Los Angeles County Public Works
Project Management Division III
Progress Payment 5
Project Name: New York Drive - Lake Avenue/120 feet W/o Altadena Drive
Contractor: Sully-Miller Contracting Company
135 South State College Boulevard, Suite 400
Brea, CA 92821
Project ID: RDC0015777
Federal Number(s): None
Original Contract: $7,593,000.00
Awarded:
Period Ending: 6/12/2019
Board Accepted: 6/23/2021
Item No.DescriptionBid QtyUnitsTotal Qty.Previous Qty.Current Qty.Unit PriceCurrent Amount
2CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH)12.00MTH 5.00 3.002.00$500.00$1,000.00
5IMPLEMENTATION OF THE SWPPP1.00LS 0.33 0.180.15$41,600.00$6,240.00
6OFFICE FACILITIES12.00MTH 5.00 4.001.00$4,200.00$4,200.00
9CLEARING AND GRUBBING1.00LS 0.33 0.220.11$58,000.00$6,380.00
10TRAFFIC CONTROL1.00LS 0.33 0.220.11$275,000.00$30,250.00
12CHANGEABLE MESSAGE SIGN8.00EA 5.00 4.001.00$13,000.00$13,000.00
22UNCLASSIFIED EXCAVATION (ROADWAY)9,901.00CY 4,200.00 97.004,103.00$57.00$233,871.00
23STRUCTURE EXCAVATION81.00CY 46.00 34.0012.00$88.00$1,056.00
24CRUSHED MISCELLANEOUS BASE203.00CY 108.51 30.6877.83$117.00$9,106.11
25TRENCH BACKFILL SLURRY (CLASS 270-E-500)21.00CY 3.50 0.003.50$155.00$542.50
26CEMENT STABILIZED PULVERIZED BASE, 10" THICK39,813.00SY 17,013.00 0.0017,013.00$6.50$110,584.50
27PORTLAND CEMENT FOR CSPB1,165.00TON 475.33 0.00475.33$150.00$71,299.50
28PRIME/TACK COAT FOR CSPB7,964.00GAL 2,505.00 0.002,505.00$6.00$15,030.00
29AC PAVEMENT5,601.00TON 2,472.42 0.002,472.42$82.00$202,738.44
30AC PAVEMENT(PATCH BACK)41.00TON 41.00 0.0041.00$193.00$7,913.00
31AC PAVEMENT(DRIVEWAYS)20.00TON 20.00 0.0020.00$196.00$3,920.00
32AC DIKE, TYPE A PER CALTRANS STD PLAN A87B1,907.00LF 1,907.00 0.001,907.00$5.50$10,488.50
33AC DIKE, TYPE C PER CALTRANS STD PLAN A87B712.00LF 712.00 0.00712.00$4.50$3,204.00
35DOUBLE ADJUST WATER VALVE FRAME AND COVER30.00EA 10.00 4.006.00$800.00$4,800.00
37PCC PAVEMENT172.00CY 104.29 0.00104.29$330.00$34,415.70
38ASPHALT RUBBER HOT MIX2,886.00TON 1,084.66 0.001,084.66$101.00$109,550.66
39ASPHALT RUBBER HOT MIX (TEST STRIP)500.00TON 500.00 0.00500.00$104.00$52,000.00
49CURB DRAIN PER STD PLAN 150, N=1, CASE 3 INLET13.00EA 4.00 1.003.00$300.00$900.00
51CONCRETE BLOCK SLOUGH WALL PER STD PLAN 622144.00SF 144.00 0.00144.00$68.00$9,792.00
52PCC FOOTING FOR CONCRETE BLOCK SLOUGH WALL2.00CY 2.00 0.002.00$950.00$1,900.00
55PCC CURB & GUTTER, TYPE A2-610,356.00LF 3,644.00 3,000.00644.00$28.00$18,032.00
60PCC WALK & DRIVEWAYS, 4" THICK82,924.00SF 25,000.00 12,090.0012,910.00$5.50$71,005.00
61PCC CURB RAMPS94.00CY 45.84 40.325.52$870.00$4,802.40
62PCC DRIVEWAYS, 6" THICK605.00SF 605.00 0.00605.00$8.00$4,840.00
64POURED IN PLACE RUBBER WALK, 2" THICK200.00SF 200.00 0.00200.00$28.00$5,600.00
66DETECTABLE WARNING SURFACE915.00SF 600.00 465.00135.00$41.00$5,535.00
67CROSS GUTTER82.00CY 37.43 67.43-30.00$500.00($15,000.00)
68ALLEY INTERSECTION10.00CY 4.69 0.004.69$400.00$1,876.00
69METAL HAND RAILINGS PER STD PLAN 60644.00LF 159.70 0.00159.70$160.00$25,552.00
794" SCH 80 PERFORATED PVC31.00LF 24.00 0.0024.00$82.00$1,968.00
8118" RCP, 2500 D4.00LF 2.00 0.002.00$400.00$800.00
852" CONDUIT (SCH 80 PVC)535.00LF 70.00 0.0070.00$49.00$3,430.00
863" CONDUIT (SCH 80 PVC)1,250.00LF 90.00 0.0090.00$51.00$4,590.00
87#6 WIRE2,065.00LF 519.00 0.00519.00$2.00$1,038.00
88#10 WIRE3,190.00LF 692.00 0.00692.00$1.10$761.20
92NO. 5 PULL BOX INCL PCC COVER10.00EA 2.00 0.002.00$310.00$620.00
114RELOCATE STREET LIGHT WITH NEW FOUNDATION7.00EA 0.10 0.000.10$2,780.00$278.00
115GPS UTB UNIT AND ANTENNA5.00EA 2.87 0.002.87$1,650.00$4,735.50
116TYPE III-BF SERVICE CABINET 3.00EA 1.24 0.001.24$3,840.00$4,761.60
117TYPE III-B SERVICE CABINET FOUNDATION3.00EA 0.15 0.000.15$630.00$94.50
118PEDESTRIAN PUSH BUTTON POST FOUNDATION1.00EA 0.07 0.000.07$480.00$33.60
119TYPE 170 ATC/HC-11 CONTROLLER2.00EA 1.00 0.001.00$3,420.00$3,420.00
120SWITCH PACK12.00EA 2.35 0.002.35$112.50$264.38
121PED ISOLATION MODULE4.00EA 1.19 0.001.19$144.50$171.96
122TYPE 332 CABINET2.00EA 1.31 0.001.31$20,120.00$26,357.20
123TYPE 332 CABINET FOUNDATION2.00EA 0.06 0.000.06$1,110.00$66.60
130TYPE 1 STANDARD FOUNDATION12.00EA 1.20 0.001.20$1,000.00$1,200.00
131TYPE 15 STANDARD FOUNDATION6.00EA 0.33 0.000.33$1,800.00$594.00
132TYPE 17 STANDARD FOUNDATION11.00EA 0.61 0.000.61$5,100.00$3,111.00
133TYPE 19 STANDARD FOUNDATION7.00EA 0.82 0.000.82$5,100.00$4,182.00
134TYPE 24 STANDARD FOUNDATION1.00EA 0.12 0.000.12$4,760.00$571.20
135TYPE 26 STANDARD FOUNDATION1.00EA 0.20 0.000.20$5,060.00$1,012.00
143PEDESTRIAN PUSH BUTTON40.00EA 11.48 0.0011.48$195.00$2,238.60
144PEDESTRIAN PUSH BUTTON PLATE40.00EA 10.93 0.0010.93$40.25$439.93
1473-12" LED VEHICLE HEAD (COMPLETE) 63.00EA 34.53 0.0034.53$830.00$28,659.90
148INSTALL LED COUNTDOWN PEDESTRIAN HEAD (COMPLETE)40.00EA 24.40 0.0024.40$690.00$16,836.00
172LANDSCAPING1.00LS 1.00 0.001.00$8,030.00$8,030.00
175AGRONOMIC SOIL REPORTS1.00EA 1.00 0.001.00$570.00$570.00
176IRRIGATION SYSTEM1.00LS 1.00 0.001.00$11,330.00$11,330.00
179RIVER ROCK PAVING300.00SF 300.00 0.00300.00$17.50$5,250.00
S-29 INCH CHANNEL SUPPORT SLAB (PER REVISED SHEET #27) LF 81.00 63.6517.35$1,500.00$26,025.00
S-39 INCH CHANNEL SUPPORT SLAB (PER REVISED SHEET #27) REMOVAL CY 40.00 31.728.28$1,500.00$12,420.00
S-5UTILITY POTHOLING  EA 20.00 0.0020.00$500.00$10,000.00
S-8CATCH BASIN PER STD PLAN 302, 2 GRATE, W=14 EA 1.00 0.001.00$8,744.30$8,744.30

DEDUCTION DETAIL

DescriptionUnitTotal Qty.Previous Qty.Current Qty.Unit PriceCurrent Amount
LOCAL TARGATED WORKER HIRING PROGRAMSTIP 4,615.50 2,187.502,428.00$1.00 $2,428.00

FINANCIAL SUMMARY

  Total Previous Current
Earned $2,822,174.84 $1,561,146.06 $1,261,028.78
Retained* $141,108.79 $78,057.31 $63,051.48
Deducted $4,615.50 $2,187.50 $2,428.00
Due $2,676,450.55 $1,480,901.25 $1,195,549.30



*This project has an escrow account.

Contact Office Engineer
Contractor Copy  
P Please consider the environment before printing this report.