Contract ID: | 100283 | Estimate Number: | 0026 | Contract No: | 610470 | |||
Residency: | ARDMORE (07200) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | STPY-110B(108)SS | ||||||||||||
Primary Job Piece No: | 20231(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-199: FROM 4.8 MILES WEST OF US-177, EXTEND EAST. PROJECT LENGTH = 3.451 MILES. | ||||||||||||
Primary County: | CARTER | ||||||||||||
Name of Road: | SH-199 | ||||||||||||
Prime Contractor: | OVERLAND CORPORATION | ||||||||||||
P. O. BOX 1947 | |||||||||||||
ARDMORE , OK 73402 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 08/19/2010 | NTP Effective Date: | 01/03/2011 | Pay Period: | 11/16/2011 TO 11/30/2011 |
Date Awarded: | 09/07/2010 | Date Work Began: | 10/18/2010 | Original Contract Time: | 330 |
Date Contract Executed: | 09/20/2010 | Date Time Stopped: | Current Time Charged: | 409.00 | |
Date NTP Issued: | 09/27/2010 | Completion Date: | Current Time Allowed: | 410.00 | |
General Liability Expires: | 08/01/2012 | Workman's Comp Expires: | 08/01/2012 | Percent Time Used: | 99.76 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $11,202,569.48 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $11,231,158.14 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 91.17 % | Non Participating: | $10,079,098.84 | $10,075,061.59 | $4,037.25 | ||
Funds Available: | $989,396.03 | Total Earnings: | $10,079,098.84 | $10,075,061.59 | $4,037.25 | ||
Unearned Balance: | $1,017,984.69 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $10,079,098.84 | $10,075,061.59 | $4,037.25 | ||||
Other Adjustments: | $134,074.61 | $162,074.61 | $-28,000.00 | ||||
Liq Dam/Disincentive: | $0.00 | $-28,000.00 | $28,000.00 | ||||
TOTAL: | $10,213,173.45 | $10,209,136.20 | $4,037.25 |
Contract ID: | 100283 | Estimate Number: | 0026 | Primary JP: | 20231(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | CO #1 Adds items Cement, Chain Link, Reduces Br. A quantitie | Approved | 08/10/2011 | 0.0 | $-28,588.66 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20231(04) | 0095 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0017 | $-85,118.04 |
20231(04) | 0095 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0005 | $85,118.04 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0025 | -14.0 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0026 | --14 | $2,000.00 | $28,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0025 | $28,000.00 |
LD Adjustment (Prog. Est. Only) | 0026 | $-28,000.00 | 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 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0006 | 2,033.96 | $-1.39 | $-2,840.43 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0007 | 490.03 | $-1.39 | $-684.33 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0008 | 2,455.79 | $-0.87 | $-2,140.22 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0009 | 1,537.90 | $-0.87 | $-1,340.28 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 1,449.55 | $-0.87 | $-1,263.28 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0011 | 2,158.52 | $-0.87 | $-1,881.15 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0017 | 4,991.78 | $2.86 | $14,308.94 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0019 | 1,972.11 | $2.86 | $5,653.05 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0020 | 2,121.48 | $2.86 | $6,081.22 |
20231(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0021 | 1,615.78 | $2.86 | $4,631.63 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 324.62 | $-1.39 | $-453.33 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 2,978.43 | $-1.39 | $-4,159.38 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 3,460.34 | $-1.39 | $-4,832.37 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 9,614.50 | $-1.39 | $-13,426.65 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 5,248.79 | $-0.87 | $-4,574.32 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 4,799.95 | $-0.87 | $-4,183.16 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 6,989.26 | $-0.87 | $-6,091.14 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 5,647.57 | $2.86 | $16,188.76 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 10,084.13 | $2.86 | $28,906.16 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0017 | 0.00 | $0.00 | $-215.04 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 1,980.39 | $2.86 | $5,676.79 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 7,732.60 | $2.86 | $22,165.50 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 3,634.60 | $2.86 | $10,418.58 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 1,789.30 | $2.86 | $5,129.03 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 538.45 | $2.86 | $1,543.47 |
20231(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 51.07 | $2.65 | $135.67 |
20231(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0020 | 846.20 | $3.27 | $2,772.15 |
20231(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0021 | 790.16 | $3.27 | $2,588.56 |
20231(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0022 | 5,327.44 | $3.27 | $17,452.69 |
20231(04) | 0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0023 | 6,310.90 | $3.03 | $19,159.89 |
20231(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0004 | 154.02 | $-1.59 | $-245.82 |
20231(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 8.00 | $-0.99 | $-7.97 |
20231(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 693.67 | $3.27 | $2,272.46 |
20231(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 2,239.14 | $3.27 | $7,335.42 |
20231(04) | 0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 3,291.67 | $3.03 | $9,993.51 | Subtotals For Line Item Adjustments | $134,074.61 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100283 | Estimate Number: | 0026 | Primary JP: | 20231(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: STPY-110B(108)SS | Project: 20231(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $26,000.00 | $0.00 | $26,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 169,148.920 | 169,148.920 | 155,736.400 | $2.60 | $0.00 | $404,914.64 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.750 | $46,000.00 | $0.00 | $34,500.00 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,650.000 | 1,650.000 | 2,671.000 | $1.80 | $0.00 | $4,807.80 | |
0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 2.000 | 2.000 | 0.000 | $205.00 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,106.000 | 1,106.000 | 1,568.000 | $8.24 | $0.00 | $12,920.32 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 125,777.000 | 125,777.000 | 67,834.390 | $1.32 | $0.00 | $89,541.39 | |
0008 | MULCH SODDING | 230(B) 2807 | SY | 29,400.000 | 29,400.000 | 0.000 | $1.32 | $0.00 | $0.00 | |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 26.000 | 26.000 | 0.000 | $455.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 26.000 | 26.000 | 20.790 | $455.00 | $0.00 | $9,459.45 | |
0011 | (PL)ROCK FILTER DAM, TYPE 4 | 235(D) 0103 | CY | 150.000 | 150.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0012 | MOWING | 241 2832 | AC | 120.000 | 120.000 | 19.620 | 39.240 | $60.00 | $1,177.20 | $2,354.40 |
0013 | (SP)FLY ASH | 327(A) 4200 | TON | 7,455.000 | 5,455.000 | 2,122.540 | $55.00 | $0.00 | $116,739.70 | |
0014 | (SP)LIME | 327(D) 4230 | TON | 981.000 | 481.000 | 0.000 | $155.00 | $0.00 | $0.00 | |
0015 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 171,977.000 | 171,977.000 | 171,103.450 | $1.65 | $0.00 | $282,320.68 | |
0016 | (SP)LIME PRETREATMENT | 327(G) 4260 | SY | 67,985.000 | 35,435.000 | 0.000 | $0.90 | $0.00 | $0.00 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 3,795.870 | 3,795.870 | 3,321.900 | $18.00 | $0.00 | $59,794.20 | |
0018 | TACK COAT | 407 0250 | GAL | 26,594.000 | 26,594.000 | 25,212.500 | $2.00 | $0.00 | $50,425.00 | |
0019 | PRIME COAT | 408 5774 | GAL | 38,927.000 | 38,927.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 20,828.000 | 20,828.000 | 20,826.900 | $53.00 | $0.00 | $1,103,825.70 | |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 74,234.000 | 74,234.000 | 64,874.000 | $42.00 | $0.00 | $2,724,708.00 | |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 13,884.000 | 13,884.000 | 0.000 | 13,274.700 | $66.00 | $0.00 | $876,130.20 |
0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 6,211.000 | 6,211.000 | 6,386.500 | $58.00 | $0.00 | $370,417.00 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 50.000 | 50.000 | 14.440 | $10.25 | $0.00 | $148.01 | |
0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 150.000 | 150.000 | 143.390 | $285.00 | $0.00 | $40,866.15 | |
0026 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 18.000 | 18.000 | 21.501 | $285.00 | $0.00 | $6,127.79 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 2,520.000 | 2,520.000 | 0.000 | 2,213.810 | $200.00 | $0.00 | $442,762.00 |
0028 | REINFORCING STEEL | 511(A) 0332 | LB | 24,971.830 | 24,971.830 | 23,748.450 | $0.76 | $0.00 | $18,048.81 | |
0029 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 186.390 | 186.390 | 991.570 | $32.00 | $0.00 | $31,730.24 | |
0030 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 177.920 | 177.920 | 74.290 | $30.00 | $0.00 | $2,228.70 | |
0031 | COMBINED CURB & GUTTER (6" BARRIER) | 609(B) 0383 | LF | 200.000 | 200.000 | 217.000 | $30.00 | $0.00 | $6,510.00 | |
0032 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 4.000 | 4.000 | 4.000 | $2,100.00 | $0.00 | $8,400.00 | |
0033 | JUNCTION BOXES | 611(J) 0487 | CF | 267.960 | 267.960 | 251.888 | $41.00 | $0.00 | $10,327.41 | |
0034 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 215.000 | 215.000 | 263.000 | $30.00 | $0.00 | $7,890.00 | |
0035 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 68.000 | 68.000 | 68.000 | $42.00 | $0.00 | $2,856.00 | |
0036 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 150.000 | 150.000 | 150.000 | $60.00 | $0.00 | $9,000.00 | |
0037 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 279.000 | 279.000 | 16.000 | $115.00 | $0.00 | $1,840.00 | |
0038 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 242.000 | 242.000 | 48.000 | $95.00 | $0.00 | $4,560.00 | |
0039 | 26" X 15" R.C.PIPE ARCH CLASS A-III | 613(B) 4404 | LF | 898.000 | 898.000 | 808.000 | $47.00 | $0.00 | $37,976.00 | |
0040 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(B) 4495 | LF | 1,104.000 | 1,104.000 | 1,374.000 | $40.00 | $0.00 | $54,960.00 | |
0041 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(B) 4496 | LF | 454.000 | 454.000 | 516.000 | $52.00 | $0.00 | $26,832.00 | |
0042 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(B) 4497 | LF | 114.000 | 114.000 | 114.000 | $65.00 | $0.00 | $7,410.00 | |
0043 | 58" X 36" R.C.PIPE ARCH CLASS A-III | 613(B) 4500 | LF | 56.000 | 56.000 | 56.000 | $135.00 | $0.00 | $7,560.00 | |
0044 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 84.000 | 84.000 | 87.000 | $725.00 | $0.00 | $63,075.00 | |
0045 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 45.000 | 45.000 | 41.000 | $825.00 | $0.00 | $33,825.00 | |
0046 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 2.000 | 2.000 | 2.000 | $1,050.00 | $0.00 | $2,100.00 | |
0047 | TYPE AA6 CULVERT END TREATMENT | 613(CC) 7201 | EA | 24.000 | 24.000 | 18.000 | $1,525.00 | $0.00 | $27,450.00 | |
0048 | TYPE BB6 CULVERT END TREATMENT | 613(CC) 7202 | EA | 22.000 | 22.000 | 20.000 | $2,100.00 | $0.00 | $42,000.00 | |
0049 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 1,794.000 | 1,794.000 | 952.000 | $24.00 | $0.00 | $22,848.00 | |
0050 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 422.000 | 422.000 | 540.000 | $28.00 | $0.00 | $15,120.00 | |
0051 | 30" CORR. GALV. STEEL PIPE | 613(D) 0691 | LF | 3.000 | 3.000 | 0.000 | $82.00 | $0.00 | $0.00 | |
0052 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 890.000 | 890.000 | 848.000 | $22.00 | $0.00 | $18,656.00 | |
0053 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(D) 4528 | LF | 664.000 | 664.000 | 622.000 | $29.00 | $0.00 | $18,038.00 | |
0054 | 64" X 43" CORR. GALV. STEEL PIPE ARCH | 613(D) 4533 | LF | 84.000 | 84.000 | 84.000 | $85.00 | $0.00 | $7,140.00 | |
0055 | 24" X 18" CORR. GALV. STEEL PIPE ARCH | 613(D) 5168 | LF | 306.000 | 306.000 | 260.000 | $25.00 | $0.00 | $6,500.00 | |
0056 | 58" X 36" PREFAB. CULVERT END SECTION, ARCH | 613(M) 4546 | EA | 1.000 | 1.000 | 0.000 | $2,800.00 | $0.00 | $0.00 | |
0057 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 1.000 | $550.00 | $0.00 | $550.00 | |
0058 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 1.000 | 1.000 | 1.000 | $620.00 | $0.00 | $620.00 | |
0059 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 3.000 | 3.000 | 3.000 | $1,060.00 | $0.00 | $3,180.00 | |
0060 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5736 | EA | 2.000 | 2.000 | 2.000 | $1,370.00 | $0.00 | $2,740.00 | |
0061 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 64.000 | 64.000 | 0.000 | 964.000 | $36.00 | $0.00 | $34,704.00 |
0062 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 10.000 | 10.000 | 0.000 | 40.000 | $31.00 | $0.00 | $1,240.00 |
0063 | BORE & JACK 42" CASING | 613(U) 0600 | LF | 203.000 | 203.000 | 200.000 | $490.00 | $0.00 | $98,000.00 | |
0064 | BORE AND JACK 36" CASING | 616(U) 6230 | LF | 145.000 | 145.000 | 157.000 | $440.00 | $0.00 | $69,080.00 | |
0065 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
0066 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 37,135.000 | 37,135.000 | 89,143.770 | $3.00 | $0.00 | $267,431.31 | |
0067 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 16,300.000 | 16,300.000 | 12,952.990 | $6.00 | $0.00 | $77,717.94 | |
0068 | (PL)REMOVE AND RESET CATTLE GUARD | 619(B) 8610 | EA | 1.000 | 1.000 | 1.000 | $3,100.00 | $0.00 | $3,100.00 | |
0069 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,175.000 | 1,175.000 | 873.000 | $3.00 | $0.00 | $2,619.00 | |
0070 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 350.000 | 350.000 | 350.000 | $14.25 | $0.00 | $4,987.50 | |
0071 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 2.000 | 2.000 | 2.000 | $1,375.00 | $0.00 | $2,750.00 | |
0072 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 2.000 | $2,100.00 | $0.00 | $4,200.00 | |
0073 | FENCE-STYLE WWF | 624(A) 4281 | LF | 2,740.280 | 2,740.280 | 402.000 | 5,033.000 | $4.10 | $1,648.20 | $20,635.30 |
0074 | GATES-STYLE WWF (4.5'HIGH X 20'LONG) | 624(B) 5264 | EA | 3.000 | 3.000 | 1.000 | 3.000 | $475.00 | $475.00 | $1,425.00 |
0075 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,375.260 | 5,375.260 | 1,632.000 | $4.10 | $0.00 | $6,691.20 | |
0076 | FENCE-STYLE CLF (4'HIGH, CLASS A) | 624(D) 4288 | LF | 1,438.520 | 1,438.520 | 0.000 | 131.000 | $9.50 | $0.00 | $1,244.50 |
0077 | GATES-STYLE CLF (4'HIGH X 18'LONG) | 624(E) 5852 | EA | 2.000 | 2.000 | 0.000 | $670.00 | $0.00 | $0.00 | |
0078 | DELIVER PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(H) 5856 | LF | 200.000 | 200.000 | 310.000 | $20.00 | $0.00 | $6,200.00 | |
0079 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 23.000 | 23.000 | 73.000 | $56.00 | $0.00 | $4,088.00 | |
0080 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 11.000 | 11.000 | 0.000 | $157.00 | $0.00 | $0.00 | |
0081 | MAILBOX | 629(C) 4960 | EA | 56.000 | 56.000 | 73.000 | $15.25 | $0.00 | $1,113.25 | |
0082 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 56.000 | 56.000 | 4.000 | $5.25 | $0.00 | $21.00 | |
0083 | (PL)IMPACT ATTENUATOR | 871 8325 | EA | 1.000 | 1.000 | 2.000 | $11,200.00 | $0.00 | $22,400.00 | |
8001 | (SP)PORTLAND CEMENT | 327(C) 4220 | TON | 0.000 | 1,216.530 | 1,200.620 | $161.92 | $0.00 | $194,404.39 | |
8002 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(D) 4290 | LF | 0.000 | 262.000 | 0.000 | 266.000 | $14.00 | $0.00 | $3,724.00 |
Subtotals For Category 0100/ROADWAY | $3,300.40 | $8,018,509.98 | ||||||||
Fed/State Project Number: STPY-110B(108)SS | Project: 20231(04) | Category: 0200/BRIDGE 'A' | ||||||||
0084 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 2,570.000 | 2,570.000 | 2,570.000 | $5.15 | $0.00 | $13,235.50 | |
0085 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 220.000 | 220.000 | 220.000 | $10.50 | $0.00 | $2,310.00 | |
0086 | CLSM BACKFILL | 501(G) 6309 | CY | 6.000 | 6.000 | 8.000 | $110.00 | $0.00 | $880.00 | |
0087 | CLASS AA CONCRETE | 509(A) 1326 | CY | 396.500 | 367.800 | 367.800 | $290.00 | $0.00 | $106,662.00 | |
0088 | REINFORCING STEEL | 511(A) 1332 | LB | 73,010.000 | 67,590.000 | 67,590.000 | $0.76 | $0.00 | $51,368.40 | |
0089 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,900.000 | 1,900.000 | 1,947.900 | $32.00 | $0.00 | $62,332.80 | |
0090 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 355.000 | 355.000 | 331.360 | $30.00 | $0.00 | $9,940.80 | |
0091 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $258,729.50 | ||||||||
Fed/State Project Number: STPY-110B(108)SS | Project: 20231(04) | Category: 0201/BRIDGE 'B' | ||||||||
0092 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 4,500.000 | 4,500.000 | 4,500.000 | $5.25 | $0.00 | $23,625.00 | |
0093 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 150.000 | 150.000 | 150.000 | $10.50 | $0.00 | $1,575.00 | |
0094 | CLSM BACKFILL | 501(G) 6309 | CY | 292.000 | 292.000 | 292.000 | $112.00 | $0.00 | $32,704.00 | |
0095 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 1,431.000 | 1,431.000 | 1,431.000 | $165.00 | $0.00 | $236,115.00 | |
0096 | APPROACH SLAB | 504(A) 1304 | SY | 449.000 | 449.000 | 449.000 | $165.00 | $0.00 | $74,085.00 | |
0097 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 417.000 | 417.000 | 417.000 | $61.00 | $0.00 | $25,437.00 | |
0098 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,400.000 | 2,400.000 | 2,400.000 | $2.60 | $0.00 | $6,240.00 | |
0099 | CLASS AA CONCRETE | 509(A) 1326 | CY | 440.700 | 440.700 | 440.700 | $465.00 | $0.00 | $204,925.50 | |
0100 | CLASS A CONCRETE | 509(B) 1328 | CY | 221.400 | 221.400 | 223.230 | $465.00 | $0.00 | $103,801.95 | |
0101 | CLASS C CONCRETE | 509(D) 1331 | CY | 25.000 | 25.000 | 4.620 | $310.00 | $0.00 | $1,432.20 | |
0102 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 56.000 | 56.000 | 56.000 | $31.00 | $0.00 | $1,736.00 | |
0103 | REINFORCING STEEL | 511(A) 1332 | LB | 1,300.000 | 1,300.000 | 1,300.000 | $0.81 | $0.00 | $1,053.00 | |
0104 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 131,080.000 | 131,080.000 | 131,080.000 | $0.96 | $0.00 | $125,836.80 | |
0105 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,540.000 | 1,540.000 | 1,540.000 | $22.50 | $0.00 | $34,650.00 | |
0106 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,540.000 | 1,540.000 | 1,474.210 | $7.00 | $0.00 | $10,319.47 | |
0107 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 936.000 | 936.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0108 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 540.000 | 540.000 | 540.000 | $545.00 | $0.00 | $294,300.00 | |
0109 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 331.000 | 331.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0110 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.700 | 3.700 | 0.000 | $155.00 | $0.00 | $0.00 | |
0111 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 18.000 | 18.000 | 18.000 | $260.00 | $0.00 | $4,680.00 | |
0112 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 36.000 | 36.000 | 36.000 | $620.00 | $0.00 | $22,320.00 | |
0113 | (PL)ELASTOMERIC BEARING PADS | 535 6282 | EA | 36.000 | 36.000 | 36.000 | $320.00 | $0.00 | $11,520.00 | |
0114 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 2,470.000 | 2,470.000 | 2,142.160 | $31.00 | $0.00 | $66,406.96 | |
0115 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 525.000 | 525.000 | 579.870 | $30.00 | $0.00 | $17,396.10 | |
0116 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 172.000 | 172.000 | 172.000 | $52.00 | $0.00 | $8,944.00 | |
0117 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 70.000 | 70.000 | 70.000 | $52.00 | $0.00 | $3,640.00 | |
0118 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $46,000.00 | $0.00 | $46,000.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $1,358,742.98 | ||||||||
Fed/State Project Number: STPY-110B(108)SS | Project: 20231(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0119 | RELOCATION OF RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN | 627(O) 4410 | LF | 2,275.000 | 2,275.000 | 345.000 | $4.40 | $0.00 | $1,518.00 | |
0120 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 2,475.000 | 2,475.000 | 864.000 | $33.00 | $0.00 | $28,512.00 | |
0121 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 80,000.000 | 80,000.000 | 93,040.000 | $0.08 | $0.00 | $7,443.20 | |
0122 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 2,000.000 | 2,000.000 | 1,942.000 | $1.00 | $0.00 | $1,942.00 | |
0123 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 17,000.000 | 17,000.000 | 8,927.000 | $0.26 | $0.00 | $2,321.02 | |
0124 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 1,980.000 | 1,980.000 | 749.000 | $4.00 | $0.00 | $2,996.00 | |
0125 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 18,480.000 | 18,480.000 | 0.000 | $0.26 | $0.00 | $0.00 | |
0126 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 660.000 | 660.000 | 1.000 | 371.000 | $2.00 | $2.00 | $742.00 |
0127 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 6,600.000 | 6,600.000 | 150.000 | 5,597.000 | $0.25 | $37.50 | $1,399.25 |
0128 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 42,230.000 | 42,230.000 | 45.000 | 6,840.000 | $0.10 | $4.50 | $684.00 |
0129 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 14,520.000 | 14,520.000 | 240.000 | 10,924.000 | $2.05 | $492.00 | $22,394.20 |
0130 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 44,220.000 | 44,220.000 | 120.000 | 5,796.000 | $0.10 | $12.00 | $579.60 |
0131 | WING BARRICADES | 880(C) 8848 | SD | 1,320.000 | 1,320.000 | 60.000 | 1,632.000 | $2.05 | $123.00 | $3,345.60 |
0132 | VERTICAL PANELS | 880(D) 8854 | SD | 11,550.000 | 11,550.000 | 0.000 | $0.25 | $0.00 | $0.00 | |
0133 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 93,390.000 | 93,390.000 | 480.000 | 25,483.000 | $0.02 | $9.60 | $509.66 |
0134 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 39,600.000 | 39,600.000 | 225.000 | 17,049.000 | $0.05 | $11.25 | $852.45 |
0135 | DRUMS | 880(F) 8878 | SD | 28,050.000 | 28,050.000 | 225.000 | 17,086.000 | $0.20 | $45.00 | $3,417.20 |
0136 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 6,600.000 | 6,600.000 | 31,139.000 | $0.26 | $0.00 | $8,096.14 | |
0137 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 660.000 | 660.000 | 0.000 | $7.50 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $736.85 | $86,752.32 | ||||||||
Fed/State Project Number: STPY-110B(108)SS | Project: 20231(04) | Category: 0303/STRIPING & SIGNING | ||||||||
0138 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 172.760 | 172.760 | 295.000 | $14.25 | $0.00 | $4,203.75 | |
0139 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 280.000 | 280.000 | 363.000 | $12.25 | $0.00 | $4,446.75 | |
0140 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 96.000 | 96.000 | 275.500 | $12.00 | $0.00 | $3,306.00 | |
0141 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 107,324.000 | 107,324.000 | 96,446.000 | $0.36 | $0.00 | $34,720.56 | |
0142 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 575.000 | 575.000 | 797.000 | $1.00 | $0.00 | $797.00 | |
0143 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 139.000 | 139.000 | 28.000 | $67.50 | $0.00 | $1,890.00 | |
0144 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $1,100.00 | $0.00 | $1,100.00 | |
Subtotals For Category 0303/STRIPING & SIGNING | $0.00 | $50,464.06 | ||||||||
Fed/State Project Number: STPY-110B(108)SS | Project: 20231(04) | Category: 0600/STAKING | ||||||||
0145 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $80,000.00 | $0.00 | $60,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $60,000.00 | ||||||||
Fed/State Project Number: STPY-110B(108)SS | Project: 20231(04) | Category: 0640/CONSTRUCTION | ||||||||
0146 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,600.00 | $0.00 | $1,950.00 | |
0147 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $8,950.00 | $0.00 | $8,950.00 | |
0148 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $220,000.00 | $0.00 | $220,000.00 | |
0149 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.750 | $20,000.00 | $0.00 | $15,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $245,900.00 | ||||||||
Subtotals For Project STPY-110B(108)SS /20231(04) | $4,037.25 | $10,079,098.84 |