Contract ID: | 120081 | Estimate Number: | 0010 | Contract No: | 710970 | |||
Residency: | CLINTON (05100) | Estimate Type: | Progressive | Account No: | 404500 | |||
Project Number(s): | SSP-106C(061)SS | ||||||||||||
Primary Job Piece No: | 21704(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-58: OVER NINE MILE AND UNNAMED CREEK, 8.6 AND 9.2 MILE NORTH OF US-270. PROJECT LENGTH = 0.462 MILES | ||||||||||||
Primary County: | BLAINE | ||||||||||||
Name of Road: | SH-58 | ||||||||||||
Prime Contractor: | BRIDGES, INC. DBA SCUDDER BRIDGE CO. | ||||||||||||
911 SOUTHWEST 14TH ST. | |||||||||||||
NEWTON , KS 67114 | |||||||||||||
Surety Company: | UNITED FIRE & CASUALTY CO. | ||||||||||||
Date Let: | 02/16/2012 | NTP Effective Date: | 07/02/2012 | Pay Period: | 09/16/2012 TO 09/30/2012 |
Date Awarded: | 03/05/2012 | Date Work Began: | 05/07/2012 | Original Contract Time: | 180 |
Date Contract Executed: | 03/19/2012 | Date Time Stopped: | Current Time Charged: | 147.00 | |
Date NTP Issued: | 04/09/2012 | Completion Date: | Current Time Allowed: | 180.00 | |
General Liability Expires: | 01/23/2013 | Workman's Comp Expires: | 01/23/2013 | Percent Time Used: | 81.67 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $2,836,769.65 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,836,769.65 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 55.59 % | Non Participating: | $1,559,747.51 | $1,415,092.46 | $144,655.05 | ||
Funds Available: | $1,259,892.78 | Total Earnings: | $1,559,747.51 | $1,415,092.46 | $144,655.05 | ||
Unearned Balance: | $1,259,892.78 | Stockpiled Materials: | $17,129.36 | $43,644.49 | $-26,515.13 | ||
Gross Earnings: | $1,576,876.87 | $1,458,736.95 | $118,139.92 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,576,876.87 | $1,458,736.95 | $118,139.92 |
Contract ID: | 120081 | Estimate Number: | 0010 | Primary JP: | 21704(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
21704(04) | 0038 | Stockpiled Material Adjustment | 0006 | $-108.00 | |
21704(04) | 0038 | Stockpiled Material Initial Payment | 0006 | $891.27 | |
21704(04) | 0043 | Stockpiled Material Adjustment | 0007 | $-128,225.68 | |
21704(04) | 0043 | Stockpiled Material Initial Payment | 0003 | $128,225.68 | |
21704(04) | 0044 | Stockpiled Material Initial Payment | 0005 | $20,810.30 | |
21704(04) | 0044 | Stockpiled Material Adjustment | 0010 | $-10,405.15 | |
21704(04) | 0047 | Stockpiled Material Initial Payment | 0005 | $5,940.95 | |
21704(04) | 0049 | Stockpiled Material Initial Payment | 0004 | $2,940.00 | |
21704(04) | 0049 | Stockpiled Material Adjustment | 0007 | $-2,940.00 | |
21704(04) | 0049 | Stockpiled Material Initial Payment | 0006 | $9,097.20 | |
21704(04) | 0049 | Stockpiled Material Adjustment | 0007 | $-9,097.20 | |
21704(04) | 0050 | Stockpiled Material Adjustment | 0007 | $-5,880.00 | |
21704(04) | 0050 | Stockpiled Material Initial Payment | 0004 | $5,880.00 | |
21704(04) | 0050 | Stockpiled Material Adjustment | 0007 | $-18,488.48 | |
21704(04) | 0050 | Stockpiled Material Initial Payment | 0006 | $18,488.48 | |
21704(04) | 0055 | Stockpiled Material Initial Payment | 0005 | $40,233.89 | |
21704(04) | 0055 | Stockpiled Material Adjustment | 0004 | $-16,477.52 | |
21704(04) | 0055 | Stockpiled Material Adjustment | 0008 | $-16,477.52 | |
21704(04) | 0055 | Stockpiled Material Initial Payment | 0002 | $25,308.64 | |
21704(04) | 0055 | Stockpiled Material Adjustment | 0010 | $-16,109.98 | |
21704(04) | 0055 | Stockpiled Material Adjustment | 0006 | $-7,646.40 | |
21704(04) | 0055 | Stockpiled Material Adjustment | 0006 | $-8,831.12 | |
21704(04) | 0071 | Stockpiled Material Adjustment | 0006 | $-72,113.44 | |
21704(04) | 0071 | Stockpiled Material Initial Payment | 0001 | $72,113.44 | |
21704(04) | 0076 | Stockpiled Material Adjustment | 0006 | $-798.00 | |
21704(04) | 0076 | Stockpiled Material Initial Payment | 0005 | $798.00 | |
21704(04) | 0077 | Stockpiled Material Closure | 0004 | $-1,680.00 | |
21704(04) | 0077 | Stockpiled Material Initial Payment | 0001 | $1,680.00 | |
21704(04) | 0077 | Stockpiled Material Initial Payment | 0004 | $5,880.00 | |
21704(04) | 0077 | Stockpiled Material Closure | 0005 | $-5,880.00 | |
21704(04) | 0077 | Stockpiled Material Initial Payment | 0005 | $22,453.12 | |
21704(04) | 0077 | Stockpiled Material Adjustment | 0006 | $-22,453.12 | |
21704(04) | 0078 | Stockpiled Material Initial Payment | 0001 | $2,560.00 | |
21704(04) | 0078 | Stockpiled Material Adjustment | 0006 | $-2,560.00 | |
21704(04) | 0083 | Stockpiled Material Adjustment | 0003 | $-8,099.52 | |
21704(04) | 0083 | Stockpiled Material Initial Payment | 0002 | $11,392.31 | |
21704(04) | 0083 | Stockpiled Material Adjustment | 0005 | $-3,292.79 | Subtotals For Stockpile Payments | $17,129.36 |
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 |
No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | Incentive/Disincentive for Early/Late Completion | NOT ENTERED | NOT ENTERED | 150.00 DYS | $2,500.00 | N |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 120081 | Estimate Number: | 0010 | Primary JP: | 21704(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: SSP-106C(061)SS | Project: 21704(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.350 | 0.800 | $10,000.00 | $3,500.00 | $8,000.00 |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 6,552.000 | 6,552.000 | 3,276.000 | 3,276.000 | $5.00 | $16,380.00 | $16,380.00 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 4,107.000 | 4,107.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0004 | TEST ROLLING | 203 7116 | LSUM | 1.000 | 1.000 | 0.000 | $3,000.00 | $0.00 | $0.00 | |
0005 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | $10,000.00 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,000.000 | 2,000.000 | 704.000 | $1.25 | $0.00 | $880.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 399.000 | 399.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 31,166.000 | 31,166.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 6.440 | 6.440 | 0.000 | $325.00 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 12.880 | 12.880 | 0.000 | $70.00 | $0.00 | $0.00 | |
0011 | FLY ASH | 307(A) 4200 | TON | 469.000 | 469.000 | 0.000 | $66.00 | $0.00 | $0.00 | |
0012 | LIME | 307(D) 4230 | TON | 51.000 | 51.000 | 0.000 | $175.00 | $0.00 | $0.00 | |
0013 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 9,305.000 | 9,305.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0014 | LIME PRETREATMENT | 307(G) 4260 | SY | 2,790.000 | 2,790.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 52.000 | 52.000 | 0.000 | $42.50 | $0.00 | $0.00 | |
0016 | TACK COAT | 407(B) 0250 | GAL | 1,297.000 | 1,297.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 2,283.000 | 2,283.000 | 0.000 | $6.50 | $0.00 | $0.00 | |
0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 3,175.000 | 3,175.000 | 0.000 | $69.80 | $0.00 | $0.00 | |
0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,207.000 | 1,207.000 | 0.000 | $85.80 | $0.00 | $0.00 | |
0020 | CLASS C CONCRETE | 509(D) 0325 | CY | 347.470 | 347.470 | 0.000 | $565.00 | $0.00 | $0.00 | |
0021 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 759.000 | 759.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
0022 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 265.000 | 265.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0023 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 66.000 | 66.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0024 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 62.000 | 62.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
0025 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 208.000 | 208.000 | 0.000 | $64.00 | $0.00 | $0.00 | |
0026 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 150.000 | 150.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0027 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 50.000 | 50.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0028 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 2.000 | 2.000 | 0.000 | $625.00 | $0.00 | $0.00 | |
0029 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 2.000 | 0.000 | $625.00 | $0.00 | $0.00 | |
0030 | TYPE C6 CULVERT END TREATMENT | 613(M) 7198 | EA | 6.000 | 6.000 | 0.000 | $625.00 | $0.00 | $0.00 | |
0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.000 | $7,500.00 | $0.00 | $0.00 | |
0032 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 6,994.000 | 6,994.000 | 7,006.660 | $5.50 | $0.00 | $38,536.63 | |
0033 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 1,715.000 | 1,715.000 | 1,715.000 | $1.00 | $0.00 | $1,715.00 | |
0034 | SAWING PAVEMENT | 619(C) 0924 | LF | 112.000 | 112.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0035 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,650.000 | 1,650.000 | 0.000 | $14.60 | $0.00 | $0.00 | |
0036 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 8.000 | 8.000 | 0.000 | $2,100.00 | $0.00 | $0.00 | |
0037 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 0.000 | $1,400.00 | $0.00 | $0.00 | |
0038 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,301.000 | 3,301.000 | 0.000 | 400.000 | $3.95 | $0.00 | $1,580.00 |
0039 | FENCE-STYLE SWF (5 BARBLESS WIRE) | 624(C) 4465 | LF | 597.000 | 597.000 | 0.000 | $3.95 | $0.00 | $0.00 | |
0040 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 55.000 | 55.000 | 0.000 | $5.30 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $19,880.00 | $67,091.63 | ||||||||
Fed/State Project Number: SSP-106C(061)SS | Project: 21704(04) | Category: 0200/BRIDGE 'A' | ||||||||
0041 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 315.000 | 315.000 | 315.000 | $15.00 | $0.00 | $4,725.00 | |
0042 | CLSM BACKFILL | 501(G) 6309 | CY | 273.000 | 273.000 | 0.000 | 208.000 | $145.00 | $0.00 | $30,160.00 |
0043 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 836.000 | 836.000 | 836.000 | $250.00 | $0.00 | $209,000.00 | |
0044 | APPROACH SLAB | 504(A) 1304 | SY | 490.000 | 490.000 | 245.000 | 245.000 | $150.00 | $36,750.00 | $36,750.00 |
0045 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,421.000 | 1,421.000 | 0.000 | $4.75 | $0.00 | $0.00 | |
0046 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 57.950 | 57.950 | 57.950 | 57.950 | $275.00 | $15,936.25 | $15,936.25 |
0047 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 639.500 | 639.500 | 0.000 | $59.00 | $0.00 | $0.00 | |
0048 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,840.000 | 1,840.000 | 1,840.000 | 1,840.000 | $3.50 | $6,440.00 | $6,440.00 |
0049 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $2,100.00 | $0.00 | $16,800.00 | |
0050 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,100.00 | $0.00 | $33,600.00 | |
0051 | CLASS AA CONCRETE | 509(A) 1326 | CY | 260.500 | 260.500 | 75.000 | 85.000 | $425.00 | $31,875.00 | $36,125.00 |
0052 | CLASS A CONCRETE | 509(B) 1328 | CY | 270.200 | 270.200 | 270.200 | $450.00 | $0.00 | $121,590.00 | |
0053 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 0.000 | $565.00 | $0.00 | $0.00 | |
0054 | REINFORCING STEEL | 511(A) 1332 | LB | 500.000 | 500.000 | 500.000 | $2.25 | $0.00 | $1,125.00 | |
0055 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 111,710.000 | 111,710.000 | 27,926.000 | 111,710.000 | $1.10 | $30,718.60 | $122,881.00 |
0056 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 428.000 | 428.000 | 428.000 | $29.00 | $0.00 | $12,412.00 | |
0057 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 910.000 | 910.000 | 910.000 | $43.00 | $0.00 | $39,130.00 | |
0058 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 428.000 | 428.000 | 196.940 | $8.00 | $0.00 | $1,575.52 | |
0059 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 910.000 | 910.000 | 419.980 | $8.00 | $0.00 | $3,359.84 | |
0060 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,258.000 | 1,258.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0061 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 200.000 | 200.000 | 200.070 | $675.00 | $0.00 | $135,047.25 | |
0062 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 55.500 | 55.500 | 0.000 | $3.00 | $0.00 | $0.00 | |
0063 | SEALER RESIN | 523(B) 6560 | GAL | 0.600 | 0.600 | 0.000 | $120.00 | $0.00 | $0.00 | |
0064 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,760.000 | 2,760.000 | 399.800 | $45.00 | $0.00 | $17,991.00 | |
0065 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 600.000 | 600.000 | 198.490 | $40.00 | $0.00 | $7,939.60 | |
0066 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 120.000 | 120.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0067 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 90.000 | 90.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0068 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $121,719.85 | $867,587.46 | ||||||||
Fed/State Project Number: SSP-106C(061)SS | Project: 21704(04) | Category: 0201/BRIDGE 'B' | ||||||||
0069 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 80.000 | 80.000 | 80.000 | $17.00 | $0.00 | $1,360.00 | |
0070 | CLSM BACKFILL | 501(G) 6309 | CY | 122.000 | 122.000 | 0.000 | 143.200 | $145.00 | $0.00 | $20,764.00 |
0071 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 497.000 | 497.000 | 497.000 | $225.00 | $0.00 | $111,825.00 | |
0072 | APPROACH SLAB | 504(A) 1304 | SY | 187.400 | 187.400 | 187.400 | $150.00 | $0.00 | $28,110.00 | |
0073 | SAW-CUT GROOVING | 504(B) 1305 | SY | 744.400 | 744.400 | 0.000 | $4.75 | $0.00 | $0.00 | |
0074 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 331.000 | 331.000 | 0.000 | $63.00 | $0.00 | $0.00 | |
0075 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,050.000 | 1,050.000 | 1,050.000 | $3.25 | $0.00 | $3,412.50 | |
0076 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $325.00 | $0.00 | $2,600.00 | |
0077 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,100.00 | $0.00 | $33,600.00 | |
0078 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $225.00 | $0.00 | $3,600.00 | |
0079 | CLASS AA CONCRETE | 509(A) 1326 | CY | 172.200 | 172.200 | 172.200 | $425.00 | $0.00 | $73,185.00 | |
0080 | CLASS A CONCRETE | 509(B) 1328 | CY | 100.400 | 100.400 | 100.400 | $515.00 | $0.00 | $51,706.00 | |
0081 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 0.000 | $565.00 | $0.00 | $0.00 | |
0082 | REINFORCING STEEL | 511(A) 1332 | LB | 270.000 | 270.000 | 270.000 | $2.25 | $0.00 | $607.50 | |
0083 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 54,910.000 | 54,910.000 | 54,910.000 | $1.10 | $0.00 | $60,401.00 | |
0084 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 534.000 | 534.000 | 534.000 | $29.00 | $0.00 | $15,486.00 | |
0085 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 534.000 | 534.000 | 520.460 | $8.00 | $0.00 | $4,163.68 | |
0086 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 579.000 | 579.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0087 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 182.000 | 182.000 | 182.000 | $525.00 | $0.00 | $95,550.00 | |
0088 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0089 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 0.000 | $120.00 | $0.00 | $0.00 | |
0090 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,350.000 | 1,350.000 | 415.660 | $45.00 | $0.00 | $18,704.70 | |
0091 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 275.000 | 275.000 | 98.730 | $40.00 | $0.00 | $3,949.20 | |
0092 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0093 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 90.000 | 90.000 | 0.000 | $26.00 | $0.00 | $0.00 | |
0094 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $541,024.58 | ||||||||
Fed/State Project Number: SSP-106C(061)SS | Project: 21704(04) | Category: 0300/TRAFFIC | ||||||||
0095 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 25.000 | 25.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
0096 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 56.000 | 56.000 | 0.000 | $9.50 | $0.00 | $0.00 | |
0097 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 9,760.000 | 9,760.000 | 0.000 | $0.40 | $0.00 | $0.00 | |
0098 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 34,020.000 | 34,020.000 | 1,635.000 | 16,015.000 | $0.02 | $32.70 | $320.30 |
0099 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,520.000 | 2,520.000 | 375.000 | 3,653.000 | $0.02 | $7.50 | $73.06 |
0100 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,080.000 | 1,080.000 | 300.000 | 2,940.000 | $3.00 | $900.00 | $8,820.00 |
0101 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,160.000 | 2,160.000 | 450.000 | 4,392.000 | $0.24 | $108.00 | $1,054.08 |
0102 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,320.000 | 4,320.000 | 1,110.000 | 10,842.000 | $0.45 | $499.50 | $4,878.90 |
0103 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 360.000 | 30.000 | 322.000 | $5.00 | $150.00 | $1,610.00 |
Subtotals For Category 0300/TRAFFIC | $1,697.70 | $16,756.34 | ||||||||
Fed/State Project Number: SSP-106C(061)SS | Project: 21704(04) | Category: 0600/STAKING | ||||||||
0104 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.150 | 0.750 | $9,050.00 | $1,357.50 | $6,787.50 |
Subtotals For Category 0600/STAKING | $1,357.50 | $6,787.50 | ||||||||
Fed/State Project Number: SSP-106C(061)SS | Project: 21704(04) | Category: 0640/CONSTRUCTION | ||||||||
0105 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.200 | $2,500.00 | $0.00 | $500.00 | |
0106 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $60,500.00 | ||||||||
Subtotals For Project SSP-106C(061)SS /21704(04) | $144,655.05 | $1,559,747.51 |