Contract ID: | 110177 | Estimate Number: | 0020 | 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: | 04/01/2012 TO 04/15/2012 |
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: | 315.00 | |
Date NTP Issued: | 04/27/2011 | Completion Date: | Current Time Allowed: | 334.00 | |
General Liability Expires: | 03/01/2013 | Workman's Comp Expires: | 03/01/2013 | Percent Time Used: | 94.31 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $10,302,083.05 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $9,829,479.48 | Participating: | $10,230,276.22 | $10,172,100.68 | $58,175.54 | ||
Percent Complete: | 99.59 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $42,167.71 | Total Earnings: | $10,230,276.22 | $10,172,100.68 | $58,175.54 | ||
Unearned Balance: | $-430,435.86 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $10,230,276.22 | $10,172,100.68 | $58,175.54 | ||||
Other Adjustments: | $29,639.12 | $29,639.12 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $10,259,915.34 | $10,201,739.80 | $58,175.54 |
Contract ID: | 110177 | Estimate Number: | 0020 | 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 | Approved | 09/23/2011 | 0.0 | $32,643.78 |
002 | add'l approps for riprap and uncl. exc. | Approved | 12/06/2011 | 0.0 | $206,054.20 |
003 | Add Asph. for Driveways | Approved | 03/05/2012 | 0.0 | $223,926.39 |
004 | Relocate Rented Port. Conc. Barrier | Approved | 12/06/2011 | 0.0 | $9,979.20 |
005 | Add Pavement/Bridge Smoothness Adjustment to the contract | Pending | 0 | 0.0 | $139,874.54 |
006 | Early Completion Incentive | Pending | 0 | 0.0 | $67,500.00 |
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. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Withhold to Funds Avail(Prog. Est. Only) | 0004 | $32,643.78 |
Withhold to Funds Avail(Prog. Est. Only) | 0008 | $-32,643.78 |
Withhold to Funds Avail(Prog. Est. Only) | 0010 | $-4,869.69 |
Withhold to Funds Avail(Prog. Est. Only) | 0018 | $-4,725.88 |
Withhold to Funds Avail(Prog. Est. Only) | 0018 | $-6,849.95 |
Withhold to Funds Avail(Prog. Est. Only) | 0018 | $4,869.69 | Subtotals For Contract Adjustments | $-11,575.83 |
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) | Asphalt Binder Adjustment | 0002 | 2,647.49 | $4.38 | $11,597.60 |
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 | 0004 | 621.98 | $4.38 | $2,724.65 |
20331(06) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 700.49 | $4.38 | $3,068.57 |
20331(06) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0009 | 111.36 | $61.00 | $6,792.96 |
20331(06) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 395.36 | $3.43 | $1,358.30 |
20331(06) | 0014 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | -885.74 | $3.54 | $-3,136.05 |
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 | 0002 | 996.25 | $5.00 | $4,987.63 |
20331(06) | 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 386.23 | $5.00 | $1,933.62 |
20331(06) | 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * SUBSTANDARD ITEM | 0008 | 0.00 | $0.00 | $5,300.05 |
20331(06) | 0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 29.60 | $3.92 | $116.22 |
20331(08) | 0068 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 61.60 | $4.17 | $256.91 |
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) | 0069 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 202.00 | $4.17 | $842.46 |
20331(08) | 0069 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 1,038.77 | $3.43 | $3,568.80 |
20331(08) | 0069 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 403.44 | $3.43 | $1,386.06 |
20331(08) | 0069 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | -1,253.47 | $3.54 | $-4,438.04 |
20331(08) | 0070 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 95.36 | $4.76 | $454.52 |
20331(08) | 0071 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 380.02 | $5.00 | $1,902.53 |
20331(08) | 0071 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 303.84 | $3.92 | $1,193.00 |
20331(06) | 8003 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 981.00 | $3.54 | $3,473.33 |
20331(08) | 8004 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 1,480.00 | $3.54 | $5,240.09 | Subtotals For Line Item Adjustments | $41,214.95 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 06/06/2011 | 11/18/2011 | 175.00 DYS | $7,500.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110177 | Estimate Number: | 0020 | 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 | 28,250.000 | $5.00 | $0.00 | $141,250.00 | |
0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 2,000.000 | 2,000.000 | 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 | 12,125.000 | $1.28 | $0.00 | $15,520.00 |
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 | 20,000.000 | 140,780.970 | $1.10 | $22,000.00 | $154,859.07 |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 22.000 | 22.000 | 9.820 | $273.00 | $0.00 | $2,680.86 | |
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 | 70,041.670 | $9.40 | $0.00 | $658,391.69 | |
0010 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 75,106.000 | 75,106.000 | 73,352.780 | $3.25 | $0.00 | $238,396.54 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 2,713.000 | 2,713.000 | 1,185.380 | $27.00 | $0.00 | $32,005.26 | |
0012 | TACK COAT | 407 0250 | GAL | 1,265.000 | 1,265.000 | 1,515.500 | $2.45 | $0.00 | $3,712.98 | |
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 | 3,479.580 | $61.00 | $0.00 | $212,254.38 | |
0015 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,402.000 | 1,402.000 | 1,412.080 | $76.00 | $0.00 | $107,318.08 | |
0016 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 32,517.000 | 32,517.000 | 29,200.000 | $0.22 | $0.00 | $6,424.00 | |
0017 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 21,648.000 | 21,648.000 | 20,293.320 | $4.50 | $0.00 | $91,319.94 | |
0018 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 47,383.000 | 47,383.000 | 46,077.780 | $9.00 | $0.00 | $414,700.02 | |
0019 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 17,258.000 | 17,258.000 | 16,595.000 | $81.50 | $0.00 | $1,352,492.50 | |
0020 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 104.000 | 104.000 | 103.270 | $7.85 | $0.00 | $810.66 | |
0021 | CLASS AA CONCRETE | 509(A) 0319 | CY | 281.000 | 281.000 | 280.590 | $301.00 | $0.00 | $84,457.59 | |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 500.000 | 500.000 | 260.510 | $213.00 | $0.00 | $55,488.63 | |
0023 | REINFORCING STEEL | 511(A) 0332 | LB | 45,447.000 | 45,447.000 | 45,446.540 | $0.83 | $0.00 | $37,720.63 | |
0024 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 2,000.000 | 2,000.000 | 2,679.460 | $38.79 | $0.00 | $103,936.26 | |
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 | 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 | 20.000 | $850.00 | $0.00 | $17,000.00 | |
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 | 758.000 | $24.00 | $0.00 | $18,192.00 | |
0032 | 64" X 43" CORR. GALV. STEEL PIPE ARCH | 613(D) 4533 | LF | 41.000 | 41.000 | 41.000 | $68.00 | $0.00 | $2,788.00 | |
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 | 16,177.770 | $0.50 | $0.00 | $8,088.89 | |
0037 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 32,490.000 | 32,490.000 | 23,400.000 | $1.50 | $0.00 | $35,100.01 | |
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 | 4.000 | $65.00 | $0.00 | $260.00 | |
0040 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 4.000 | $25.00 | $0.00 | $100.00 | |
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 | |
8003 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 0.000 | 981.000 | 981.000 | $90.99 | $0.00 | $89,261.19 | |
Subtotals For Category 0100/ROADWAY - STPY-160B(166) | $22,000.00 | $3,899,480.98 | ||||||||
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 | 0.900 | $13,000.00 | $0.00 | $11,700.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL - STPY-160B(166) | $0.00 | $11,700.00 | ||||||||
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 | 77.330 | $21.30 | $0.00 | $1,647.13 | |
0046 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 287.000 | 287.000 | 191.000 | $12.78 | $0.00 | $2,440.98 | |
0047 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 64,814.000 | 64,814.000 | 49,724.000 | $0.55 | $0.00 | $27,348.20 | |
0048 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 400.000 | 400.000 | 0.000 | 8,559.000 | $0.80 | $0.00 | $6,847.20 |
0049 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 21.000 | 21.000 | 21.000 | $175.00 | $0.00 | $3,675.00 | |
0050 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 5.000 | 5.000 | 2.000 | $106.50 | $0.00 | $213.00 | |
8005 | REL.OF RENTED PORT.PREC.CONC.MED.BARRIER | 627(O) 4410 | LF | 0.000 | 2,520.000 | 2,240.000 | $3.96 | $0.00 | $8,870.40 | |
Subtotals For Category 0301/TRAFFIC - SIGNING AND STRIPING - STPY-160B(166) | $0.00 | $111,521.91 | ||||||||
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 | 0.750 | $750.00 | $0.00 | $562.50 | |
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 | 1.000 | $17,000.00 | $0.00 | $17,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - STPY-160B(166) | $0.00 | $207,562.50 | ||||||||
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 | 0.900 | $35,000.00 | $0.00 | $31,500.00 | |
Subtotals For Category 0642/STAKING - STPY-160B(166) | $0.00 | $31,500.00 | ||||||||
Subtotals For Project STPY-160B(166) /20331(06) | $22,000.00 | $4,261,765.39 |
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 | 50,152.840 | 30,462.230 | $5.00 | $0.00 | $152,311.15 | |
0056 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 2,000.000 | 2,000.000 | 2,000.000 | $0.75 | $0.00 | $1,500.00 | |
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 | 11,071.000 | $1.28 | $0.00 | $14,170.88 |
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 | 135,216.530 | $1.10 | $0.00 | $148,738.18 | |
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 | 97,954.120 | $9.40 | $0.00 | $920,768.74 | |
0064 | (SP)STABILIZED SUBGRADE | 327(K) 4300 | SY | 102,823.000 | 102,823.000 | 110,551.950 | $3.25 | $0.00 | $359,293.85 | |
0065 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 3,532.000 | 3,532.000 | 1,335.180 | $27.00 | $0.00 | $36,049.86 | |
0066 | TACK COAT | 407 0250 | GAL | 428.000 | 428.000 | 587.500 | $2.61 | $0.00 | $1,533.38 | |
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 | 61.600 | $102.93 | $0.00 | $6,340.49 | |
0069 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 1,255.000 | 1,255.000 | 1,460.170 | $67.20 | $0.00 | $98,123.43 | |
0070 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 53.000 | 53.000 | 95.360 | $115.93 | $0.00 | $11,055.08 | |
0071 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 596.000 | 596.000 | 683.860 | $83.39 | $0.00 | $57,027.09 | |
0072 | (SP)RUMBLE STRIP-METHOD PCC-CON | 413(D) 4868 | LF | 43,980.000 | 43,980.000 | 42,035.000 | $0.22 | $0.00 | $9,247.70 | |
0073 | (SP)P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 28,768.000 | 28,768.000 | 29,589.530 | $4.50 | $0.00 | $133,152.89 | |
0074 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 64,067.000 | 64,067.000 | 63,695.290 | $9.00 | $0.00 | $573,257.61 | |
0075 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 23,209.000 | 23,209.000 | 23,318.440 | $81.50 | $0.00 | $1,900,452.86 | |
0076 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 463.000 | 463.000 | 32.950 | 489.410 | $7.85 | $258.66 | $3,841.88 |
0077 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,171.000 | 1,171.000 | 78.290 | 1,275.910 | $301.00 | $23,565.29 | $384,048.91 |
0078 | CLASS C CONCRETE | 509(D) 0325 | CY | 50.000 | 50.000 | 0.000 | 353.610 | $213.00 | $0.00 | $75,318.93 |
0079 | REINFORCING STEEL | 511(A) 0332 | LB | 180,830.000 | 180,830.000 | 14,881.430 | 195,102.110 | $0.83 | $12,351.59 | $161,934.75 |
0080 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 2,000.000 | 5,500.000 | 8,277.640 | $38.79 | $0.00 | $321,089.65 | |
0081 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 38.000 | 38.000 | 48.000 | $850.00 | $0.00 | $40,800.00 | |
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 | 1,702.000 | $24.00 | $0.00 | $40,848.00 | |
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 | 0.600 | $8,000.00 | $0.00 | $4,800.00 | |
0088 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,108.000 | 3,108.000 | 6,233.330 | $0.50 | $0.00 | $3,116.67 | |
0089 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 58,640.000 | 58,640.000 | 42,440.000 | $1.50 | $0.00 | $63,660.00 | |
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 | 1,266.500 | $16.51 | $0.00 | $20,909.92 | |
0092 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 8.000 | 8.000 | 8.000 | $1,357.88 | $0.00 | $10,863.04 | |
0093 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 8.000 | 8.000 | 6.000 | $2,231.18 | $0.00 | $13,387.08 | |
0094 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 11.000 | 11.000 | 10.000 | $65.00 | $0.00 | $650.00 | |
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 | 10.000 | $25.00 | $0.00 | $250.00 | |
0097 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 12.000 | 12.000 | 9.000 | $12.00 | $0.00 | $108.00 | |
0098 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 6.000 | 6.000 | 0.000 | $852.00 | $0.00 | $0.00 | |
8000 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(B) 4497 | LF | 0.000 | 176.000 | 176.000 | $124.29 | $0.00 | $21,875.04 | |
8001 | SP. END SECTION OF 36" X 22" RCP ARCH | 613(C) 4808 | EA | 0.000 | 2.000 | 2.000 | $3,359.37 | $0.00 | $6,718.74 | |
8002 | CLSM BACKFILL | 501(G) 6315 | CY | 0.000 | 27.000 | 27.000 | $150.00 | $0.00 | $4,050.00 | |
8004 | (SP)ASPH.CONC.,TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 0.000 | 1,480.000 | 1,480.000 | $90.99 | $0.00 | $134,665.20 | |
Subtotals For Category 0100/ROADWAY - STPY-160B(171) | $36,175.54 | $5,743,954.16 | ||||||||
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 | 353.400 | $127.80 | $0.00 | $45,164.52 | |
0100 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 120.000 | 120.000 | 120.000 | $133.13 | $0.00 | $15,975.60 | |
0101 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 60.000 | 60.000 | 60.000 | $6.36 | $0.00 | $381.60 | |
0102 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.900 | $37,100.00 | $0.00 | $33,390.00 | |
Subtotals For Category 0200/BRIDGE 'A' - STPY-160B(171) | $0.00 | $94,911.72 | ||||||||
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 | 300.000 | $127.80 | $0.00 | $38,340.00 | |
0104 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 120.000 | 120.000 | 120.000 | $133.13 | $0.00 | $15,975.60 | |
0105 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 60.000 | 60.000 | 60.000 | $6.36 | $0.00 | $381.60 | |
Subtotals For Category 0201/BRIDGE 'B' - STPY-160B(171) | $0.00 | $54,697.20 | ||||||||
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 | 53.940 | $21.30 | $0.00 | $1,148.92 | |
0107 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 181.000 | 181.000 | 121.000 | $12.78 | $0.00 | $1,546.38 | |
0108 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 97,364.000 | 97,364.000 | 66,709.000 | $0.55 | $0.00 | $36,689.95 | |
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 | $39,385.25 | ||||||||
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 | 0.750 | $750.00 | $0.00 | $562.50 | |
0112 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - STPY-160B(171) | $0.00 | $35,562.50 | ||||||||
Subtotals For Project STPY-160B(171) /20331(08) | $36,175.54 | $5,968,510.83 |