Contract ID: | 110177 | Estimate Number: | 0007 | Contract No: | 611268 | |||
Residency: | STILLWATER (04500) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | STPY-160B(166), STPY-160B(171) | ||||||||||||
Primary Job Piece No: | 20331(06) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-33: FROM THE NEW ALIGNMENT OVER THE CIMARRON RIVER, EXTEND EAST. PROJECT LENGTH = 7.209 MILES. | ||||||||||||
Primary County: | PAYNE | ||||||||||||
Name of Road: | SH-33 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 03/17/2011 | NTP Effective Date: | 06/06/2011 | Pay Period: | 09/01/2011 TO 09/15/2011 |
Date Awarded: | 04/04/2011 | Date Work Began: | 06/06/2011 | Original Contract Time: | 300 |
Date Contract Executed: | 04/18/2011 | Date Time Stopped: | Current Time Charged: | 102.00 | |
Date NTP Issued: | 04/27/2011 | Completion Date: | Current Time Allowed: | 309.00 | |
General Liability Expires: | 03/01/2012 | Workman's Comp Expires: | 03/01/2012 | Percent Time Used: | 33.01 % |
Specification Year: | 1999 | Date Approved: | 09/19/2011 | ||
Current Contract Amount: | $9,829,479.48 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $9,829,479.48 | Participating: | $5,469,945.41 | $4,769,985.24 | $699,960.17 | ||
Percent Complete: | 56.14 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $4,311,152.52 | Total Earnings: | $5,469,945.41 | $4,769,985.24 | $699,960.17 | ||
Unearned Balance: | $4,311,152.52 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $5,469,945.41 | $4,769,985.24 | $699,960.17 | ||||
Other Adjustments: | $48,381.55 | $46,447.93 | $1,933.62 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $5,518,326.96 | $4,816,433.17 | $701,893.79 |
Contract ID: | 110177 | Estimate Number: | 0007 | Primary JP: | 20331(06) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add 36"x22" RCP Pipe Arch & End Sections | Pending | 0 | 0.0 | $32,643.78 |
002 | add'l approps for riprap and uncl. exc. | Pending | 0 | 0.0 | $206,054.20 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | 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. |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Withhold to Funds Avail(Prog. Est. Only) | 0004 | $32,643.78 | Subtotals For Contract Adjustments | $32,643.78 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20331(06) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0002 | -111.36 | $61.00 | $-6,792.96 |
20331(06) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 2,647.49 | $4.38 | $11,597.60 |
20331(06) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 621.98 | $4.38 | $2,724.65 |
20331(06) | 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 996.25 | $5.00 | $4,987.63 |
20331(06) | 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * SUBSTANDARD ITEM | 0002 | 0.00 | $0.00 | $-5,300.05 |
20331(06) | 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 386.23 | $5.00 | $1,933.62 |
20331(08) | 0069 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 1,069.43 | $4.38 | $4,684.75 |
20331(08) | 0071 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 380.02 | $5.00 | $1,902.53 | Subtotals For Line Item Adjustments | $15,737.77 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | TIME 'B' BID | 175.00 | 0.00 | $7,500.00 | $0.00 |
Contract ID: | 110177 | Estimate Number: | 0007 | Primary JP: | 20331(06) | |||
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: STPY-160B(166) | Project: 20331(06) | Category: 0100/ROADWAY - STPY-160B(166) | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 31,729.000 | 31,729.000 | 0.000 | 25,250.000 | $5.00 | $0.00 | $126,250.00 |
0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 2,000.000 | 2,000.000 | 0.000 | 2,000.000 | $0.75 | $0.00 | $1,500.00 |
0003 | TEST ROLLING | 203 7116 | LSUM | 1.000 | 1.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 500.000 | 500.000 | 0.000 | 11,130.000 | $1.28 | $0.00 | $14,246.40 |
0005 | TEMPORARY SILT DIKE | 227 0100 | LF | 100.000 | 100.000 | 182.000 | $4.60 | $0.00 | $837.20 | |
0006 | SOLID SLAB SODDING | 230(A) 2806 | SY | 65,990.000 | 65,990.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 22.000 | 22.000 | 0.000 | $273.00 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 44.000 | 44.000 | 70.700 | $50.00 | $0.00 | $3,535.00 | |
0009 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 71,640.000 | 71,640.000 | 0.000 | 68,116.110 | $9.40 | $0.00 | $640,291.43 |
0010 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 75,106.000 | 75,106.000 | 70,825.000 | $3.25 | $0.00 | $230,181.25 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 2,713.000 | 2,713.000 | 280.280 | $27.00 | $0.00 | $7,567.56 | |
0012 | TACK COAT | 407 0250 | GAL | 1,265.000 | 1,265.000 | 250.000 | 1,187.500 | $2.45 | $612.50 | $2,909.38 |
0013 | PRIME COAT | 408 5774 | GAL | 18,441.000 | 18,441.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 4,258.000 | 4,258.000 | 3,269.470 | $61.00 | $0.00 | $199,437.67 | |
0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,402.000 | 1,402.000 | 386.230 | 1,382.480 | $76.00 | $29,353.48 | $105,068.48 |
0016 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 32,517.000 | 32,517.000 | 0.000 | $0.22 | $0.00 | $0.00 | |
0017 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 21,648.000 | 21,648.000 | 2,117.320 | 18,695.100 | $4.50 | $9,527.94 | $84,127.95 |
0018 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 47,383.000 | 47,383.000 | 46,291.660 | $9.00 | $0.00 | $416,624.94 | |
0019 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 17,258.000 | 17,258.000 | 0.000 | 16,858.000 | $81.50 | $0.00 | $1,373,927.00 |
0020 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 104.000 | 104.000 | 0.000 | $7.85 | $0.00 | $0.00 | |
0021 | CLASS AA CONCRETE | 509(A) 0319 | CY | 281.000 | 281.000 | 0.000 | $301.00 | $0.00 | $0.00 | |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 500.000 | 500.000 | 0.000 | $213.00 | $0.00 | $0.00 | |
0023 | REINFORCING STEEL | 511(A) 0332 | LB | 45,447.000 | 45,447.000 | 0.000 | $0.83 | $0.00 | $0.00 | |
0024 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 2,000.000 | 2,000.000 | 0.000 | 673.000 | $38.79 | $0.00 | $26,105.67 |
0025 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 210.000 | 210.000 | 0.000 | $36.25 | $0.00 | $0.00 | |
0026 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $2,200.00 | $0.00 | $2,200.00 |
0027 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(B) 4495 | LF | 42.000 | 42.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
0028 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 1.000 | 1.000 | 0.000 | $825.00 | $0.00 | $0.00 | |
0029 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 32.000 | 32.000 | 0.000 | $850.00 | $0.00 | $0.00 | |
0030 | 12" CORR. GALV. STEEL PIPE | 613(D) 0688 | LF | 44.000 | 44.000 | 48.000 | $15.50 | $0.00 | $744.00 | |
0031 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 1,188.000 | 1,188.000 | 690.000 | 690.000 | $24.00 | $16,560.00 | $16,560.00 |
0032 | 64" X 43" CORR. GALV. STEEL PIPE ARCH | 613(D) 4533 | LF | 41.000 | 41.000 | 25.000 | $68.00 | $0.00 | $1,700.00 | |
0033 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 180.000 | 180.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0034 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 60.000 | 60.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0035 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.750 | $8,000.00 | $0.00 | $6,000.00 | |
0036 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 10,414.000 | 10,414.000 | 933.340 | $0.50 | $0.00 | $466.67 | |
0037 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 32,490.000 | 32,490.000 | 4,666.670 | $1.50 | $0.00 | $7,000.01 | |
0038 | SAWING PAVEMENT | 619(C) 0924 | LF | 300.000 | 300.000 | 40.000 | $3.39 | $0.00 | $135.60 | |
0039 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 4.000 | 4.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0040 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0041 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 4.000 | 4.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
0042 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 6.000 | 6.000 | 0.000 | $852.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - STPY-160B(166) | $56,053.92 | $3,267,416.21 | ||||||||
Fed/State Project Number: STPY-160B(166) | Project: 20331(06) | Category: 0300/TRAFFIC CONTROL - STPY-160B(166) | ||||||||
0043 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.100 | 0.700 | $13,000.00 | $1,300.00 | $9,100.00 |
Subtotals For Category 0300/TRAFFIC CONTROL - STPY-160B(166) | $1,300.00 | $9,100.00 | ||||||||
Fed/State Project Number: STPY-160B(166) | Project: 20331(06) | Category: 0301/TRAFFIC - SIGNING AND STRIPING - STPY-160B(166) | ||||||||
0044 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 1,730.000 | 1,730.000 | 2,520.000 | $24.00 | $0.00 | $60,480.00 | |
0045 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 122.000 | 122.000 | 0.000 | $21.30 | $0.00 | $0.00 | |
0046 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 287.000 | 287.000 | 0.000 | $12.78 | $0.00 | $0.00 | |
0047 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 64,814.000 | 64,814.000 | 0.000 | $0.55 | $0.00 | $0.00 | |
0048 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 400.000 | 400.000 | 4,509.000 | 8,559.000 | $0.80 | $3,607.20 | $6,847.20 |
0049 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 21.000 | 21.000 | 0.000 | $175.00 | $0.00 | $0.00 | |
0050 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 5.000 | 5.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC - SIGNING AND STRIPING - STPY-160B(166) | $3,607.20 | $67,327.20 | ||||||||
Fed/State Project Number: STPY-160B(166) | Project: 20331(06) | Category: 0640/CONSTRUCTION - STPY-160B(166) | ||||||||
0051 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $750.00 | $187.50 | $375.00 |
0052 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $190,000.00 | $0.00 | $190,000.00 | |
0053 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.700 | $17,000.00 | $0.00 | $11,900.00 | |
Subtotals For Category 0640/CONSTRUCTION - STPY-160B(166) | $187.50 | $202,275.00 | ||||||||
Fed/State Project Number: STPY-160B(166) | Project: 20331(06) | Category: 0642/STAKING - STPY-160B(166) | ||||||||
0054 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.700 | $35,000.00 | $0.00 | $24,500.00 | |
Subtotals For Category 0642/STAKING - STPY-160B(166) | $0.00 | $24,500.00 | ||||||||
Subtotals For Project STPY-160B(166) /20331(06) | $61,148.62 | $3,570,618.41 |
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: STPY-160B(171) | Project: 20331(08) | Category: 0100/ROADWAY - STPY-160B(171) | ||||||||
0055 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 36,095.000 | 36,095.000 | 0.000 | 26,462.230 | $5.00 | $0.00 | $132,311.15 |
0056 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 2,000.000 | 2,000.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
0057 | TEST ROLLING | 203 7116 | LSUM | 1.000 | 1.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0058 | TEMPORARY SILT FENCE | 223 2801 | LF | 470.000 | 470.000 | 0.000 | 9,900.000 | $1.28 | $0.00 | $12,672.00 |
0059 | TEMPORARY SILT DIKE | 227 0100 | LF | 160.000 | 160.000 | 63.000 | $4.60 | $0.00 | $289.80 | |
0060 | SOLID SLAB SODDING | 230(A) 2806 | SY | 73,140.000 | 73,140.000 | 0.000 | $1.10 | $0.00 | $0.00 | |
0061 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 45.000 | 45.000 | 0.000 | $273.00 | $0.00 | $0.00 | |
0062 | MOWING | 241 2832 | AC | 90.000 | 90.000 | 86.020 | $50.00 | $0.00 | $4,301.00 | |
0063 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 97,594.000 | 97,594.000 | 65,748.090 | 93,029.310 | $9.40 | $618,032.05 | $874,475.52 |
0064 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 102,823.000 | 102,823.000 | 0.000 | 103,205.550 | $3.25 | $0.00 | $335,418.04 |
0065 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 3,532.000 | 3,532.000 | 0.000 | $27.00 | $0.00 | $0.00 | |
0066 | TACK COAT | 407 0250 | GAL | 428.000 | 428.000 | 0.000 | 550.000 | $2.61 | $0.00 | $1,435.50 |
0067 | PRIME COAT | 408 5774 | GAL | 22,383.000 | 22,383.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0068 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 79.000 | 79.000 | 0.000 | $102.93 | $0.00 | $0.00 | |
0069 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 1,255.000 | 1,255.000 | 0.000 | 1,069.430 | $67.20 | $0.00 | $71,865.70 |
0070 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 53.000 | 53.000 | 0.000 | $115.93 | $0.00 | $0.00 | |
0071 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 596.000 | 596.000 | 0.000 | 380.020 | $83.39 | $0.00 | $31,689.87 |
0072 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 43,980.000 | 43,980.000 | 0.000 | $0.22 | $0.00 | $0.00 | |
0073 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 28,768.000 | 28,768.000 | 0.000 | $4.50 | $0.00 | $0.00 | |
0074 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 64,067.000 | 64,067.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
0075 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 23,209.000 | 23,209.000 | 0.000 | $81.50 | $0.00 | $0.00 | |
0076 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 463.000 | 463.000 | 148.870 | $7.85 | $0.00 | $1,168.64 | |
0077 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,171.000 | 1,171.000 | 444.560 | $301.00 | $0.00 | $133,812.56 | |
0078 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.000 | 50.000 | 0.000 | 3.000 | $213.00 | $0.00 | $639.00 |
0079 | REINFORCING STEEL | 511(A) 0332 | LB | 180,830.000 | 180,830.000 | 72,285.570 | $0.83 | $0.00 | $59,997.03 | |
0080 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 2,000.000 | 2,000.000 | 0.000 | 5,165.760 | $38.79 | $0.00 | $200,379.83 |
0081 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 38.000 | 38.000 | 0.000 | $850.00 | $0.00 | $0.00 | |
0082 | 12" CORR. GALV. STEEL PIPE | 613(D) 0688 | LF | 88.000 | 88.000 | 88.000 | $15.50 | $0.00 | $1,364.00 | |
0083 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 1,306.000 | 1,306.000 | 858.000 | 858.000 | $24.00 | $20,592.00 | $20,592.00 |
0084 | 54" CORR. GALV. STEEL PIPE | 613(D) 0695 | LF | 42.000 | 42.000 | 42.000 | $48.58 | $0.00 | $2,040.36 | |
0085 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 150.000 | 150.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0086 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 50.000 | 50.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0087 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.500 | $8,000.00 | $0.00 | $4,000.00 | |
0088 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,108.000 | 3,108.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0089 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 58,640.000 | 58,640.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0090 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,000.000 | 1,000.000 | 0.000 | $3.39 | $0.00 | $0.00 | |
0091 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 975.000 | 975.000 | 0.000 | $16.51 | $0.00 | $0.00 | |
0092 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 0.000 | $1,357.88 | $0.00 | $0.00 | |
0093 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 8.000 | 8.000 | 0.000 | $2,231.18 | $0.00 | $0.00 | |
0094 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 11.000 | 11.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0095 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 0.000 | $138.45 | $0.00 | $0.00 | |
0096 | MAILBOX | 629(C) 4960 | EA | 13.000 | 13.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0097 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 12.000 | 12.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
0098 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 6.000 | 6.000 | 0.000 | $852.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - STPY-160B(171) | $638,624.05 | $1,888,452.00 | ||||||||
Fed/State Project Number: STPY-160B(171) | Project: 20331(08) | Category: 0200/BRIDGE 'A' - STPY-160B(171) | ||||||||
0099 | APPROACH SLAB | 504(A) 1304 | SY | 353.400 | 353.400 | 0.000 | $127.80 | $0.00 | $0.00 | |
0100 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 120.000 | 120.000 | 0.000 | $133.13 | $0.00 | $0.00 | |
0101 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 60.000 | 60.000 | 0.000 | $6.36 | $0.00 | $0.00 | |
0102 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $37,100.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'A' - STPY-160B(171) | $0.00 | $0.00 | ||||||||
Fed/State Project Number: STPY-160B(171) | Project: 20331(08) | Category: 0201/BRIDGE 'B' - STPY-160B(171) | ||||||||
0103 | APPROACH SLAB | 504(A) 1304 | SY | 300.000 | 300.000 | 0.000 | $127.80 | $0.00 | $0.00 | |
0104 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 120.000 | 120.000 | 0.000 | $133.13 | $0.00 | $0.00 | |
0105 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 60.000 | 60.000 | 0.000 | $6.36 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE 'B' - STPY-160B(171) | $0.00 | $0.00 | ||||||||
Fed/State Project Number: STPY-160B(171) | Project: 20331(08) | Category: 0300/TRAFFIC - STPY-160B(171) | ||||||||
0106 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 76.000 | 76.000 | 0.000 | $21.30 | $0.00 | $0.00 | |
0107 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 181.000 | 181.000 | 0.000 | $12.78 | $0.00 | $0.00 | |
0108 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 97,364.000 | 97,364.000 | 0.000 | $0.55 | $0.00 | $0.00 | |
0109 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 7,650.000 | 7,650.000 | 0.000 | $0.80 | $0.00 | $0.00 | |
0110 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 6.000 | 6.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC - STPY-160B(171) | $0.00 | $0.00 | ||||||||
Fed/State Project Number: STPY-160B(171) | Project: 20331(08) | Category: 0640/CONSTRUCTION - STPY-160B(171) | ||||||||
0111 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $750.00 | $187.50 | $375.00 |
0112 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.300 | $35,000.00 | $0.00 | $10,500.00 | |
Subtotals For Category 0640/CONSTRUCTION - STPY-160B(171) | $187.50 | $10,875.00 | ||||||||
Subtotals For Project STPY-160B(171) /20331(08) | $638,811.55 | $1,899,327.00 |