Contract ID: | 110241 | Estimate Number: | 0019 | Contract No: | 711164 | |||
Residency: | ANADARKO (07300) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | BRFY-126C(082) | ||||||||||||
Primary Job Piece No: | 20960(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-37: OVER BUGGY CREEK, 0.6 MILES EAST OF US-81. PROJECT LENGTH = 0.558 MILES. | ||||||||||||
Primary County: | GRADY | ||||||||||||
Name of Road: | SH-37 | ||||||||||||
Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
1220 E. MAIN | |||||||||||||
CORDELL , OK 73632 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 04/19/2012 | NTP Effective Date: | 09/04/2012 | Pay Period: | 07/01/2013 TO 07/15/2013 |
Date Awarded: | 05/07/2012 | Date Work Began: | 09/04/2012 | Original Contract Time: | 180 |
Date Contract Executed: | 05/22/2012 | Date Time Stopped: | Current Time Charged: | 198.00 | |
Date NTP Issued: | 05/25/2012 | Completion Date: | Current Time Allowed: | 180.00 | |
General Liability Expires: | 07/01/2014 | Workman's Comp Expires: | 07/01/2014 | Percent Time Used: | 110.00 % |
Specification Year: | 2009 | Date Approved: | 07/17/2013 | ||
Current Contract Amount: | $2,415,333.07 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,403,359.07 | Participating: | $2,319,610.51 | $2,271,108.11 | $48,502.40 | ||
Percent Complete: | 95.34 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $112,619.52 | Total Earnings: | $2,319,610.51 | $2,271,108.11 | $48,502.40 | ||
Unearned Balance: | $100,645.52 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $2,319,610.51 | $2,271,108.11 | $48,502.40 | ||||
Other Adjustments: | $-3,396.96 | $-3,396.96 | $0.00 | ||||
Liq Dam/Disincentive: | $-13,500.00 | $-13,500.00 | $0.00 | ||||
TOTAL: | $2,302,713.55 | $2,254,211.15 | $48,502.40 |
Contract ID: | 110241 | Estimate Number: | 0019 | Primary JP: | 20960(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add Traffic Standard and 5' CLF and Gates | Approved | 10/16/2012 | 0.0 | $10,374.00 |
002 | Add Splices | Approved | 10/25/2012 | 0.0 | $1,600.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20960(04) | 0037 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Initial Payment | 0001 | $187,500.51 |
20960(04) | 0037 | Prestressed Concrete Beams (Type IV) | Stockpiled Material Adjustment | 0004 | $-187,500.51 |
20960(04) | 0038 | Approach Slab | Stockpiled Material Initial Payment | 0004 | $12,537.81 |
20960(04) | 0038 | Approach Slab | Stockpiled Material Adjustment | 0010 | $-12,537.81 |
20960(04) | 0041 | Stockpiled Material Adjustment | 0010 | $0.01 | |
20960(04) | 0041 | Concrete Rail(TR4) | Stockpiled Material Adjustment | 0009 | $-3,706.18 |
20960(04) | 0041 | Concrete Rail(TR4) | Stockpiled Material Initial Payment | 0004 | $6,727.97 |
20960(04) | 0041 | Concrete Rail(TR4) | Stockpiled Material Adjustment | 0008 | $-1,847.17 |
20960(04) | 0041 | Concrete Rail(TR4) | Stockpiled Material Adjustment | 0010 | $-1,174.63 |
20960(04) | 0049 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-40,002.84 |
20960(04) | 0049 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $44,397.12 |
20960(04) | 0049 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0004 | $-3,097.10 |
20960(04) | 0049 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0005 | $-1,297.18 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0015 | --7.0 | $750.00 | $-5,250.00 |
System Application of Liquidated Damages | 0016 | --11 | $750.00 | $-8,250.00 | Subtotals For Liquidated Damages | $-13,500.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Smoothness Deduction | 0016 | $-20.80 | Subtotals For Contract Adjustments | $-20.80 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 1,061.59 | $-0.02 | $-27.87 |
20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 4,730.34 | $-0.02 | $-124.17 |
20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 301.11 | $-0.02 | $-7.90 |
20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 427.89 | $-0.02 | $-11.23 |
20960(04) | 0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,104.08 | $-0.02 | $-28.98 |
20960(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 1,568.84 | $-0.03 | $-47.07 |
20960(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 779.45 | $-0.03 | $-23.38 |
20960(04) | 0045 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0006 | -1.99 | $475.00 | $-947.63 |
20960(04) | 0045 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0008 | -3.95 | $475.00 | $-1,878.63 |
20960(04) | 0045 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0008 | -0.58 | $475.00 | $-279.30 | Subtotals For Line Item Adjustments | $-3,376.16 | * = 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: | 110241 | Estimate Number: | 0019 | Primary JP: | 20960(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-126C(082) | Project: 20960(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 | 31,007.000 | 31,007.000 | 21,240.000 | $3.25 | $0.00 | $69,030.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 14,830.000 | 14,830.000 | 14,688.000 | $5.05 | $0.00 | $74,174.40 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $20,500.00 | $0.00 | $20,500.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,375.000 | 2,375.000 | 2,258.000 | $1.20 | $0.00 | $2,709.60 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 235.000 | 235.000 | 175.000 | $8.30 | $0.00 | $1,452.50 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 50,394.000 | 50,394.000 | 42,176.000 | 42,176.000 | $1.15 | $48,502.40 | $48,502.40 |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 11.000 | 11.000 | 0.000 | $430.00 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 11.000 | 11.000 | 15.660 | $450.00 | $0.00 | $7,047.00 | |
0010 | MOWING | 241 2832 | AC | 26.000 | 26.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0011 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 15,631.000 | 15,631.000 | 14,906.810 | $5.55 | $0.00 | $82,732.79 | |
0012 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 446.000 | 446.000 | 251.500 | $27.00 | $0.00 | $6,790.50 | |
0013 | TACK COAT | 407(B) 0250 | GAL | 2,457.000 | 2,457.000 | 2,110.000 | $3.20 | $0.00 | $6,752.00 | |
0014 | PRIME COAT | 408 5774 | GAL | 4,168.000 | 4,168.000 | 2,410.000 | $4.20 | $0.00 | $10,122.00 | |
0015 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 1,245.000 | 1,245.000 | 0.000 | $1.80 | $0.00 | $0.00 | |
0016 | BITUMINOUS BINDER | 409(B) 4268 | GAL | 312.000 | 312.000 | 300.720 | $4.20 | $0.00 | $1,263.02 | |
0017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 7,640.000 | 7,640.000 | 7,625.010 | $65.00 | $0.00 | $495,625.65 | |
0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,122.000 | 2,122.000 | 2,348.290 | $67.00 | $0.00 | $157,335.43 | |
0019 | COLD MILLING PAVEMENT | 412 5267 | SY | 134.000 | 134.000 | 133.330 | $40.00 | $0.00 | $5,333.20 | |
0020 | CLASS C CONCRETE | 509(D) 0325 | CY | 41.000 | 41.000 | 39.050 | $315.00 | $0.00 | $12,300.75 | |
0021 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 218.000 | 218.000 | 208.000 | $25.00 | $0.00 | $5,200.00 | |
0022 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 380.000 | 380.000 | 380.000 | $20.00 | $0.00 | $7,600.00 | |
0023 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 82.000 | 82.000 | 82.000 | $26.00 | $0.00 | $2,132.00 | |
0024 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 6.000 | 6.000 | 6.000 | $1,100.00 | $0.00 | $6,600.00 | |
0025 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 10.000 | 10.000 | 10.000 | $1,115.00 | $0.00 | $11,150.00 | |
0026 | TYPE AA4 CULVERT END TREATMENT | 613(M) 7191 | EA | 6.000 | 6.000 | 6.000 | $1,225.00 | $0.00 | $7,350.00 | |
0027 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $17,000.00 | $0.00 | $17,000.00 | |
0028 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 8,834.000 | 8,834.000 | 8,550.680 | $2.25 | $0.00 | $19,239.03 | |
0029 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 450.000 | 450.000 | 450.000 | $1.00 | $0.00 | $450.00 | |
0030 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,391.000 | 1,391.000 | 2,475.000 | $5.00 | $0.00 | $12,375.00 | |
0031 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 200.000 | 200.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
0032 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 0.000 | $2,150.00 | $0.00 | $0.00 | |
0033 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 0.000 | $1,550.00 | $0.00 | $0.00 | |
0034 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,393.000 | 3,393.000 | 2,837.000 | $3.60 | $0.00 | $10,213.20 | |
8003 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(E) 4290 | LF | 0.000 | 235.000 | 225.000 | $34.00 | $0.00 | $7,650.00 | |
8004 | GATES-STYLE CLF (5'HIGH X 10'LONG) | 624(F) 5892 | EA | 0.000 | 2.000 | 2.000 | $950.00 | $0.00 | $1,900.00 | |
Subtotals For Category 0100/ROADWAY | $48,502.40 | $1,145,530.47 | ||||||||
Fed/State Project Number: BRFY-126C(082) | Project: 20960(04) | Category: 0200/BRIDGE 'A' | ||||||||
0035 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 210.000 | 210.000 | 210.000 | $10.00 | $0.00 | $2,100.00 | |
0036 | CLSM BACKFILL | 501(G) 6309 | CY | 184.800 | 184.800 | 184.800 | $100.00 | $0.00 | $18,480.00 | |
0037 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,196.000 | 1,196.000 | 1,196.000 | $201.00 | $0.00 | $240,396.00 | |
0038 | APPROACH SLAB | 504(A) 1304 | SY | 300.000 | 300.000 | 300.000 | $150.00 | $0.00 | $45,000.00 | |
0039 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,630.000 | 1,630.000 | 1,630.000 | $4.00 | $0.00 | $6,520.00 | |
0040 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 45.870 | 45.870 | 45.870 | $275.00 | $0.00 | $12,614.25 | |
0041 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 733.170 | 733.170 | 733.170 | $65.00 | $0.00 | $47,656.06 | |
0042 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,520.000 | 1,520.000 | 1,520.000 | $3.00 | $0.00 | $4,560.00 | |
0043 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $2,165.00 | $0.00 | $17,320.00 | |
0044 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,180.00 | $0.00 | $34,880.00 | |
0045 | CLASS AA CONCRETE | 509(A) 1326 | CY | 357.400 | 357.400 | 357.400 | $475.00 | $0.00 | $169,765.01 | |
0046 | CLASS A CONCRETE | 509(B) 1328 | CY | 205.700 | 205.700 | 205.700 | $475.00 | $0.00 | $97,707.52 | |
0047 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 11.470 | $300.00 | $0.00 | $3,441.00 | |
0048 | REINFORCING STEEL | 511(A) 1332 | LB | 740.000 | 740.000 | 740.000 | $1.60 | $0.00 | $1,184.00 | |
0049 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 110,810.000 | 110,810.000 | 110,810.000 | $1.00 | $0.00 | $110,810.00 | |
0050 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 216.000 | 216.000 | 216.000 | $28.00 | $0.00 | $6,048.00 | |
0051 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 892.000 | 892.000 | 910.500 | $31.50 | $0.00 | $28,680.75 | |
0052 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 216.000 | 216.000 | 216.000 | $12.00 | $0.00 | $2,592.00 | |
0053 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 892.000 | 892.000 | 910.500 | $13.50 | $0.00 | $12,291.75 | |
0054 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,423.000 | 1,423.000 | 1,423.000 | $4.00 | $0.00 | $5,692.00 | |
0055 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 176.000 | 176.000 | 176.000 | $600.00 | $0.00 | $105,600.00 | |
0056 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 43.400 | 43.400 | 0.000 | $5.00 | $0.00 | $0.00 | |
0057 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.000 | $300.00 | $0.00 | $0.00 | |
0058 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,280.000 | 1,280.000 | 1,305.550 | $35.00 | $0.00 | $45,694.25 | |
0059 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 300.000 | 300.000 | 261.260 | $28.00 | $0.00 | $7,315.28 | |
0060 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 90.000 | 90.000 | 90.000 | $20.00 | $0.00 | $1,800.00 | |
0061 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 90.000 | 90.000 | 90.000 | $20.00 | $0.00 | $1,800.00 | |
0062 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
8005 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 0.000 | 4.000 | 4.000 | $400.00 | $0.00 | $1,600.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,061,547.87 | ||||||||
Fed/State Project Number: BRFY-126C(082) | Project: 20960(04) | Category: 0300/TRAFFIC | ||||||||
0063 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 0.520 | 0.520 | 0.500 | $420.00 | $0.00 | $210.00 | |
0064 | REINFORCING STEEL | 804(B) 2916 | LB | 76.000 | 76.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0065 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 110.820 | 110.820 | 60.250 | $18.50 | $0.00 | $1,114.63 | |
0066 | 3 1/2"@9.11 GALV.STEEL PIPE POST | 851(B) 3219 | LF | 31.000 | 31.000 | 23.830 | $15.00 | $0.00 | $357.45 | |
0067 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 149.500 | 149.500 | 158.210 | $10.00 | $0.00 | $1,582.10 | |
0068 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 13,000.000 | 13,000.000 | 14,859.000 | $0.50 | $0.00 | $7,429.50 | |
0069 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 16,800.000 | 16,800.000 | 14,324.260 | $0.13 | $0.00 | $1,862.15 | |
0070 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 1,000.000 | 1,000.000 | 1,123.000 | $0.42 | $0.00 | $471.66 | |
0071 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 8,400.000 | 8,400.000 | 6,348.000 | $0.22 | $0.00 | $1,396.56 | |
0072 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 6,300.000 | 6,300.000 | 602.000 | $0.06 | $0.00 | $36.12 | |
0073 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,200.000 | 4,200.000 | 1,050.000 | $0.07 | $0.00 | $73.50 | |
0074 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,350.000 | 7,350.000 | 2,036.000 | $0.14 | $0.00 | $285.04 | |
0075 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,250.000 | 5,250.000 | 356.000 | $0.17 | $0.00 | $60.52 | |
0076 | WING BARRICADES | 880(C) 8848 | SD | 840.000 | 840.000 | 418.000 | $0.80 | $0.00 | $334.40 | |
0077 | VERTICAL PANELS | 880(D) 8854 | SD | 6,300.000 | 6,300.000 | 0.000 | $0.12 | $0.00 | $0.00 | |
0078 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 15,750.000 | 15,750.000 | 1,052.000 | $0.12 | $0.00 | $126.24 | |
0079 | DRUMS | 880(F) 8878 | SD | 7,350.000 | 7,350.000 | 276.000 | $0.05 | $0.00 | $13.80 | |
0080 | CHANNELIZER CONES | 880(G) 8890 | SD | 7,350.000 | 7,350.000 | 8,450.000 | $0.53 | $0.00 | $4,478.50 | |
0081 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 420.000 | 420.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
8000 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 440.000 | 150.000 | $1.10 | $0.00 | $165.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $19,997.17 | ||||||||
Fed/State Project Number: BRFY-126C(082) | Project: 20960(04) | Category: 0600/STAKING | ||||||||
0082 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $9,900.00 | $0.00 | $8,910.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $8,910.00 | ||||||||
Fed/State Project Number: BRFY-126C(082) | Project: 20960(04) | Category: 0640/CONSTRUCTION | ||||||||
0083 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,500.00 | $0.00 | $2,625.00 | |
0084 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0085 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $76,000.00 | $0.00 | $76,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $83,625.00 | ||||||||
Subtotals For Project BRFY-126C(082) /20960(04) | $48,502.40 | $2,319,610.51 |