Payment Report

Los Angeles County Public Works
Project Management Division III
As-Built 7

Project Name:	108th Street, et al.
Contractor:	Los Angeles Engineering, Inc.
	633 North Barranca Avenue
	Covina, CA 91723

Project ID:	RDC0014552
Federal Number(s):	None
Original Contract:	$4,171,497.35
Awarded:	3/31/2015
Period Ending:	3/31/2016
Board Accepted:	4/19/2016

Item No.	Description	Bid Qty	Units	Total Qty.	Previous Qty.	Current Qty.	Unit Price	Current Amount
1	CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $5,000)	1.00	LS	1.00	1.00	0.00	$5,000.00	$0.00
2	PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000)	1.00	LS	1.00	1.00	0.00	$5,000.00	$0.00
3	IMPLEMENTATION OF THE SWPPP	1.00	LS	1.00	1.00	0.00	$11,000.00	$0.00
4	RESTORATION OF EXISTING IMPROVEMENTS	1.00	LS	1.00	1.00	0.00	$10,000.00	$0.00
5	TRAFFIC CONTROL	1.00	LS	1.00	1.00	0.00	$65,000.00	$0.00
6	FLASHING ARROW SIGN	6.00	EA	6.00	6.00	0.00	$2,500.00	$0.00
7	CHANGEABLE MESSAGE SIGN	5.00	EA	7.00	5.00	2.00	$6,000.00	$12,000.00
8	SHORING OF OPEN EXCAVATIONS	1.00	LS	1.00	1.00	0.00	$15,000.00	$0.00
9	CITY PERMIT AND INSPECTION FEES (ALLOWANCE OF $15,000)	15,000.00	AL	0.00	0.00	0.00	$1.00	$0.00
10	OFFICE FACILITIES	1.00	LS	1.00	1.00	0.00	$7,500.00	$0.00
11	MOBILIZATION	1.00	LS	1.00	1.00	0.00	$130,000.00	$0.00
12	CLEARING AND GRUBBING	1.00	LS	1.00	1.00	0.00	$100,000.00	$0.00
13	ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER)	38.00	EA	38.00	38.00	0.00	$600.00	$0.00
14	CONCRETE REMOVAL (NON-REINFORCED)	2,271.00	CY	1,960.37	1,960.37	0.00	$65.00	$0.00
15	CONCRETE REMOVAL (REINFORCED)	25.00	CY	25.00	25.00	0.00	$200.00	$0.00
16	UNCLASSIFIED EXCAVATION	6,509.00	CY	5,899.35	5,886.41	12.94	$46.00	$595.24
17	STABILIZATION GEOTEXTILE	1,023.00	SY	996.44	996.44	0.00	$6.00	$0.00
18	CRUSHED MISCELLANEOUS BASE	5,465.00	CY	5,154.73	5,154.73	0.00	$55.00	$0.00
19	TRENCH BACKFILL SLURRY (CLASS 100-E-100)	40.00	CY	30.00	30.00	0.00	$150.00	$0.00
20	TRENCH BACKFILL SLURRY (CLASS 270-E-500)	153.00	CY	161.00	161.00	0.00	$220.00	$0.00
21	COLD MILL AC PAVEMENT (> 1-1/2 - 3")	819,449.00	SF	863,716.50	819,449.00	44,267.50	$0.15	$6,640.13
22	AC PAVEMENT	1,037.00	TON	750.00	750.00	0.00	$82.50	$0.00
23	AC PAVEMENT(PATCH BACK)	167.00	TON	209.75	209.75	0.00	$175.00	$0.00
24	AC PAVEMENT(DIGOUTS)	128.00	TON	262.79	262.79	0.00	$165.00	$0.00
25	AC PAVEMENT(LEVELING COURSE)	2,671.00	TON	3,227.34	2,671.00	556.34	$80.00	$44,507.20
26	RECONSTRUCT MANHOLE	12.00	EA	11.00	11.00	0.00	$3,000.00	$0.00
27	DOUBLE ADJUST MANHOLE	50.00	EA	48.00	48.00	0.00	$1,150.00	$0.00
28	PCC PAVEMENT	231.00	CY	151.09	151.09	0.00	$250.00	$0.00
29	PCC PAVEMENT (HIGH EARLY STRENGTH) OVER STORM DRAIN	225.00	CY	225.00	225.00	0.00	$290.00	$0.00
30	ASPHALT RUBBER HOT MIX	7,290.00	TON	7,325.65	7,290.00	35.65	$95.00	$3,386.75
31	ASPHALT RUBBER HOT MIX (TEST STRIP)	500.00	TON	500.00	500.00	0.00	$95.00	$0.00
32	CATCH BASIN PER STD PLAN 303,1 GRATES	1.00	EA	1.00	1.00	0.00	$3,600.00	$0.00
33	CATCH BASIN PER STD PLAN 303,2 GRATES	1.00	EA	2.00	1.00	1.00	$4,800.00	$4,800.00
34	RECONSTRUCT TOP OF EXISTING CATCH BASIN PER DETAIL D, W=3.5'	4.00	EA	5.00	5.00	0.00	$3,200.00	$0.00
35	RECONSTRUCT TOP OF EXISTING CATCH BASIN PER DETAIL D, W=7'	1.00	EA	1.00	1.00	0.00	$3,700.00	$0.00
36	RECONSTRUCT TOP OF EXISTING CATCH BASIN PER DETAIL D, W=14'	2.00	EA	3.00	2.00	1.00	$4,500.00	$4,500.00
37	RECONSTRUCT TOP OF EXISTING CATCH BASIN PER DETAIL E, W=3.5', 1 GRATE	2.00	EA	1.00	1.00	0.00	$4,000.00	$0.00
38	RECONSTRUCT LOCAL DEPRESSION PER STD PLAN 313-3, CASE E	8.00	EA	9.00	9.00	0.00	$900.00	$0.00
39	RECONSTRUCT LOCAL DEPRESSION PER STD PLAN 313-3, CASE F	2.00	EA	2.00	2.00	0.00	$700.00	$0.00
40	JUNCTION STRUCTURE PER STD PLAN 331	1.00	EA	1.00	1.00	0.00	$1,500.00	$0.00
41	MANHOLE PER STD PLAN 321	1.00	EA	1.00	1.00	0.00	$5,400.00	$0.00
42	CURB DRAIN PER STD PLAN 150, N=1, CASE 3 INLET	4.00	EA	12.00	4.00	8.00	$500.00	$4,000.00
43	CURB DRAIN PER STD PLAN 150, N=4, CASE 3 INLET	1.00	EA	3.00	1.00	2.00	$1,800.00	$3,600.00
44	PARKWAY DRAIN PER STD PLAN 151, S=12", INLET TYPE 2	2.00	EA	2.00	2.00	0.00	$3,000.00	$0.00
45	PARKWAY DRAIN PER STD PLAN 151, S=18", INLET TYPE 2	3.00	EA	3.00	3.00	0.00	$3,500.00	$0.00
46	CONCRETE BLOCK SLOUGH WALL PER STD PLAN 622	126.00	SF	130.00	126.00	4.00	$50.00	$200.00
47	PCC FOOTING FOR CONCRETE BLOCK SLOUGH WALL	3.00	CY	5.00	3.00	2.00	$750.00	$1,500.00
48	PCC CURB, TYPE A1-8	210.00	LF	210.00	210.00	0.00	$18.00	$0.00
49	PCC CURB & GUTTER, TYPE A2-6	78.00	LF	78.00	78.00	0.00	$20.00	$0.00
50	PCC CURB & GUTTER, TYPE A2-8	4,051.00	LF	5,025.00	4,326.00	699.00	$25.50	$17,824.50
51	PCC CURB & GUTTER, TYPE A2-VAR	47.00	LF	47.00	47.00	0.00	$33.00	$0.00
52	PCC CURB & GUTTER, TYPE A2-8, W=12"	1,911.00	LF	1,911.00	1,911.00	0.00	$26.00	$0.00
53	PCC CURB & GUTTER, TYPE A2-8, W=VAR	42.00	LF	60.00	42.00	18.00	$37.00	$666.00
54	PCC WALK, DRIVES & CURB RAMPS, 4" THICK	100,163.00	SF	97,764.00	97,764.00	0.00	$4.50	$0.00
55	PCC DRIVEWAYS, 6" THICK	10,639.00	SF	7,736.00	7,736.00	0.00	$6.00	$0.00
56	DETECTABLE WARNING SURFACE	1,275.00	SF	975.00	975.00	0.00	$25.00	$0.00
57	CROSS GUTTER	200.00	CY	217.00	217.00	0.00	$325.00	$0.00
58	CROSS GUTTER (MOD)	45.00	CY	45.00	45.00	0.00	$325.00	$0.00
59	ALLEY INTERSECTION	40.00	CY	31.33	31.33	0.00	$325.00	$0.00
60	18" RCP, 2000 D	4.00	LF	4.00	4.00	0.00	$300.00	$0.00
61	24" RCP, 2000 D	383.00	LF	383.00	383.00	0.00	$165.00	$0.00
62	CONCRETE BACKFILL	20.00	CY	20.00	20.00	0.00	$100.00	$0.00
63	PCC BLANKET PROTECTION FOR PIPES	1.00	CY	1.00	1.00	0.00	$750.00	$0.00
64	ABANDON EXISTING CMP AND CATCH BASIN	1.00	LS	1.00	1.00	0.00	$5,000.00	$0.00
65	2" CONDUIT (SCH 80 PVC)	2,625.00	LF	1,842.00	1,832.00	10.00	$25.00	$250.00
66	3" CONDUIT (SCH 80 PVC)	765.00	LF	871.00	765.00	106.00	$30.00	$3,180.00
67	2-PAIR DETECTOR LEAD-IN CABLE	5,015.00	LF	6,733.00	4,860.00	1,873.00	$1.00	$1,873.00
68	#6 WIRE	810.00	LF	800.00	800.00	0.00	$1.25	$0.00
69	#10 WIRE (HPSV)	2,420.00	LF	2,580.00	2,420.00	160.00	$0.70	$112.00
70	3-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT)	1,635.00	LF	1,950.00	1,635.00	315.00	$1.75	$551.25
71	5-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT)	190.00	LF	370.00	190.00	180.00	$2.25	$405.00
72	12-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT)	2,340.00	LF	2,650.00	2,340.00	310.00	$4.00	$1,240.00
73	NO. 5 PULL BOX INCL PCC COVER	10.00	EA	16.00	10.00	6.00	$590.00	$3,540.00
74	NO. 6 PULL BOX INCL PCC COVER	32.00	EA	19.00	19.00	0.00	$675.00	$0.00
75	INDUCTIVE LOOP DETECTOR AND LEADS SAW CUT	9,900.00	LF	7,324.00	2,507.00	4,817.00	$7.00	$33,719.00
76	REMOVE TYPE 1 STANDARD (COMPLETE) (EXCL. FOUND.)	4.00	EA	4.00	4.00	0.00	$300.00	$0.00
77	REMOVE TYPE 17 STANDARD (COMPLETE) (EXCL. FOUND.)	4.00	EA	4.00	4.00	0.00	$400.00	$0.00
78	REMOVE VEHICLE HEAD (COMPLETE)	4.00	EA	4.00	4.00	0.00	$150.00	$0.00
79	REMOVE TYPE 1 FOUNDATION	4.00	EA	4.00	4.00	0.00	$300.00	$0.00
80	REMOVE TYPE 17 FOUNDATION	4.00	EA	4.00	4.00	0.00	$500.00	$0.00
81	GPS UTB UNIT AND ANTENNA	2.00	EA	2.00	2.00	0.00	$1,500.00	$0.00
82	REMOVE TYPE 337 CABINET (COMPLETE)	2.00	EA	2.00	2.00	0.00	$300.00	$0.00
83	REMOVE TYPE 337 CABINET FOUNDATION	2.00	EA	2.00	2.00	0.00	$300.00	$0.00
84	INSTALL TYPE 332 CABINET	1.00	EA	2.00	1.00	1.00	$900.00	$900.00
85	TYPE 332 CABINET AND 170 ATC/HC11 CONTROLLER (COMPLETE)	2.00	EA	2.00	2.00	0.00	$12,000.00	$0.00
86	TYPE 332 CABINET FOUNDATION	1.00	EA	2.00	1.00	1.00	$1,000.00	$1,000.00
87	TYPE 1 STANDARD	3.00	EA	3.00	3.00	0.00	$600.00	$0.00
88	TYPE 15 STANDARD	7.00	EA	7.00	7.00	0.00	$2,100.00	$0.00
89	TYPE 19 STANDARD	6.00	EA	6.00	6.00	0.00	$6,000.00	$0.00
90	TYPE 1 STANDARD FOUNDATION	3.00	EA	3.00	3.00	0.00	$700.00	$0.00
91	TYPE 15 STANDARD FOUNDATION	7.00	EA	7.00	7.00	0.00	$1,500.00	$0.00
92	TYPE 19 STANDARD FOUNDATION	6.00	EA	6.00	6.00	0.00	$1,900.00	$0.00
93	25' SIGNAL MAST ARM	27.00	EA	6.00	6.00	0.00	$2,200.00	$0.00
94	8' LUMINAIRE MAST ARM	2.00	EA	2.00	2.00	0.00	$700.00	$0.00
95	12' LUMINAIRE MAST ARM	11.00	EA	11.00	11.00	0.00	$730.00	$0.00
96	100 W HPS LUMINAIRE	2.00	EA	2.00	2.00	0.00	$380.00	$0.00
97	150 W HPS LUMINAIRE	11.00	EA	11.00	11.00	0.00	$400.00	$0.00
98	PEDESTRIAN PUSH BUTTON	12.00	EA	12.00	12.00	0.00	$165.00	$0.00
99	PEDESTRIAN PUSH BUTTON PLATE	12.00	EA	12.00	12.00	0.00	$20.00	$0.00
100	RETROREFLECTIVE STREET NAME SIGN	8.00	EA	8.00	8.00	0.00	$900.00	$0.00
101	8' STRAIGHT ARM CLAMP-ON FOR STREET NAME SIGN	8.00	EA	8.00	8.00	0.00	$1,600.00	$0.00
102	3-12" LED VEHICLE HEAD (COMPLETE)	26.00	EA	26.00	26.00	0.00	$700.00	$0.00
103	LED PEDESTRIAN HEAD (COMPLETE)	16.00	EA	16.00	16.00	0.00	$600.00	$0.00
104	TREE WELL AND COVER PER STD PLAN 519, TYPE 4	3.00	EA	0.00	0.00	0.00	$425.00	$0.00
105	TREE WELL AND COVER (DECOMPOSED GRANITE)	20.00	EA	20.00	20.00	0.00	$375.00	$0.00
106	FURNISH AND PLANT 15 GALLON TREE	56.00	EA	56.00	56.00	0.00	$210.00	$0.00
107	FURNISH AND PLANT 24" BOX TREE	25.00	EA	24.00	24.00	0.00	$350.00	$0.00
108	SOD	18.00	SY	18.00	18.00	0.00	$50.00	$0.00
109	DECOMPOSED GRANITE, 3" THICK	406.00	SF	406.00	406.00	0.00	$5.00	$0.00
110	DETAIL 9 (THERMOPLASTIC)	8,500.00	LF	8,216.00	8,216.00	0.00	$0.60	$0.00
111	DETAIL 22 (THERMOPLASTIC)	2,820.00	LF	3,450.00	2,820.00	630.00	$1.25	$787.50
112	DETAIL 25 (THERMOPLASTIC)	1,810.00	LF	0.00	0.00	0.00	$0.65	$0.00
113	DETAIL 27 (THERMOPLASTIC)	150.00	LF	0.00	0.00	0.00	$2.25	$0.00
114	DETAIL 29 (THERMOPLASTIC)	280.00	LF	280.00	280.00	0.00	$2.25	$0.00
115	DETAIL 32 (THERMOPLASTIC)	5,405.00	LF	5,248.00	5,248.00	0.00	$2.25	$0.00
116	DETAIL 32 (ONE SIDE ONLY) THERMOPLASTIC	7,380.00	LF	7,380.00	7,380.00	0.00	$1.25	$0.00
117	DETAIL 38 (THERMOPLASTIC)	2,225.00	LF	2,135.00	2,135.00	0.00	$1.00	$0.00
118	DETAIL 39 (THERMOPLASTIC)	7,700.00	LF	7,755.00	7,700.00	55.00	$1.00	$55.00
119	DETAIL 39A (THERMOPLASTIC)	860.00	LF	976.00	860.00	116.00	$1.00	$116.00
120	DETAIL 40 (THERMOPLASTIC)	80.00	LF	0.00	0.00	0.00	$2.00	$0.00
121	PAVEMENT MARKINGS (THERMOPLASTIC)	3,000.00	SF	3,132.00	2,798.00	334.00	$3.30	$1,102.20
122	4" STRIPING (THERMOPLASTIC)	1,244.00	LF	1,188.00	1,188.00	0.00	$1.00	$0.00
123	12" STRIPING (THERMOPLASTIC)	2,810.00	LF	4,338.00	2,810.00	1,528.00	$3.00	$4,584.00
124	24" STRIPING (THERMOPLASTIC)	520.00	LF	758.00	520.00	238.00	$6.00	$1,428.00
125	CURB MARKINGS (ONE-COAT PAINT)	2,537.00	LF	2,392.00	2,392.00	0.00	$2.00	$0.00
126	INSTALL FIRE HYDRANT LOCATION RPM	70.00	EA	44.00	41.00	3.00	$10.00	$30.00
127	REMOVE DETAIL 8	5,710.00	LF	0.00	0.00	0.00	$1.00	$0.00
128	REMOVE DETAIL 31	50.00	LF	0.00	0.00	0.00	$2.00	$0.00
129	REMOVE DETAIL 38	100.00	LF	0.00	0.00	0.00	$2.00	$0.00
130	REMOVE PAVEMENT MARKINGS (PAINT)	464.00	SF	78.00	78.00	0.00	$2.00	$0.00
131	REMOVE 12" STRIPING (PAINT)	90.00	LF	260.00	90.00	170.00	$2.00	$340.00
S-01	POTHOLING UNDER 5' DEEP		STIP	33.00	33.00	0.00	$300.00	$0.00
S-02	POTHOLING OVER 5' DEEP		EA	3.00	3.00	0.00	$500.00	$0.00
S-03	REPAIR DOMESTIC WATER SERVICE LINES		T&M	9,992.16	9,992.16	0.00	$1.00	$0.00
S-04	CONCRETE COLLARS		EA	2.00	2.00	0.00	$1,750.00	$0.00
S-05	AC PAVEMENT (PATCH BACK) OVER 125%		TON	742.25	742.25	0.00	$165.00	$0.00
S-06	PCC PAVEMENT RESTORATION DETAIL		LS	1.00	1.00	0.00	$0.00	$0.00
S-07	GOLDEN STATE WATERLINE LEAK		T&M	3,386.02	3,386.02	0.00	$1.00	$0.00
S-08	MODIFY TYPE 15TS STANDARD AND INSTALL STRAIGHT LUMINAIRE MAST ARM		LS	1.00	0.00	1.00	$6,500.00	$6,500.00
S-09	RECONSTRUCTION OF FAILED PAVEMENT		LS	1.00	0.00	1.00	$7,000.00	$7,000.00
S-10	MISCELLANEOUS ELECTRICAL WORK AT VARIOUS LOCATIONS		LS	1.00	0.00	1.00	$6,000.00	$6,000.00
S-11	TIME EXTENSION		WD	1.00	0.00	1.00	$0.00	$0.00

DEDUCTION DETAIL

Description	Unit	Total Qty.	Previous Qty.	Unit Price	Current Amount
OVERTIME INSPECTION	HOUR	3.00	3.00	$100.00	$0.00
LIQUIDATED DAMAGES	DAY	0.00	0.00	$1,000.00	$0.00
LABOR COMPLIANCE	VIOLATION	0.00	0.00	$25.00	$0.00
AFFIRMATIVE ACTION	VIOLATION	0.00	0.00	$200.00	$0.00
BEST MANAGEMENT PRACTICE	VIOLATION	0.00	0.00	$1,000.00	$0.00
SCHEDULE UPDATE	MONTHLY	0.00	0.00	$250.00	$0.00

FINANCIAL SUMMARY

	Total	Previous	Current
Earned	$4,236,542.36	$4,057,609.59	$178,932.77
Retained*	$211,327.11	$202,380.48	$8,946.63
Deducted	$300.00	$300.00	$0.00
Due	$4,024,915.25	$3,854,929.11	$169,986.14

*The term "As-Built" used by the Department of Public Works in combination with the Engineer's Monthly Estimate process indicates that the project has been field accepted and that the pay quantities and deductions as detailed above are FINAL. Unless a certified letter is received by this office within 14 calendar days disputing the amounts shown, an acceptance letter will be filed with the Board of Supervisors authorizing the release of retention.

*This project has an escrow account.

	Contact Office Engineer	Colin S McCarter (626) 458-7892
	Contractor Copy

P Please consider the environment before printing this report.