | $1.59 | $887.22 | $6,628.71 |
| 0070 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,520.000 | 2,520.000 | 310.000 | 1,872.000 | $0.11 | $34.10 | $205.92 |
| 0071 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,360.000 | 3,360.000 | 372.000 | 2,450.000 | $0.53 | $197.16 | $1,298.50 |
| 0072 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,100.000 | 2,100.000 | 310.000 | 1,780.000 | $1.33 | $412.30 | $2,367.40 |
| 0073 | WING BARRICADES | 880(C) 8848 | SD | 840.000 | 840.000 | 124.000 | 796.000 | $1.06 | $131.44 | $843.76 |
| 0074 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,200.000 | 4,200.000 | 992.000 | 5,794.000 | $0.11 | $109.12 | $637.34 |
| 0075 | DRUMS | 880(F) 8878 | SD | 3,360.000 | 3,360.000 | 434.000 | 2,652.000 | $0.27 | $117.18 | $716.04 |
| Subtotals For Category 0300/TRAFFIC | $1,888.52 | $14,518.79 | ||||||||
| Fed/State Project Number: BRFY-116C(111) | Project: 21715(04) | Category: 0600/STAKING | ||||||||
| 0076 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $6,890.00 | $0.00 | $5,167.50 | |
| Subtotals For Category 0600/STAKING | $0.00 | $5,167.50 | ||||||||
| Fed/State Project Number: BRFY-116C(111) | Project: 21715(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0077 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $2,650.00 | $0.00 | $1,325.00 | |
| 0078 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $8,480.00 | $0.00 | $8,480.00 | |
| 0079 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $76,271.98 | $0.00 | $76,271.98 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $86,076.98 | ||||||||
| Subtotals For Project BRFY-116C(111) /21715(04) | $60,555.73 | $1,032,779.00 | ||||||||