Contract ID: | 210266 | Estimate Number: | 0001 | Contract No: | M70783 | |||
Residency: | EDMOND (04400) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | STP-209C(081)CI | ||||||||||||
Primary Job Piece No: | 32883(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (EW-89): OVER TRIBUTARY TO WOLF CREEK, 5.9 MILES WEST OF THE SH-74 JUNCTION NEAR PIEDMONT. PROJECT LENGTH = 0.135 MILE | ||||||||||||
Primary County: | CANADIAN | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
4301 SOUTH EASTERN AVE. | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 09/16/2021 | NTP Effective Date: | 02/07/2022 | Pay Period: | 10/18/2021 TO 12/31/2021 |
Date Awarded: | 10/04/2021 | Date Work Began: | 12/27/2021 | Original Contract Time: | 120 |
Date Contract Executed: | 10/13/2021 | Date Time Stopped: | Current Time Charged: | 5.00 | |
Date NTP Issued: | 10/18/2021 | Completion Date: | Current Time Allowed: | 120.00 | |
General Liability Expires: | 07/01/2022 | Workman's Comp Expires: | 07/01/2022 | Percent Time Used: | 4.17 % |
Specification Year: | 2019 | Date Approved: | 01/12/2022 | ||
Bid Amount: | $721,246.19 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $721,246.19 | Participating: | $41,884.39 | $0.00 | $41,884.39 | ||
Percent Complete: | 12.69 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $629,691.68 | Total Earnings: | $41,884.39 | $0.00 | $41,884.39 | ||
Stockpiled Materials: | $49,670.12 | $0.00 | $49,670.12 | ||||
Gross Earnings: | $91,554.51 | $0.00 | $91,554.51 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $91,554.51 | $0.00 | $91,554.51 |
Contract ID: | 210266 | Estimate Number: | 0001 | Primary JP: | 32883(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
32883(04) | 0200 | Concrete Beams | Stockpiled Material Initial Payment | 0001 | $49,670.12 | Subtotals For Stockpile Payments | $49,670.12 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
No line item adjustments have been created on this contract. | Subtotals For Line Item Adjustments | $0.00 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 210266 | Estimate Number: | 0001 | Primary JP: | 32883(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: STP-209C(081)CI | Project: 32883(04) | Category: 0100/ROADWAY | ||||||||
0010 | CLEARING AND GRUBBING | 201(A)1200 | LS | 1.000 | 1.000 | 0.000 | $15,000.00 | $0.00 | $0.00 | |
0020 | UNCLASSIFIED EXCAVATION | 202(A)2200 | CY | 2,558.000 | 2,558.000 | 0.000 | $14.00 | $0.00 | $0.00 | |
0030 | UNCLASSIFIED BORROW | 202(D)2500 | CY | 556.000 | 556.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
0040 | TEMPORARY SILT FENCE | 221(B)2300 | LF | 471.000 | 471.000 | 184.000 | 184.000 | $5.50 | $1,012.00 | $1,012.00 |
0050 | TEMPORARY SILT DIKE | 221(E)2600 | LF | 371.000 | 371.000 | 0.000 | $13.00 | $0.00 | $0.00 | |
0060 | EROSION CONTROL MAT | 228 5100 | SY | 852.000 | 852.000 | 0.000 | $3.30 | $0.00 | $0.00 | |
0070 | SOLID SLAB SODDING | 230(A)7200 | SY | 8,224.000 | 8,224.000 | 0.000 | $2.20 | $0.00 | $0.00 | |
0080 | SEEDING METHOD A | 232(A)9200 | AC | 0.170 | 0.170 | 0.000 | $8,800.00 | $0.00 | $0.00 | |
0090 | VEGETATIVE MULCHING | 233(A)0200 | AC | 4.740 | 4.740 | 0.000 | $1,300.00 | $0.00 | $0.00 | |
0100 | STABILIZED SUBGRADE | 307(K)4200 | SY | 2,154.000 | 2,154.000 | 0.000 | $6.50 | $0.00 | $0.00 | |
0110 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B)1330 | TON | 461.000 | 461.000 | 0.000 | $130.00 | $0.00 | $0.00 | |
0120 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C)1430 | TON | 272.000 | 272.000 | 0.000 | $145.00 | $0.00 | $0.00 | |
0130 | CLASS C CONCRETE | 509(D)0500 | CY | 10.000 | 10.000 | 0.000 | $350.00 | $0.00 | $0.00 | |
0140 | (SP) 18" CORRUGATED POLYPROPYLENE PIPE | 613(EE)5968 | LF | 76.000 | 76.000 | 0.000 | $68.00 | $0.00 | $0.00 | |
0150 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A)6200 | LS | 1.000 | 1.000 | 0.000 | $5,000.00 | $0.00 | $0.00 | |
0160 | SAWING PAVEMENT | 619(C)6600 | LF | 45.000 | 45.000 | 48.000 | 48.000 | $10.00 | $480.00 | $480.00 |
0170 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C)3405 | LF | 878.000 | 878.000 | 257.000 | 257.000 | $13.75 | $3,533.75 | $3,533.75 |
Subtotals For Category 0100/ROADWAY | $5,025.75 | $5,025.75 | ||||||||
Fed/State Project Number: STP-209C(081)CI | Project: 32883(04) | Category: 0200/BRIDGE 'A' - NBI NO.32231 | ||||||||
0180 | SUBSTRUCTURE EXCAVATION COMMON | 501(B)1300 | CY | 120.000 | 120.000 | 120.000 | 120.000 | $15.00 | $1,800.00 | $1,800.00 |
0190 | CLSM BACKFILL | 501(G)1800 | CY | 70.000 | 70.000 | 0.000 | $170.00 | $0.00 | $0.00 | |
0200 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A)4230 | LF | 318.670 | 318.670 | 0.000 | 0.000 | $210.00 | $0.00 | $0.00 |
0210 | APPROACH SLAB | 504(A)5200 | SY | 141.600 | 141.600 | 0.000 | $280.00 | $0.00 | $0.00 | |
0220 | SAW-CUT GROOVING | 504(B)5300 | SY | 364.500 | 364.500 | 0.000 | $9.65 | $0.00 | $0.00 | |
0230 | CONCRETE RAIL (TR3) | 504(D)5410 | LF | 216.600 | 216.600 | 0.000 | $75.00 | $0.00 | $0.00 | |
0240 | STRUCTURAL STEEL | 506(A)7200 | LB | 130.000 | 130.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0250 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A)8210 | EA | 8.000 | 8.000 | 0.000 | $800.00 | $0.00 | $0.00 | |
0260 | CLASS AA CONCRETE | 509(A)0210 | CY | 100.600 | 100.600 | 0.000 | $600.00 | $0.00 | $0.00 | |
0270 | CLASS A CONCRETE | 509(B)0320 | CY | 44.600 | 44.600 | 0.000 | $650.00 | $0.00 | $0.00 | |
0280 | REINFORCING STEEL | 511(A)2210 | LB | 23,170.000 | 23,170.000 | 0.000 | $1.35 | $0.00 | $0.00 | |
0290 | PILES, FURNISHED (HP 10X42) | 514(A)5210 | LF | 434.000 | 434.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0300 | PILES, DRIVEN (HP 10X42) | 514(B)5310 | LF | 434.000 | 434.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0310 | (PL)PILOT HOLES | 514(K)6200 | LF | 302.000 | 302.000 | 0.000 | $115.00 | $0.00 | $0.00 | |
0320 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L)6300 | EA | 1.000 | 1.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
0330 | TYPE I-A PLAIN RIPRAP | 601(B)1230 | TON | 1,060.000 | 1,060.000 | 0.000 | $54.00 | $0.00 | $0.00 | |
0340 | TYPE I-A FILTER BLANKET | 601(C)1310 | TON | 180.000 | 180.000 | 0.000 | $44.00 | $0.00 | $0.00 | |
0350 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H)6205 | LF | 64.000 | 64.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0360 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I)6310 | LF | 22.000 | 22.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0370 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D)6700 | LS | 1.000 | 1.000 | 0.750 | 0.750 | $20,000.00 | $15,000.00 | $15,000.00 |
0380 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A)1210 | LF | 100.000 | 100.000 | 0.000 | $29.00 | $0.00 | $0.00 | |
0390 | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | 623(F)1724 | EA | 4.000 | 4.000 | 0.000 | $2,282.00 | $0.00 | $0.00 | |
0400 | GUARDRAIL END TREATMENT (GET) | 623(G)1800 | EA | 4.000 | 4.000 | 0.000 | $3,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'A' - NBI NO.32231 | $16,800.00 | $16,800.00 | ||||||||
Fed/State Project Number: STP-209C(081)CI | Project: 32883(04) | Category: 0300/TRAFFIC | ||||||||
0410 | TRAFFIC STRIPE(MULTI-POLY.)(4" WIDE) | 856(A)8200 | LF | 2,868.000 | 2,868.000 | 0.000 | $1.42 | $0.00 | $0.00 | |
0420 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B)6300 | SD | 1,920.000 | 1,920.000 | 112.000 | 112.000 | $0.04 | $4.48 | $4.48 |
0430 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B)6310 | SD | 480.000 | 480.000 | 28.000 | 28.000 | $0.28 | $7.84 | $7.84 |
0440 | CONSTRUCTION BARRICADES(TYPE III) | 880(C)6410 | SD | 240.000 | 240.000 | 84.000 | 84.000 | $1.80 | $151.20 | $151.20 |
0450 | WARNING LIGHTS(TYPE A) | 880(E)6600 | SD | 480.000 | 480.000 | 224.000 | 224.000 | $0.38 | $85.12 | $85.12 |
Subtotals For Category 0300/TRAFFIC | $248.64 | $248.64 | ||||||||
Fed/State Project Number: STP-209C(081)CI | Project: 32883(04) | Category: 0600/STAKING | ||||||||
0460 | CONSTRUCTION STAKING LEVEL II | 642(B)3300 | LS | 1.000 | 1.000 | 0.500 | 0.500 | $4,620.00 | $2,310.00 | $2,310.00 |
Subtotals For Category 0600/STAKING | $2,310.00 | $2,310.00 | ||||||||
Fed/State Project Number: STP-209C(081)CI | Project: 32883(04) | Category: 0640/CONSTRUCTION | ||||||||
0470 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 1100 | LS | 1.000 | 1.000 | 0.000 | $4,000.00 | $0.00 | $0.00 | |
0480 | MOBILIZATION | 641 2110 | LS | 1.000 | 1.000 | 0.500 | 0.500 | $35,000.00 | $17,500.00 | $17,500.00 |
Subtotals For Category 0640/CONSTRUCTION | $17,500.00 | $17,500.00 | ||||||||
Subtotals For Project STP-209C(081)CI /32883(04) | $41,884.39 | $41,884.39 |