Contract ID: | 100409 | Estimate Number: | 0023 | Contract No: | 610394 | |||
Residency: | BUFFALO (06100) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | BRFY-176B(061)SS | ||||||||||||
Primary Job Piece No: | 20271(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-281: OVER THE SALT FORK OF THE ARKANSAS RIVER AND OVER A RAILROAD BRIDGE JUST NORTH OF THE TOWN OF ALVA. PROJECT LENGTH = 2.071 MILES. | ||||||||||||
Primary County: | WOODS | ||||||||||||
Name of Road: | US-281 | ||||||||||||
Prime Contractor: | VENTURE CORPORATION DBA V. C. O. PAVING | ||||||||||||
P. O. BOX 1486 | |||||||||||||
GREAT BEND , KS 67530 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 07/22/2010 | NTP Effective Date: | 10/21/2010 | Pay Period: | 09/16/2011 TO 09/30/2011 |
Date Awarded: | 08/10/2010 | Date Work Began: | 09/21/2010 | Original Contract Time: | 380 |
Date Contract Executed: | 08/24/2010 | Date Time Stopped: | Current Time Charged: | 375.00 | |
Date NTP Issued: | 09/16/2010 | Completion Date: | Current Time Allowed: | 416.00 | |
General Liability Expires: | 03/26/2012 | Workman's Comp Expires: | 03/26/2012 | Percent Time Used: | 90.14 % |
Specification Year: | 1999 | Date Approved: | 10/10/2011 | ||
Current Contract Amount: | $11,580,978.79 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $11,597,233.63 | Participating: | $9,953,478.73 | $9,673,646.35 | $279,832.38 | ||
Percent Complete: | 87.19 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $1,482,967.54 | Total Earnings: | $9,953,478.73 | $9,673,646.35 | $279,832.38 | ||
Unearned Balance: | $1,499,222.38 | Stockpiled Materials: | $116,433.57 | $128,824.19 | $-12,390.62 | ||
Gross Earnings: | $10,069,912.30 | $9,802,470.54 | $267,441.76 | ||||
Other Adjustments: | $28,098.95 | $28,098.95 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $10,098,011.25 | $9,830,569.49 | $267,441.76 |
Contract ID: | 100409 | Estimate Number: | 0023 | Primary JP: | 20271(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Reduction for out of spec material (PC Beams) | Approved | 05/18/2011 | 0.0 | $-6,306.84 |
002 | Bridge and Approaches on US-281 north of Alva. | Approved | 05/16/2011 | 0.0 | $-9,948.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Initial Payment | 0007 | $310,174.23 |
20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Adjustment | 0020 | $-222,692.09 |
20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Adjustment | 0020 | $-51,197.95 |
20271(04) | 0018 | ASCO MIXS26422OK(IA) | Stockpiled Material Initial Payment | 0008 | $51,197.95 |
20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0003 | $-5,979.81 |
20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $19,785.72 |
20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0004 | $-3,895.77 |
20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0023 | $-787.82 |
20271(04) | 0027 | REBAR-GR60 | Stockpiled Material Adjustment | 0011 | $-9,122.32 |
20271(04) | 0043 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $79.31 |
20271(04) | 0044 | PIPE-CGMP | Stockpiled Material Adjustment | 0010 | $-2,596.80 |
20271(04) | 0044 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $7,422.52 |
20271(04) | 0045 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $8,576.20 |
20271(04) | 0045 | PIPE-CGMP | Stockpiled Material Adjustment | 0023 | $-2,794.80 |
20271(04) | 0045 | PIPE-CGMP | Stockpiled Material Adjustment | 0007 | $-3,164.70 |
20271(04) | 0046 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $2,076.00 |
20271(04) | 0047 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $0.00 |
20271(04) | 0048 | PIPE-CGMP | Stockpiled Material Initial Payment | 0003 | $12,331.20 |
20271(04) | 0048 | PIPE-CGMP | Stockpiled Material Adjustment | 0023 | $-8,808.00 |
20271(04) | 0060 | beam guard rail | Stockpiled Material Adjustment | 0022 | $-6,774.50 |
20271(04) | 0060 | beam guard rail | Stockpiled Material Initial Payment | 0011 | $13,549.00 |
20271(04) | 0061 | G.E.T.s | Stockpiled Material Adjustment | 0022 | $-5,944.00 |
20271(04) | 0061 | G.E.T.s | Stockpiled Material Initial Payment | 0011 | $11,888.00 |
20271(04) | 0062 | Thrie Beam Conn. Type A | Stockpiled Material Initial Payment | 0011 | $6,224.00 |
20271(04) | 0062 | Thrie Beam Conn. Type A | Stockpiled Material Adjustment | 0022 | $-3,112.00 |
20271(04) | 0081 | REBAR-GR60 | Stockpiled Material Adjustment | 0005 | $-12,559.26 |
20271(04) | 0081 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $12,559.26 |
20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0003 | $326,464.95 |
20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-326,464.95 |
20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-215,340.30 |
20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0007 | $215,340.30 |
20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-326,466.93 |
20271(04) | 0085 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0007 | $326,466.93 |
20271(04) | 0087 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0018 | $-14,503.99 |
20271(04) | 0087 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0014 | $14,503.99 |
20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0014 | $58,696.47 |
20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0016 | $-14,374.98 |
20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-29,547.66 |
20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-14,773.83 |
20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0015 | $16,474.47 |
20271(04) | 0093 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0015 | $-16,474.47 |
20271(04) | 0102 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-3,144.00 |
20271(04) | 0102 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $3,144.00 |
20271(04) | 0102 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $3,108.00 |
20271(04) | 0102 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-3,108.00 |
20271(04) | 0103 | FIELD WELDING | Stockpiled Material Adjustment | 0010 | $-12,432.00 |
20271(04) | 0103 | FIELD WELDING | Stockpiled Material Initial Payment | 0003 | $12,432.00 |
20271(04) | 0103 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0010 | $-12,432.00 |
20271(04) | 0103 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $12,432.00 |
20271(04) | 0111 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0007 | $83,067.36 |
20271(04) | 0111 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0017 | $-83,067.36 |
20271(04) | 0112 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0017 | $-125,170.02 |
20271(04) | 0112 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0007 | $125,170.02 |
20271(04) | 0130 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0018 | $-3,360.00 |
20271(04) | 0130 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $3,360.00 |
20271(04) | 0131 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0018 | $-2,625.00 |
20271(04) | 0131 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0007 | $2,625.00 | Subtotals For Stockpile Payments | $116,433.57 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
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 |
20271(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 3,918.73 | $-1.58 | $-6,227.45 |
20271(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 9,862.36 | $2.14 | $21,146.38 |
20271(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 3,215.45 | $2.43 | $7,826.08 |
20271(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 1,174.07 | $2.43 | $2,857.57 |
20271(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,285.37 | $-1.80 | $-2,318.68 |
20271(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 133.72 | $2.43 | $325.46 |
20271(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 1,693.43 | $2.43 | $4,121.64 |
20271(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 132.28 | $2.78 | $367.95 | Subtotals For Line Item Adjustments | $28,098.95 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100409 | Estimate Number: | 0023 | Primary JP: | 20271(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-176B(061)SS | Project: 20271(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 77,865.000 | 77,865.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 470,615.000 | 470,615.000 | 0.000 | 534,647.450 | $4.50 | $0.00 | $2,405,913.53 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.800 | $375,000.00 | $0.00 | $300,000.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 6,800.000 | 6,800.000 | 6,407.400 | $3.00 | $0.00 | $19,222.20 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 763.000 | 763.000 | 0.000 | 458.000 | $9.00 | $0.00 | $4,122.00 |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 73,649.000 | 73,649.000 | 0.000 | 52,968.900 | $1.50 | $0.00 | $79,453.35 |
0008 | BROADCAST SPRIGGING (METHOD A) | 230(D) 2810 | SY | 148,289.000 | 148,289.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 45.900 | 45.900 | 13.902 | $450.00 | $0.00 | $6,255.90 | |
0010 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 22.200 | 22.200 | 0.000 | $800.00 | $0.00 | $0.00 | |
0011 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 3.500 | 3.500 | 0.475 | $800.00 | $0.00 | $380.00 | |
0012 | MOWING | 241 2832 | AC | 92.000 | 92.000 | 0.000 | $75.00 | $0.00 | $0.00 | |
0013 | (SP)FLY ASH | 327(A) 4200 | TON | 2,125.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 49,171.000 | 49,171.000 | 0.000 | 39,336.200 | $2.25 | $0.00 | $88,506.45 |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 790.000 | 790.000 | 800.620 | $50.00 | $0.00 | $40,031.00 | |
0016 | TACK COAT | 407 0250 | GAL | 8,610.000 | 8,610.000 | 4,065.000 | $2.00 | $0.00 | $8,130.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 14,680.000 | 14,680.000 | 7,192.000 | $3.25 | $0.00 | $23,374.00 | |
0018 | (SP)ASPHALT CONCRETE TYPE S2(PG 64-22 OK) | 411(S2) 5930 | TON | 16,829.000 | 16,829.000 | 0.000 | 13,781.090 | $63.00 | $0.00 | $868,208.67 |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 4,664.000 | 4,664.000 | 4,389.520 | $73.00 | $0.00 | $320,434.96 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 6,280.000 | 6,280.000 | 0.000 | 3,112.520 | $73.00 | $0.00 | $227,213.96 |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 3,110.000 | 3,110.000 | 0.000 | $78.00 | $0.00 | $0.00 | |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,208.000 | 3,208.000 | 0.000 | 132.280 | $81.00 | $0.00 | $10,714.68 |
0023 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 19,809.000 | 19,809.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 110.380 | 110.380 | 142.820 | $3.00 | $0.00 | $428.46 | |
0025 | CLASS A CONCRETE | 509(B) 0321 | CY | 423.000 | 423.000 | 109.890 | 436.080 | $330.00 | $36,263.70 | $143,906.40 |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 92.840 | 92.840 | 27.090 | $235.00 | $0.00 | $6,366.15 | |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 76,425.000 | 76,425.000 | 31,157.610 | 89,535.130 | $0.70 | $21,810.33 | $62,674.59 |
0028 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 50.000 | 50.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0029 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 1.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0030 | DROP INLET GRATE (SMD TYPE 1A) | 611(L) 7000 | EA | 2.000 | 2.000 | 0.000 | $1,600.00 | $0.00 | $0.00 | |
0031 | DROP INLET GRATE (SMD TYPE 1B) | 611(L) 7001 | EA | 1.000 | 1.000 | 0.000 | $1,800.00 | $0.00 | $0.00 | |
0032 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 264.000 | 264.000 | 0.000 | 257.000 | $30.00 | $0.00 | $7,710.00 |
0033 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 104.000 | 104.000 | 0.000 | $38.00 | $0.00 | $0.00 | |
0034 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 104.000 | 104.000 | 0.000 | 52.000 | $51.00 | $0.00 | $2,652.00 |
0035 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 97.000 | 97.000 | 0.000 | $62.00 | $0.00 | $0.00 | |
0036 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4410 | LF | 106.000 | 106.000 | 52.000 | $113.00 | $0.00 | $5,876.00 | |
0037 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 22.000 | 22.000 | 13.000 | $600.00 | $0.00 | $7,800.00 | |
0038 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 16.000 | 16.000 | 0.000 | $800.00 | $0.00 | $0.00 | |
0039 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 1.000 | 1.000 | 1.000 | $950.00 | $0.00 | $950.00 | |
0040 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 2.000 | 2.000 | 0.000 | $1,350.00 | $0.00 | $0.00 | |
0041 | TYPE BB6 CULVERT END TREATMENT | 613(CC) 7202 | EA | 16.000 | 16.000 | 0.000 | $1,150.00 | $0.00 | $0.00 | |
0042 | TYPE CC6 CULVERT END TREATMENT | 613(CC) 7203 | EA | 8.000 | 8.000 | 0.000 | $1,400.00 | $0.00 | $0.00 | |
0043 | 12" CORR. GALV. STEEL PIPE | 613(D) 0688 | LF | 11.000 | 11.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0044 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 808.000 | 808.000 | 0.000 | 240.000 | $25.00 | $0.00 | $6,000.00 |
0045 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 754.000 | 754.000 | 204.000 | 435.000 | $30.00 | $6,120.00 | $13,050.00 |
0046 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 158.000 | 158.000 | 0.000 | $37.00 | $0.00 | $0.00 | |
0047 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 22.000 | 22.000 | 0.000 | $49.00 | $0.00 | $0.00 | |
0048 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 840.000 | 840.000 | 600.000 | 600.000 | $32.00 | $19,200.00 | $19,200.00 |
0049 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(D) 4529 | LF | 188.000 | 188.000 | 0.000 | $43.00 | $0.00 | $0.00 | |
0050 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 774.000 | 774.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0051 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 258.000 | 258.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0052 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 300.000 | 300.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0053 | TRENCH EXCAVATION | 613(S) 1180 | CY | 545.000 | 545.000 | 239.170 | $20.00 | $0.00 | $4,783.40 | |
0054 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 293.000 | 293.000 | 96.980 | $20.00 | $0.00 | $1,939.60 | |
0055 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.000 | $75,000.00 | $0.00 | $0.00 | |
0056 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 4.000 | $1,500.00 | $0.00 | $6,000.00 | |
0057 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 36,865.000 | 36,865.000 | 9,709.000 | 36,865.400 | $5.00 | $48,545.00 | $184,327.00 |
0058 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 3,023.000 | 3,023.000 | 3,022.000 | $1.50 | $0.00 | $4,533.00 | |
0059 | SAWING PAVEMENT | 619(C) 0924 | LF | 3,290.000 | 3,290.000 | 2,855.000 | $3.60 | $0.00 | $10,278.00 | |
0060 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 1,500.000 | 1,500.000 | 750.000 | $12.60 | $0.00 | $9,450.00 | |
0061 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 4.000 | $1,330.00 | $0.00 | $5,320.00 | |
0062 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 8.000 | 8.000 | 4.000 | $2,500.00 | $0.00 | $10,000.00 | |
0063 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 3,165.000 | 3,165.000 | 0.000 | $5.16 | $0.00 | $0.00 | |
0064 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 4.000 | 4.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0065 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 0.000 | $90.00 | $0.00 | $0.00 | |
0066 | MAILBOX | 629(C) 4960 | EA | 9.000 | 9.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0067 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 9.000 | 9.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
8002 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 0.000 | 1,240.000 | 0.000 | 1,015.130 | $94.80 | $0.00 | $96,234.32 |
Subtotals For Category 0100/ROADWAY | $131,939.03 | $5,136,439.62 | ||||||||
Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0101/SANITARY SEWER | ||||||||
0068 | (PL)PIER PYLON | 504 6425 | EA | 18.000 | 18.000 | 18.000 | $2,925.00 | $0.00 | $52,650.00 | |
0069 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $6,000.00 | $0.00 | $6,000.00 |
0070 | 10" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6122 | LF | 878.000 | 878.000 | 878.000 | $25.00 | $0.00 | $21,950.00 | |
0071 | 16" DUCTILE IRON PIPE | 616(A) 5894 | LF | 510.000 | 510.000 | 510.000 | $100.00 | $0.00 | $51,000.00 | |
0072 | (PL)16" STEEL CASING | 616(I) 5262 | LF | 750.000 | 750.000 | 750.000 | $75.00 | $0.00 | $56,250.00 | |
0073 | (PL)24" STEEL CASING | 616(I) 5270 | LF | 510.000 | 510.000 | 510.000 | $350.00 | $0.00 | $178,500.00 | |
Subtotals For Category 0101/SANITARY SEWER | $0.00 | $366,350.00 | ||||||||
Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0102/WATERLINE | ||||||||
0074 | 10" POLYVINYL CHLORIDE (PVC) PIPE | 615(C) 6122 | LF | 807.000 | 807.000 | 814.000 | $42.00 | $0.00 | $34,188.00 | |
0075 | 8" GATE VALVE | 616(D) 1080 | EA | 3.000 | 3.000 | 3.000 | $1,000.00 | $0.00 | $3,000.00 | |
0076 | (PL)16" STEEL CASING | 616(I) 5262 | LF | 185.000 | 185.000 | 185.000 | $257.00 | $0.00 | $47,545.00 | |
Subtotals For Category 0102/WATERLINE | $0.00 | $84,733.00 | ||||||||
Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0200/BRIDGE 'A' | ||||||||
0077 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 440.000 | 440.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0078 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 73.000 | 73.000 | 604.490 | $3.00 | $0.00 | $1,813.47 | |
0079 | CLSM BACKFILL | 501(G) 6309 | CY | 137.000 | 137.000 | 0.000 | 131.000 | $180.00 | $0.00 | $23,580.00 |
0080 | CLASS AA CONCRETE | 509(A) 1326 | CY | 298.400 | 298.400 | 13.760 | 311.760 | $350.00 | $4,816.00 | $109,116.00 |
0081 | REINFORCING STEEL | 511(A) 1332 | LB | 49,670.000 | 49,670.000 | 2,412.340 | 52,082.340 | $0.75 | $1,809.26 | $39,061.76 |
0082 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $2,000.00 | $0.00 | $2,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $6,625.26 | $175,571.23 | ||||||||
Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0201/BRIDGE 'B' | ||||||||
0083 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 190.000 | 190.000 | 190.000 | $8.63 | $0.00 | $1,639.70 | |
0084 | CLSM BACKFILL | 501(G) 6309 | CY | 154.000 | 154.000 | 0.000 | 154.000 | $143.82 | $0.00 | $22,148.28 |
0085 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 3,990.000 | 3,990.000 | 3,990.000 | $195.00 | $0.00 | $778,050.00 | |
0086 | APPROACH SLAB | 504(A) 1304 | SY | 281.000 | 281.000 | 281.000 | $151.89 | $0.00 | $42,681.09 | |
0087 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 86.400 | 86.400 | 86.400 | $244.42 | $0.00 | $21,117.88 | |
0088 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 2,122.600 | 2,122.600 | 300.000 | 2,122.600 | $44.36 | $13,308.00 | $94,158.54 |
0089 | STRUCTURAL STEEL | 506(A) 1322 | LB | 4,500.000 | 4,500.000 | 4,500.000 | $1.29 | $0.00 | $5,805.00 | |
0090 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,188.600 | 1,188.600 | 1,188.600 | $479.66 | $0.00 | $570,123.89 | |
0091 | CLASS A CONCRETE | 509(B) 1328 | CY | 360.900 | 360.900 | 360.930 | $449.73 | $0.00 | $162,321.05 | |
0092 | REINFORCING STEEL | 511(A) 1332 | LB | 1,970.000 | 1,970.000 | 1,970.000 | $0.82 | $0.00 | $1,615.40 | |
0093 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 313,370.000 | 313,370.000 | 313,370.000 | $0.79 | $0.00 | $247,562.30 | |
0094 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 122.000 | 122.000 | -2.000 | 130.000 | $26.67 | $-53.34 | $3,467.10 |
0095 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 406.000 | 406.000 | 441.000 | $34.32 | $0.00 | $15,135.12 | |
0096 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 122.000 | 122.000 | 130.000 | $5.75 | $0.00 | $747.50 | |
0097 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 406.000 | 406.000 | 441.000 | $6.80 | $0.00 | $2,998.80 | |
0098 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 4,098.000 | 4,098.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0099 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 606.000 | 606.000 | 627.140 | $646.91 | $0.00 | $405,703.14 | |
0100 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 285.600 | 285.600 | 285.600 | $3.00 | $0.00 | $856.80 | |
0101 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.500 | 3.500 | 3.500 | $100.00 | $0.00 | $350.00 | |
0102 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $896.80 | $0.00 | $14,348.80 | |
0103 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 64.000 | 64.000 | 64.000 | $896.30 | $0.00 | $57,363.20 | |
0104 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,080.000 | 1,080.000 | 223.280 | 911.860 | $62.44 | $13,941.60 | $56,936.54 |
0105 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 195.000 | 195.000 | 48.860 | 190.600 | $50.89 | $2,486.49 | $9,699.64 |
0106 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 84.000 | $25.88 | $0.00 | $2,173.92 | |
0107 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 55.000 | 55.000 | 55.000 | $27.03 | $0.00 | $1,486.65 | |
0108 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $100,000.00 | $50,000.00 | $100,000.00 |
8001 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-6,306.84 | $0.00 | $-6,306.84 | |
Subtotals For Category 0201/BRIDGE 'B' | $79,682.75 | $2,612,183.50 | ||||||||
Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0202/BRIDGE 'C' | ||||||||
0109 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 195.000 | 195.000 | 195.000 | $8.66 | $0.00 | $1,688.70 | |
0110 | CLSM BACKFILL | 501(G) 6309 | CY | 142.400 | 142.400 | 0.000 | 142.400 | $144.40 | $0.00 | $20,562.56 |
0111 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 637.330 | 637.330 | 637.330 | $202.00 | $0.00 | $128,740.66 | |
0112 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 673.330 | 673.330 | 673.330 | $255.00 | $0.00 | $171,699.15 | |
0113 | APPROACH SLAB | 504(A) 1304 | SY | 281.000 | 281.000 | 281.000 | $152.37 | $0.00 | $42,815.97 | |
0114 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 43.880 | 43.880 | 43.880 | $245.42 | $0.00 | $10,769.03 | |
0115 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 719.150 | 719.150 | 719.150 | $45.11 | $0.00 | $32,440.86 | |
0116 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,330.000 | 2,330.000 | 2,330.000 | $1.59 | $0.00 | $3,704.70 | |
0117 | CLASS AA CONCRETE | 509(A) 1326 | CY | 349.700 | 349.700 | 349.700 | $470.48 | $0.00 | $164,526.86 | |
0118 | CLASS A CONCRETE | 509(B) 1328 | CY | 224.300 | 224.300 | 224.300 | $352.15 | $0.00 | $78,987.25 | |
0119 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,160.000 | 1,160.000 | 260.000 | 580.000 | $81.14 | $21,096.40 | $47,061.20 |
0120 | REINFORCING STEEL | 511(A) 1332 | LB | 1,108.000 | 1,108.000 | 1,108.000 | $0.82 | $0.00 | $908.56 | |
0121 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 116,730.000 | 116,730.000 | 116,730.000 | $0.79 | $0.00 | $92,216.70 | |
0122 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 280.000 | 280.000 | 280.000 | $26.32 | $0.00 | $7,369.60 | |
0123 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 926.000 | 926.000 | 926.000 | $32.03 | $0.00 | $29,659.78 | |
0124 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 280.000 | 280.000 | 279.330 | $5.77 | $0.00 | $1,611.73 | |
0125 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 926.000 | 926.000 | 925.411 | $6.23 | $0.00 | $5,765.31 | |
0126 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,781.000 | 1,781.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0127 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 186.000 | 186.000 | 186.000 | $550.00 | $0.00 | $102,300.00 | |
0128 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 43.000 | 43.000 | 43.000 | $3.00 | $0.00 | $129.00 | |
0129 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 0.600 | 0.600 | 0.600 | $100.00 | $0.00 | $60.00 | |
0130 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 17.000 | 17.000 | 17.000 | $949.91 | $0.00 | $16,148.47 | |
0131 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 9.000 | 9.000 | 9.000 | $1,079.84 | $0.00 | $9,718.56 | |
0132 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 230.000 | 230.000 | 230.000 | $20.10 | $0.00 | $4,623.00 | |
0133 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 160.000 | 160.000 | 160.000 | $20.57 | $0.00 | $3,291.20 | |
0134 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.750 | 1.000 | $50,000.00 | $37,500.00 | $50,000.00 |
0135 | FENCE-STYLE CLF (8'HIGH, CLASS A) | 624(D) 4294 | LF | 268.000 | 268.000 | 268.000 | $20.16 | $0.00 | $5,402.88 | |
Subtotals For Category 0202/BRIDGE 'C' | $58,596.40 | $1,032,201.73 | ||||||||
Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0300/TRAFFIC | ||||||||
0136 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 20,000.000 | 20,000.000 | 22,164.000 | $0.35 | $0.00 | $7,757.40 | |
0137 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 10,000.000 | 10,000.000 | 4,793.000 | $0.35 | $0.00 | $1,677.55 | |
0138 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 3,300.000 | 3,300.000 | 4,414.000 | $0.25 | $0.00 | $1,103.50 | |
0139 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,786.000 | 5,786.000 | 1,035.000 | 16,305.000 | $1.00 | $1,035.00 | $16,305.00 |
0140 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 19,199.000 | 19,199.000 | 360.000 | 7,029.000 | $0.25 | $90.00 | $1,757.25 |
0141 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,208.000 | 4,208.000 | 447.000 | 8,365.000 | $2.00 | $894.00 | $16,730.00 |
0142 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 16,043.000 | 16,043.000 | 690.000 | 9,137.000 | $0.20 | $138.00 | $1,827.40 |
0143 | WING BARRICADES | 880(C) 8848 | SD | 1,052.000 | 1,052.000 | 90.000 | 2,250.000 | $1.00 | $90.00 | $2,250.00 |
0144 | VERTICAL PANELS | 880(D) 8854 | SD | 17,095.000 | 17,095.000 | 285.000 | 19,882.000 | $0.25 | $71.25 | $4,970.50 |
0145 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 35,768.000 | 35,768.000 | 1,527.000 | 24,611.000 | $0.02 | $30.54 | $492.22 |
0146 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 19,199.000 | 19,199.000 | 2,820.000 | 33,429.000 | $0.02 | $56.40 | $668.58 |
0147 | DRUMS | 880(F) 8878 | SD | 4,734.000 | 4,734.000 | 2,335.000 | 16,601.000 | $0.25 | $583.75 | $4,150.25 |
0148 | CHANNELIZER CONES | 880(G) 8890 | SD | 12,361.000 | 12,361.000 | 0.000 | $0.25 | $0.00 | $0.00 | |
0149 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 30.000 | 30.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC | $2,988.94 | $59,689.65 | ||||||||
Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0301/SIGN AND STRIPE | ||||||||
0150 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.800 | 1.800 | 0.000 | $350.00 | $0.00 | $0.00 | |
0151 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 145.900 | 145.900 | 0.000 | $14.00 | $0.00 | $0.00 | |
0152 | 1 3/4" SQUARE TUBE POST | 851(C) 8321 | LF | 62.000 | 62.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0153 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 32.000 | 32.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0154 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 276.500 | 276.500 | 0.000 | $6.00 | $0.00 | $0.00 | |
0155 | (PL)4" RECESSED THERMOPLASTIC STRIPING | 855(A) 8820 | LF | 36,000.000 | 36,000.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGN AND STRIPE | $0.00 | $0.00 | ||||||||
Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0600/STAKING | ||||||||
0156 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $95,000.00 | $0.00 | $90,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $90,250.00 | ||||||||
Fed/State Project Number: BRFY-176B(061)SS | Project: 20271(04) | Category: 0640/CONSTRUCTION | ||||||||
0157 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $30,000.00 | $0.00 | $22,500.00 | |
0158 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0159 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 0.996 | $360,000.00 | $0.00 | $358,560.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $396,060.00 | ||||||||
Subtotals For Project BRFY-176B(061)SS /20271(04) | $279,832.38 | $9,953,478.73 |