Contract ID: | 110022 | Estimate Number: | 0019 | Contract No: | 611201 | |||
Residency: | ARDMORE (07200) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | BRFY-110B(170), STPY-110B(232), CIRB-110C(204)RB, SSP-110B(218)SS | ||||||||||||
Primary Job Piece No: | 09477(08) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-70: FROM MERIDAN ROAD IN LONE GROVE, EXTEND EAST. CITY STREET (MERIDIAN ROAD): FROM US-70, EXTEND NORTH IN LONE GROVE. PROJECT LENGTH = 1.694 MILES. | ||||||||||||
Primary County: | CARTER | ||||||||||||
Name of Road: | US-70 | ||||||||||||
Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | ||||||||||||
2401 S. BROADWAY | |||||||||||||
MOORE , OK 73160 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 02/17/2011 | NTP Effective Date: | 05/09/2011 | Pay Period: | 01/01/2013 TO 06/30/2013 |
Date Awarded: | 03/07/2011 | Date Work Began: | 04/12/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 03/24/2011 | Date Time Stopped: | Current Time Charged: | 179.00 | |
Date NTP Issued: | 03/30/2011 | Completion Date: | Current Time Allowed: | 180.00 | |
General Liability Expires: | 05/19/2014 | Workman's Comp Expires: | 05/19/2014 | Percent Time Used: | 99.44 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $6,492,311.60 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,498,225.78 | Participating: | $6,036,734.55 | $5,996,705.91 | $40,028.64 | ||
Percent Complete: | 93.11 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $447,196.22 | Total Earnings: | $6,036,734.55 | $5,996,705.91 | $40,028.64 | ||
Unearned Balance: | $453,110.40 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $6,036,734.55 | $5,996,705.91 | $40,028.64 | ||||
Other Adjustments: | $8,380.83 | $8,380.83 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $6,045,115.38 | $6,005,086.74 | $40,028.64 |
Contract ID: | 110022 | Estimate Number: | 0019 | Primary JP: | 09477(08) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | CO #1 Adds Asphalt Items and Adds Items for CKD and Cem. Sub | Approved | 06/02/2011 | 0.0 | $4,991.35 |
002 | CO #2 Adds CKD and Cemt. Subgrade to CIRB project, Adds 18" | Approved | 02/16/2012 | 0.0 | $-10,905.53 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
09477(08) | 0004 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-6,951.21 |
09477(08) | 0004 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0004 | $6,951.21 |
09477(08) | 0005 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0004 | $665.28 |
09477(08) | 0005 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-343.74 |
09477(08) | 0005 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0005 | $-321.54 |
09477(08) | 0013 | PIPE-CGMP | Stockpiled Material Adjustment | 0013 | $-1,372.00 |
09477(08) | 0013 | PIPE-CGMP | Stockpiled Material Closure | 0015 | $-4,102.28 |
09477(08) | 0013 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $5,474.28 |
09477(08) | 0014 | PIPE-CGMP | Stockpiled Material Adjustment | 0005 | $-2,066.82 |
09477(08) | 0014 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $2,066.82 |
09477(08) | 0015 | PIPE-CGMP | Stockpiled Material Closure | 0015 | $-4,949.63 |
09477(08) | 0015 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $5,046.30 |
09477(08) | 0015 | PIPE-CGMP | Stockpiled Material Adjustment | 0013 | $-96.67 |
23293(04) | 0040 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0013 | $-90,584.78 |
23293(04) | 0040 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0004 | $90,584.78 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0005 | $-773.48 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Closure | 0015 | $-1,001.63 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0004 | $8,570.88 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0013 | $-4,091.41 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0011 | $-2,704.36 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0015 | $-344.43 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0006 | $-23,424.24 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0008 | $-6,876.84 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0005 | $-11,656.18 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0014 | $-10,750.32 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0012 | $-3,153.91 |
23293(04) | 0044 | NOMATS | Stockpiled Material Initial Payment | 0004 | $102,227.77 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0011 | $-10,558.31 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0013 | $-19,193.88 |
23293(04) | 0044 | NOMATS | Stockpiled Material Closure | 0016 | $-8,567.65 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0009 | $-7,702.01 |
23293(04) | 0059 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $2,202.06 |
23293(04) | 0059 | PIPE-CGMP | Stockpiled Material Adjustment | 0008 | $-2,202.06 |
23293(04) | 0061 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $841.05 |
23293(04) | 0061 | PIPE-CGMP | Stockpiled Material Adjustment | 0008 | $-841.05 |
26499(04) | 0209 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0004 | $20,526.57 |
26499(04) | 0209 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-16,381.91 |
26499(04) | 0209 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,144.66 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0011 | $-901.59 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0010 | $-252.54 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0004 | $1,830.84 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-294.47 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Closure | 0015 | $-246.33 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-135.91 |
26499(04) | 0214 | NOMATS | Stockpiled Material Adjustment | 0014 | $-789.39 |
26499(04) | 0214 | NOMATS | Stockpiled Material Adjustment | 0011 | $-5,418.12 |
26499(04) | 0214 | NOMATS | Stockpiled Material Initial Payment | 0004 | $19,645.62 |
26499(04) | 0214 | NOMATS | Stockpiled Material Adjustment | 0012 | $-13,546.57 |
26499(04) | 0214 | NOMATS | Stockpiled Material Adjustment | 0013 | $108.46 |
26499(04) | 0222 | PIPE-CGMP | Stockpiled Material Adjustment | 0011 | $-1,007.04 |
26499(04) | 0222 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $1,007.04 | 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 |
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 |
09477(08) | 0025 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-2,203.74 |
09477(08) | 0025 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-1,239.59 |
23293(04) | 0047 | CLASS C CONCRETE | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-1,462.00 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 172.39 | $1.65 | $284.55 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 710.94 | $4.38 | $3,114.34 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,475.17 | $4.38 | $6,462.13 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-284.55 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $8,350.51 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-3,114.34 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-6,462.13 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | -2,358.50 | $3.54 | $-8,350.51 |
24806(04) | 0130 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0007 | 1,065.55 | $5.00 | $5,334.57 |
24806(04) | 0131 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 79.23 | $1.88 | $149.46 |
26499(04) | 0213 | P.C.CONCRETE PAVEMENT(PLACEMENT) | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-800.06 |
23293(04) | 8001 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 722.41 | $1.65 | $1,192.41 |
09477(08) | 8012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 230.25 | $1.65 | $380.05 |
24806(04) | 8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 2,331.12 | $3.54 | $8,253.56 |
24806(04) | 8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-8,253.56 |
24806(04) | 8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $7,029.73 | Subtotals For Line Item Adjustments | $8,380.83 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
02 | Internal Milestone CIRB-110C(204)RB | 05/25/2011 | 08/15/2011 | Complete By 08/16/2011 | $5,000.00 | N |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110022 | Estimate Number: | 0019 | Primary JP: | 09477(08) | |||
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-110B(170) | Project: 09477(08) | Category: 0100/ROADWAY - BRFY-110B(170) | ||||||||
0001 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 599.000 | 599.000 | 526.840 | $34.00 | $0.00 | $17,912.56 | |
0002 | LIME | 307(D) 4230 | TON | 126.000 | 63.000 | 29.900 | $140.00 | $0.00 | $4,186.00 | |
0003 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 6,346.000 | 3,146.000 | 2,018.890 | $3.20 | $0.00 | $6,460.45 | |
0004 | CEMENT TREATED BASE | 317 4270 | SY | 2,933.000 | 2,933.000 | 205.030 | 2,897.780 | $14.00 | $2,870.42 | $40,568.92 |
0005 | SEPARATOR FABRIC | 325 5271 | SY | 4,032.000 | 4,032.000 | 3,924.590 | $1.00 | $0.00 | $3,924.59 | |
0006 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 885.000 | 885.000 | 1,659.400 | $14.00 | $0.00 | $23,231.60 | |
0007 | PRIME COAT | 408 5774 | GAL | 1,546.000 | 1,546.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 47.000 | 0.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0009 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 3,231.000 | 2,501.440 | 22.220 | 3,471.110 | $15.00 | $333.30 | $52,066.65 |
0010 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 578.000 | 578.000 | 608.000 | $30.00 | $0.00 | $18,240.00 | |
0011 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 724.000 | 639.410 | 5.550 | 897.750 | $95.00 | $527.25 | $85,286.25 |
0012 | CLASS C CONCRETE | 509(D) 0325 | CY | 28.000 | 28.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
0013 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 532.000 | 532.000 | 612.000 | $22.00 | $0.00 | $13,464.00 | |
0014 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 152.000 | 152.000 | 0.000 | 292.000 | $28.00 | $0.00 | $8,176.00 |
0015 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 360.000 | 360.000 | 360.000 | $29.00 | $0.00 | $10,440.00 | |
0016 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 2.000 | 2.000 | 2.000 | $850.00 | $0.00 | $1,700.00 | |
0017 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 2,098.000 | 2,098.000 | -460.500 | 2,413.330 | $4.00 | $-1,842.00 | $9,653.32 |
0018 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 1,712.000 | 1,712.000 | 487.890 | 2,873.830 | $4.00 | $1,951.56 | $11,495.32 |
0019 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,904.000 | 1,904.000 | 48.000 | $3.65 | $0.00 | $175.20 | |
0020 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 175.000 | 175.000 | 175.000 | $27.00 | $0.00 | $4,725.00 | |
0021 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 1.000 | 1.000 | $1,600.00 | $0.00 | $1,600.00 | |
0022 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
8002 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 3,200.000 | 2,474.010 | $2.95 | $0.00 | $7,298.33 | |
8005 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 137.000 | -230.710 | 102.160 | $39.85 | $-9,193.79 | $4,071.09 |
8009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 47.000 | 0.000 | $77.00 | $0.00 | $0.00 | |
8012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 400.000 | 230.250 | $60.00 | $0.00 | $13,815.00 | |
Subtotals For Category 0100/ROADWAY - BRFY-110B(170) | $-5,353.26 | $341,190.28 | ||||||||
Fed/State Project Number: BRFY-110B(170) | Project: 09477(08) | Category: 0200/BRIDGE 'A' - BRFY-110B(170) | ||||||||
0023 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 3,045.000 | 3,045.000 | 3,045.000 | $8.00 | $0.00 | $24,360.00 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 161.000 | 161.000 | 161.000 | $11.00 | $0.00 | $1,771.00 | |
0025 | CLASS AA CONCRETE | 509(A) 1326 | CY | 441.700 | 441.700 | 441.700 | $310.00 | $0.00 | $136,927.00 | |
0026 | REINFORCING STEEL | 511(A) 1332 | LB | 77,120.000 | 77,120.000 | 77,120.000 | $1.00 | $0.00 | $77,120.00 | |
0027 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 500.000 | 500.000 | 496.270 | $50.00 | $0.00 | $24,813.50 | |
0028 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 1.000 | 1.000 | 1.000 | $16,000.00 | $0.00 | $16,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' - BRFY-110B(170) | $0.00 | $280,991.50 | ||||||||
Subtotals For Project BRFY-110B(170) /09477(08) | $-5,353.26 | $622,181.78 |
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(232) | Project: 23293(04) | Category: 0100/ROADWAY - STPY-110B(232) | ||||||||
0029 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 49,878.000 | 49,878.000 | 49,878.000 | $5.70 | $0.00 | $284,304.60 | |
0030 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0031 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 2,628.000 | $1.10 | $0.00 | $2,890.80 | |
0032 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 16.000 | 16.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0033 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 126.000 | 126.000 | 1,050.000 | $7.00 | $0.00 | $7,350.00 | |
0034 | SOLID SLAB SODDING | 230(A) 2806 | SY | 63,418.000 | 63,418.000 | 881.600 | 17,859.990 | $1.35 | $1,190.16 | $24,110.99 |
0035 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 14.000 | 14.000 | 0.510 | 5.230 | $320.00 | $163.20 | $1,673.60 |
0036 | MOWING | 241 2832 | AC | 14.000 | 14.000 | -4.720 | 6.970 | $53.00 | $-250.16 | $369.41 |
0037 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 7,023.000 | 7,023.000 | 0.000 | 7,224.140 | $34.00 | $0.00 | $245,620.76 |
0038 | LIME | 307(D) 4230 | TON | 1,008.000 | 508.000 | 42.910 | $140.00 | $0.00 | $6,007.40 | |
0039 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 45,894.000 | 22,894.000 | 3,775.000 | $3.20 | $0.00 | $12,080.00 | |
0040 | CEMENT TREATED BASE | 317 4270 | SY | 38,051.000 | 38,051.000 | 0.000 | 37,560.740 | $14.00 | $0.00 | $525,850.36 |
0041 | SEPARATOR FABRIC | 325 5271 | SY | 52,025.000 | 52,025.000 | 44,141.680 | $1.00 | $0.00 | $44,141.68 | |
0042 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 7,879.000 | 7,879.000 | 0.000 | 5,134.490 | $14.00 | $0.00 | $71,882.86 |
0043 | PRIME COAT | 408 5774 | GAL | 17,745.000 | 17,745.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0044 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 14,682.000 | 14,125.130 | -632.000 | 13,193.690 | $11.50 | $-7,268.00 | $151,727.47 |
0045 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 19,092.000 | 19,092.000 | 560.000 | 19,892.440 | $12.00 | $6,720.00 | $238,709.28 |
0046 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 8,266.000 | 8,313.180 | 8,234.560 | $95.00 | $0.00 | $782,283.20 | |
0047 | CLASS C CONCRETE | 509(D) 0325 | CY | 465.000 | 465.000 | 6.080 | 152.850 | $215.00 | $1,307.20 | $32,862.75 |
0048 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 2,866.000 | 2,866.000 | 3,213.000 | $18.00 | $0.00 | $57,834.00 | |
0049 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 3,614.000 | 3,614.000 | -10.340 | 3,138.140 | $36.00 | $-372.24 | $112,973.04 |
0050 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $1,300.00 | $0.00 | $1,300.00 |
0051 | REPLACEMENT OF MANHOLE FRAME & COVER | 611(C) 4215 | EA | 1.000 | 1.000 | 1.000 | $1.00 | $0.00 | $1.00 | |
0052 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 3.000 | 3.000 | 3.000 | $4,240.00 | $0.00 | $12,720.00 | |
0053 | INLET CI DES. 3 (2D) | 611(G) 5125 | EA | 1.000 | 1.000 | 1.000 | $4,240.00 | $0.00 | $4,240.00 | |
0054 | INLET CDI RCP DES. 2 | 611(G) 5705 | EA | 13.000 | 13.000 | 13.000 | $4,770.00 | $0.00 | $62,010.00 | |
0055 | ADD'L DEPTH IN INLET CDI RCP DES. 2 | 611(H) 5790 | VF | 46.000 | 46.000 | 45.810 | $371.00 | $0.00 | $16,995.51 | |
0056 | REPLACEMENT OFINLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(I) 4488 | EA | 10.000 | 10.000 | 10.000 | $1.00 | $0.00 | $10.00 | |
0057 | REPLACEMENT OF CAST IRON HOOD | 611(M) 4488 | EA | 30.000 | 30.000 | 30.000 | $1.00 | $0.00 | $30.00 | |
0058 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 2,090.000 | 2,090.000 | 2,090.000 | $53.00 | $0.00 | $110,770.00 | |
0059 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 214.000 | 214.000 | 75.000 | 579.000 | $22.00 | $1,650.00 | $12,738.00 |
0060 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 854.000 | 854.000 | 618.000 | $24.00 | $0.00 | $14,832.00 | |
0061 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 60.000 | 60.000 | 60.000 | $29.00 | $0.00 | $1,740.00 | |
0062 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 3,045.000 | 3,045.000 | 2,879.000 | $7.00 | $0.00 | $20,153.00 | |
0063 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 150.000 | 150.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0064 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 2.000 | 2.000 | 3.000 | $742.00 | $0.00 | $2,226.00 | |
0065 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 10.000 | 10.000 | 12.000 | $848.00 | $0.00 | $10,176.00 | |
0066 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 3.000 | 3.000 | 3.000 | $954.00 | $0.00 | $2,862.00 | |
0067 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 3.000 | 3.000 | 2.000 | $1,590.00 | $0.00 | $3,180.00 | |
0068 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0069 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 5.000 | 11.000 | 11.000 | $530.00 | $0.00 | $5,830.00 | |
0070 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,107.000 | 1,107.000 | 1,109.330 | $6.00 | $0.00 | $6,655.98 | |
0071 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 17,246.000 | 17,246.000 | 3,452.950 | 19,198.080 | $3.30 | $11,394.74 | $63,353.68 |
0072 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 12,824.000 | 12,824.000 | 12,824.000 | $5.00 | $0.00 | $64,120.00 | |
0073 | SAWING PAVEMENT | 619(C) 0924 | LF | 8,032.000 | 8,032.000 | 1,593.000 | $3.65 | $0.00 | $5,814.45 | |
0074 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 2.000 | 2.000 | 2.000 | $70.00 | $0.00 | $140.00 | |
0075 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 2.000 | $120.00 | $0.00 | $240.00 | |
0076 | MAILBOX | 629(C) 4960 | EA | 7.000 | 7.000 | 7.000 | $27.00 | $0.00 | $189.00 | |
0077 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 4.000 | 4.000 | 4.000 | $6.00 | $0.00 | $24.00 | |
8001 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 750.000 | 722.410 | $60.00 | $0.00 | $43,344.60 | |
8003 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 23,000.000 | 41,866.920 | $2.95 | $0.00 | $123,507.42 | |
8006 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 990.000 | 1,046.130 | $39.85 | $0.00 | $41,688.28 | |
8010 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 200.000 | 0.000 | $77.00 | $0.00 | $0.00 | |
8015 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 0.000 | 75.000 | 0.000 | 75.000 | $43.00 | $0.00 | $3,225.00 |
8016 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 0.000 | 2.000 | 0.000 | 2.000 | $2,120.00 | $0.00 | $4,240.00 |
8018 | FULL DEPTH P.C.C. PATCH(PLACEMENT ONLY) | 414(E) 0225 | SY | 0.000 | 560.000 | 560.000 | $30.00 | $0.00 | $16,800.00 | |
Subtotals For Category 0100/ROADWAY - STPY-110B(232) | $14,534.90 | $3,307,828.12 | ||||||||
Fed/State Project Number: STPY-110B(232) | Project: 23293(04) | Category: 0300/TRAFFIC - STPY-110B(232) | ||||||||
0078 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 90.000 | 90.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0079 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 23,000.000 | 23,000.000 | 32,986.000 | $0.16 | $0.00 | $5,277.76 | |
0080 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 3,000.000 | 3,000.000 | 306.000 | $2.00 | $0.00 | $612.00 | |
0081 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 6,500.000 | 6,500.000 | 6,663.000 | $0.30 | $0.00 | $1,998.90 | |
0082 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 720.000 | 720.000 | 238.000 | $8.00 | $0.00 | $1,904.00 | |
0083 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 3,450.000 | 3,450.000 | 4,285.000 | $35.00 | $0.00 | $149,975.00 | |
0084 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 3,212.500 | 3,212.500 | 1,690.000 | $6.00 | $0.00 | $10,140.00 | |
0085 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 17,640.000 | 17,640.000 | 75,620.000 | $0.30 | $0.00 | $22,686.00 | |
0086 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 720.000 | 720.000 | 511.000 | $3.20 | $0.00 | $1,635.20 | |
0087 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 16,200.000 | 16,200.000 | 10,729.000 | $0.55 | $0.00 | $5,900.95 | |
0088 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,640.000 | 8,640.000 | 5,130.000 | $0.80 | $0.00 | $4,104.00 | |
0089 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,900.000 | 9,900.000 | 6,610.000 | $1.10 | $0.00 | $7,271.00 | |
0090 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 7,920.000 | 7,920.000 | 4,224.000 | $0.55 | $0.00 | $2,323.20 | |
0091 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 1,240.000 | $1.10 | $0.00 | $1,364.00 | |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 22,860.000 | 22,860.000 | 12,030.000 | $0.11 | $0.00 | $1,323.30 | |
0093 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 22,500.000 | 22,500.000 | 11,279.000 | $0.11 | $0.00 | $1,240.69 | |
0094 | DRUMS | 880(F) 8878 | SD | 22,500.000 | 22,500.000 | 79,055.000 | $0.11 | $0.00 | $8,696.05 | |
0095 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 9,900.000 | 9,900.000 | 8,754.000 | $0.11 | $0.00 | $962.94 | |
0096 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 360.000 | 0.000 | $26.50 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC - STPY-110B(232) | $0.00 | $227,414.99 | ||||||||
Fed/State Project Number: STPY-110B(232) | Project: 23293(04) | Category: 0301/TRAFFIC SIGNING AND STRIPING -STPY-110B(232) | ||||||||
0097 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 1,440.000 | 1,440.000 | 646.000 | 646.000 | $4.24 | $2,739.04 | $2,739.04 |
0098 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 110.000 | 110.000 | 0.000 | $5.30 | $0.00 | $0.00 | |
0099 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 595.000 | 595.000 | 0.000 | $21.20 | $0.00 | $0.00 | |
0100 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 100.000 | 100.000 | 0.000 | $8.48 | $0.00 | $0.00 | |
0101 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 6.000 | 6.000 | 2.000 | $212.00 | $0.00 | $424.00 | |
0102 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 4.000 | 4.000 | 4.000 | $265.00 | $0.00 | $1,060.00 | |
0103 | PULL BOX(SIZE III) | 803(A) 8067 | EA | 8.000 | 8.000 | 0.000 | $206.70 | $0.00 | $0.00 | |
0104 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 2,130.000 | 2,130.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
0105 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 2,585.000 | 2,585.000 | 240.000 | 3,344.000 | $4.24 | $1,017.60 | $14,178.56 |
0106 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 415.000 | 415.000 | 0.000 | $1.59 | $0.00 | $0.00 | |
0107 | 9/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8209 | LF | 450.000 | 450.000 | 0.000 | $2.12 | $0.00 | $0.00 | |
0108 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 276.000 | 276.000 | 0.000 | $2.39 | $0.00 | $0.00 | |
0109 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 3,065.000 | 3,065.000 | 98.500 | 2,127.000 | $1.06 | $104.41 | $2,254.62 |
0110 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 276.800 | 276.800 | 431.000 | $12.19 | $0.00 | $5,253.89 | |
0111 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 494.500 | 494.500 | 562.500 | $6.89 | $0.00 | $3,875.63 | |
0112 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 167.000 | 167.000 | 508.000 | $6.89 | $0.00 | $3,500.12 | |
0113 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 45,316.000 | 45,316.000 | 32,986.000 | $0.45 | $0.00 | $14,843.70 | |
0114 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 26.000 | 26.000 | 26.000 | $159.00 | $0.00 | $4,134.00 | |
0115 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 10,349.000 | 10,349.000 | 27,585.000 | $0.27 | $0.00 | $7,447.95 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING -STPY-110B(232) | $3,861.05 | $59,711.51 | ||||||||
Subtotals For Project STPY-110B(232) /23293(04) | $18,395.95 | $3,594,954.62 |
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: CIRB-110C(204)RB | Project: 24806(04) | Category: 0100/ROADWAY - CIRB-110C(204)RB | ||||||||
0116 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0117 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.950 | $59,000.00 | $0.00 | $56,050.00 | |
0118 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $8,000.00 | $2,000.00 | $8,000.00 |
0119 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,400.000 | 4,400.000 | 1,295.000 | $1.10 | $0.00 | $1,424.50 | |
0120 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 26.000 | 26.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0121 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 105.000 | 105.000 | 126.000 | $7.00 | $0.00 | $882.00 | |
0122 | SOLID SLAB SODDING | 230(A) 2806 | SY | 12,280.000 | 12,280.000 | 10,928.440 | $1.35 | $0.00 | $14,753.39 | |
0123 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.000 | 3.000 | 2.230 | $320.00 | $0.00 | $713.60 | |
0124 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 2,221.000 | 2,221.000 | 2,221.000 | $34.00 | $0.00 | $75,514.00 | |
0125 | LIME | 307(D) 4230 | TON | 295.000 | 50.000 | 49.970 | $140.00 | $0.00 | $6,995.80 | |
0126 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 13,324.000 | 4,248.000 | 5.550 | 4,206.280 | $3.20 | $17.76 | $13,460.10 |
0127 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 318.000 | 318.000 | 649.220 | $14.00 | $0.00 | $9,089.08 | |
0128 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 2,275.000 | 0.000 | 0.000 | $66.00 | $0.00 | $0.00 | |
0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 159.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0130 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 1,136.000 | 1,136.000 | 1,065.550 | $77.00 | $0.00 | $82,047.35 | |
0131 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 80.000 | 80.000 | 79.230 | $90.00 | $0.00 | $7,130.70 | |
0132 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 882.000 | 882.000 | 126.720 | 1,469.390 | $22.00 | $2,787.84 | $32,326.58 |
0133 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 147.000 | 147.000 | 21.120 | 245.000 | $95.00 | $2,006.40 | $23,275.00 |
0134 | CLASS C CONCRETE | 509(D) 1331 | CY | 10.000 | 10.000 | 7.910 | $300.00 | $0.00 | $2,373.00 | |
0135 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 2.520 | 2.520 | 0.000 | $50.00 | $0.00 | $0.00 | |
0136 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 386.000 | 386.000 | 652.000 | $9.00 | $0.00 | $5,868.00 | |
0137 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 4,518.000 | 4,518.000 | 4,811.000 | $13.00 | $0.00 | $62,543.00 | |
0138 | SPECIAL INLET DRAIN | 611(G) 4012 | EA | 11.000 | 11.000 | 10.000 | $4,240.00 | $0.00 | $42,400.00 | |
0139 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 4.000 | 4.000 | 4.000 | $2,120.00 | $0.00 | $8,480.00 | |
0140 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 4.000 | 4.000 | 2.000 | $2,650.00 | $0.00 | $5,300.00 | |
0141 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 1.000 | 1.000 | 1.000 | $2,650.00 | $0.00 | $2,650.00 | |
0142 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 3.000 | 3.000 | 3.000 | $2,120.00 | $0.00 | $6,360.00 | |
0143 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 3.000 | 3.000 | 3.000 | $2,650.00 | $0.00 | $7,950.00 | |
0144 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 2.000 | 3.000 | 2.000 | $2,120.00 | $0.00 | $4,240.00 | |
0145 | INLET (SMD-TYPE 2B) | 611(G) 6006 | EA | 2.000 | 2.000 | 2.000 | $2,226.00 | $0.00 | $4,452.00 | |
0146 | ADDITIONAL DEPTH IN INLET | 611(H) 5196 | VF | 47.300 | 47.300 | 47.400 | $212.00 | $0.00 | $10,048.80 | |
0147 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,653.000 | 1,653.000 | 1,540.000 | $43.00 | $0.00 | $66,220.00 | |
0148 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 881.000 | 881.000 | 824.000 | $53.00 | $0.00 | $43,672.00 | |
0149 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 536.000 | 536.000 | 536.000 | $85.00 | $0.00 | $45,560.00 | |
0150 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4410 | LF | 324.500 | 324.500 | 436.500 | $70.00 | $0.00 | $30,555.00 | |
0151 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 120.000 | 120.000 | 120.000 | $53.00 | $0.00 | $6,360.00 | |
0152 | 28 1/2" X 18" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4584 | EA | 2.000 | 2.000 | 2.000 | $1,060.00 | $0.00 | $2,120.00 | |
0153 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 2.000 | 2.000 | 2.000 | $1,590.00 | $0.00 | $3,180.00 | |
0154 | SPECIAL END SECTION OF 22" X 13" RCP ARCH | 613(O) 4800 | EA | 4.000 | 4.000 | 4.000 | $848.00 | $0.00 | $3,392.00 | |
0155 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0156 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 7,469.000 | 7,469.000 | 7,520.954 | $3.00 | $0.00 | $22,562.86 | |
0157 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 274.000 | 274.000 | 323.870 | $8.00 | $0.00 | $2,590.96 | |
0158 | REMOVAL OF CURB | 619(B) 4791 | LF | 210.000 | 210.000 | 208.000 | $10.00 | $0.00 | $2,080.00 | |
0159 | SAWING PAVEMENT | 619(C) 0924 | LF | 760.000 | 760.000 | 493.000 | $3.65 | $0.00 | $1,799.45 | |
8013 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 7,975.000 | 7,974.930 | $2.95 | $0.00 | $23,526.04 | |
8014 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 328.000 | 305.920 | $39.85 | $0.00 | $12,190.91 | |
8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 2,358.500 | 0.000 | 2,331.120 | $56.25 | $0.00 | $131,125.50 |
Subtotals For Category 0100/ROADWAY - CIRB-110C(204)RB | $6,812.00 | $903,261.62 | ||||||||
Fed/State Project Number: CIRB-110C(204)RB | Project: 24806(04) | Category: 0300/TRAFFIC - CIRB-110C(204)RB | ||||||||
0160 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 30.000 | 30.000 | 69.000 | 150.000 | $21.20 | $1,462.80 | $3,180.00 |
0161 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 60.000 | 60.000 | -54.000 | 307.000 | $4.24 | $-228.96 | $1,301.68 |
0162 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 20.000 | 20.000 | 79.000 | 79.000 | $5.30 | $418.70 | $418.70 |
0163 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 20.000 | 20.000 | 0.000 | 332.000 | $21.20 | $0.00 | $7,038.40 |
0164 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 40.000 | 40.000 | 45.000 | $8.48 | $0.00 | $381.60 | |
0165 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 1.000 | 1.000 | 1.000 | 3.000 | $212.00 | $212.00 | $636.00 |
0166 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 1.000 | 1.000 | 2.000 | $238.50 | $238.50 | $477.00 |
0167 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 5.000 | 5.000 | 5.000 | $530.00 | $0.00 | $2,650.00 | |
0168 | REINFORCING STEEL | 804(B) 2916 | LB | 771.800 | 771.800 | 771.800 | $2.12 | $0.00 | $1,636.22 | |
0169 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $1,590.00 | $0.00 | $1,590.00 | |
0170 | (PL)REMOVE & RESET TRAFFIC SIGNAL EQUIPMENT | 805(D) 8742 | LSUM | 1.000 | 1.000 | 1.000 | $1,590.00 | $0.00 | $1,590.00 | |
0171 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 805(D) 8760 | EA | 8.000 | 8.000 | 5.000 | $212.00 | $0.00 | $1,060.00 | |
0172 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 1.000 | 1.000 | 1.000 | $5,803.50 | $0.00 | $5,803.50 | |
0173 | 32'MH POLE,20'TS & 10'LMA(G.STL.) | 806(A) 8352 | EA | 1.000 | 1.000 | 1.000 | $3,694.10 | $0.00 | $3,694.10 | |
0174 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 2.000 | 2.000 | 2.000 | $424.00 | $0.00 | $848.00 | |
0175 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 200.000 | 200.000 | 100.000 | 100.000 | $2.12 | $212.00 | $212.00 |
0176 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 330.000 | 330.000 | 587.000 | 767.000 | $1.06 | $622.22 | $813.02 |
0177 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 1.000 | 1.000 | 1.000 | $212.00 | $0.00 | $212.00 | |
0178 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 890.000 | 890.000 | 2,512.000 | 2,512.000 | $4.24 | $10,650.88 | $10,650.88 |
0179 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 1.000 | 1.000 | 1.000 | $636.00 | $0.00 | $636.00 | |
0180 | 1WAY 4SEC. ADJ. SIG. HD. S-16 | 831 8274 | EA | 1.000 | 1.000 | 1.000 | $848.00 | $0.00 | $848.00 | |
0181 | BACKPLATE | 833 3030 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $74.20 | $148.40 | $148.40 |
0182 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 250.000 | 250.000 | 473.000 | $1.59 | $0.00 | $752.07 | |
0183 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 80.000 | 80.000 | 50.000 | $1.86 | $0.00 | $93.00 | |
0184 | 9/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8209 | LF | 330.000 | 330.000 | 815.000 | $2.12 | $0.00 | $1,727.80 | |
0185 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 50.000 | 50.000 | 38.000 | $2.39 | $0.00 | $90.82 | |
0186 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 250.000 | 250.000 | 0.000 | 1,081.000 | $1.06 | $0.00 | $1,145.86 |
0187 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 122.500 | 122.500 | 122.500 | $12.19 | $0.00 | $1,493.28 | |
0188 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 27.600 | 27.600 | 0.000 | $37.10 | $0.00 | $0.00 | |
0189 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 221.000 | 221.000 | 221.000 | $6.89 | $0.00 | $1,522.69 | |
0190 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,171.000 | 6,171.000 | 6,451.000 | $0.85 | $0.00 | $5,483.35 | |
0191 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 85.000 | 85.000 | 87.000 | $3.18 | $0.00 | $276.66 | |
0192 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 83.000 | 83.000 | 80.000 | $6.36 | $0.00 | $508.80 | |
0193 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 22.000 | 22.000 | 22.000 | $90.10 | $0.00 | $1,982.20 | |
0194 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 1.000 | $116.60 | $0.00 | $116.60 | |
0195 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 2,800.000 | 2,800.000 | 7,285.000 | $0.53 | $0.00 | $3,861.05 | |
0196 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,535.000 | 5,535.000 | 3,655.000 | $0.27 | $0.00 | $986.85 | |
0197 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 225.000 | 225.000 | 1,092.000 | $3.18 | $0.00 | $3,472.56 | |
0198 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 770.000 | 770.000 | 1,432.000 | $3.18 | $0.00 | $4,553.76 | |
0199 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 4,300.000 | 4,300.000 | 1,127.000 | $0.11 | $0.00 | $123.97 | |
0200 | WING BARRICADES | 880(C) 8848 | SD | 180.000 | 180.000 | 1,092.000 | $1.06 | $0.00 | $1,157.52 | |
0201 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 8,685.000 | 8,685.000 | 3,302.000 | $0.11 | $0.00 | $363.22 | |
0202 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 4,770.000 | 4,770.000 | 680.000 | $0.11 | $0.00 | $74.80 | |
0203 | DRUMS | 880(F) 8878 | SD | 4,770.000 | 4,770.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
0204 | CHANNELIZER CONES | 880(G) 8890 | SD | 9,450.000 | 9,450.000 | 7,049.000 | $0.11 | $0.00 | $775.39 | |
0205 | CONES(28" MEDIUM) | 880(H) 8890 | SD | 8,550.000 | 8,550.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC - CIRB-110C(204)RB | $13,736.54 | $76,387.75 | ||||||||
Subtotals For Project CIRB-110C(204)RB /24806(04) | $20,548.54 | $979,649.37 |
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: SSP-110B(218)SS | Project: 26499(04) | Category: 0100/ROADWAY - SSP-110B(218)SS | ||||||||
0206 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,645.000 | 1,645.000 | 1,283.710 | $34.00 | $0.00 | $43,646.14 | |
0207 | LIME | 307(D) 4230 | TON | 215.000 | 107.000 | 15.290 | $140.00 | $0.00 | $2,140.60 | |
0208 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 9,949.000 | 4,949.000 | 840.000 | $3.20 | $0.00 | $2,688.00 | |
0209 | CEMENT TREATED BASE | 317 4270 | SY | 8,661.000 | 8,661.000 | 8,537.060 | $14.00 | $0.00 | $119,518.84 | |
0210 | SEPARATOR FABRIC | 325 5271 | SY | 11,096.000 | 11,096.000 | 8,991.460 | $1.00 | $0.00 | $8,991.46 | |
0211 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,691.000 | 1,691.000 | 1,165.030 | $14.00 | $0.00 | $16,310.42 | |
0212 | PRIME COAT | 408 5774 | GAL | 4,295.000 | 4,295.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0213 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 3,457.000 | 3,457.000 | 2,903.290 | $11.50 | $0.00 | $33,387.84 | |
0214 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 3,669.000 | 3,669.000 | 3,416.220 | $12.00 | $0.00 | $40,994.64 | |
0215 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 1,862.000 | 1,862.000 | 1,579.880 | $95.00 | $0.00 | $150,088.60 | |
0216 | CLASS AA CONCRETE | 509(A) 1326 | CY | 92.000 | 92.000 | 0.000 | 83.480 | $310.00 | $0.00 | $25,878.80 |
0217 | REINFORCING STEEL | 511(A) 0332 | LB | 13,717.000 | 13,717.000 | 13,716.290 | $1.00 | $0.00 | $13,716.29 | |
0218 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 420.000 | 420.000 | 1,055.000 | $17.00 | $0.00 | $17,935.00 | |
0219 | INLET CDI RCP DES. 2 | 611(G) 5705 | EA | 4.000 | 4.000 | 4.000 | $4,770.00 | $0.00 | $19,080.00 | |
0220 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 1.000 | 1.000 | 1.000 | $2,120.00 | $0.00 | $2,120.00 | |
0221 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 452.000 | 452.000 | 454.000 | $53.00 | $0.00 | $24,062.00 | |
0222 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 96.000 | 96.000 | 96.000 | $22.00 | $0.00 | $2,112.00 | |
0223 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 420.000 | 420.000 | 0.000 | $7.00 | $0.00 | $0.00 | |
0224 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 50.000 | 50.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0225 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 2.000 | 2.000 | 2.000 | $742.00 | $0.00 | $1,484.00 | |
0226 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 2.000 | 2.000 | 2.000 | $848.00 | $0.00 | $1,696.00 | |
0227 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 0.000 | $1,590.00 | $0.00 | $0.00 | |
0228 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 1.000 | 1.000 | 1.000 | $530.00 | $0.00 | $530.00 | |
0229 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,457.000 | 3,457.000 | 3,483.110 | $4.65 | $0.00 | $16,196.46 | |
0230 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 2,964.000 | 2,964.000 | 2,224.000 | $6.00 | $0.00 | $13,344.00 | |
0231 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,644.000 | 2,644.000 | 24.000 | $3.65 | $0.00 | $87.60 | |
0232 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 1.000 | $70.00 | $0.00 | $70.00 | |
0233 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 1.000 | $120.00 | $0.00 | $120.00 | |
0234 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 4.000 | $30.00 | $0.00 | $120.00 | |
0235 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $6.00 | $12.00 | $12.00 |
8004 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 5,000.000 | 8,340.080 | $2.95 | $0.00 | $24,603.23 | |
8007 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 215.000 | 161.240 | 332.870 | $39.85 | $6,425.41 | $13,264.86 |
8008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 50.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
8011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 30.000 | 0.000 | $77.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - SSP-110B(218)SS | $6,437.41 | $594,198.78 | ||||||||
Fed/State Project Number: SSP-110B(218)SS | Project: 26499(04) | Category: 0600/STAKING - SSP-110B(218)SS | ||||||||
0236 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.950 | $35,000.00 | $0.00 | $33,250.00 | |
Subtotals For Category 0600/STAKING - SSP-110B(218)SS | $0.00 | $33,250.00 | ||||||||
Fed/State Project Number: SSP-110B(218)SS | Project: 26499(04) | Category: 0640/CONSTRUCTION - SSP-110B(218)SS | ||||||||
0237 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $10,000.00 | $0.00 | $7,500.00 | |
0238 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $205,000.00 | $0.00 | $205,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - SSP-110B(218)SS | $0.00 | $212,500.00 | ||||||||
Subtotals For Project SSP-110B(218)SS /26499(04) | $6,437.41 | $839,948.78 |