Payment Report

Los Angeles County Public Works
Project Management Division III
As-Built 21

Project Name:	South Whittier Los Nietos - Keith Drive, et al.
Contractor:	R. J. Noble Company
	P.O. Box 620
	Orange, CA 92856

Project ID:	RMD4408001
Federal Number(s):	None
Original Contract:	$11,848,831.05
Awarded:	9/24/2019
Period Ending:	2/3/2022
Board Accepted:	12/21/2021

Item No.	Description	Bid Qty	Units	Total Qty.	Previous Qty.	Current Qty.	Unit Price	Current Amount
1	CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $2,000)	1.00	LS	1.00	1.00	0.00	$2,000.00	$0.00
2	CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH)	24.00	MTH	20.00	19.00	1.00	$500.00	$500.00
3	CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000)	1.00	LS	1.00	0.00	1.00	$1,000.00	$1,000.00
4	IMPLEMENTATION OF THE LTWHP	1.00	LS	1.00	1.00	0.00	$40,000.00	$0.00
5	PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000)	1.00	LS	1.00	1.00	0.00	$5,000.00	$0.00
6	IMPLEMENTATION OF THE SWPPP	1.00	LS	1.00	1.00	0.00	$16,000.00	$0.00
7	OFFICE FACILITIES	24.00	MTH	20.00	20.00	0.00	$500.00	$0.00
8	MOBILIZATION	1.00	LS	1.00	1.00	0.00	$75,000.00	$0.00
9	CLEARING AND GRUBBING	1.00	LS	1.00	1.00	0.00	$30,000.00	$0.00
10	ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER)	92.00	EA	82.00	82.00	0.00	$1,275.00	$0.00
11	STUMP REMOVAL ONLY (6"-12" DIAMETER)	1.00	EA	1.00	1.00	0.00	$210.00	$0.00
12	STUMP REMOVAL ONLY (13"-24" DIAMETER)	55.00	EA	55.00	55.00	0.00	$375.00	$0.00
13	STUMP REMOVAL ONLY (25"+ DIAMETER)	29.00	EA	29.00	29.00	0.00	$500.00	$0.00
14	CONCRETE REMOVAL (NON-REINFORCED)	3,119.00	CY	3,311.04	3,311.04	0.00	$156.00	$0.00
15	CONCRETE REMOVAL (REINFORCED)	3.00	CY	10.73	10.73	0.00	$1,800.00	$0.00
16	UNCLASSIFIED EXCAVATION	3,316.00	CY	5,010.92	5,010.92	0.00	$138.00	$0.00
17	UNCLASSIFIED EXCAVATION (ROADWAY)	28,831.00	CY	28,631.00	28,631.00	0.00	$72.00	$0.00
18	CRUSHED MISCELLANEOUS BASE	4,205.00	CY	5,036.54	5,036.54	0.00	$105.00	$0.00
19	TRENCH BACKFILL SLURRY (CLASS 270-E-500)	50.00	CY	12.95	12.95	0.00	$177.00	$0.00
20	CEMENT STABILIZED PULVERIZED BASE, 8" THICK	88,314.00	SY	88,164.00	88,164.00	0.00	$4.90	$0.00
21	CEMENT STABILIZED PULVERIZED BASE, 12" THICK	71,639.00	SY	71,634.00	71,634.00	0.00	$5.10	$0.00
22	PORTLAND CEMENT FOR CSPB	4,598.00	TON	3,190.10	3,190.10	0.00	$152.00	$0.00
23	PRIME/TACK COAT FOR CSPB	32,009.00	GAL	24,835.25	24,835.25	0.00	$0.45	$0.00
24	COLD MILL AC PAVEMENT (0 - 1-1/2")	54,495.00	SF	52,385.00	52,385.00	0.00	$0.32	$0.00
25	AC PAVEMENT	22,669.00	TON	22,302.99	22,302.99	0.00	$70.00	$0.00
26	AC PAVEMENT(PATCH BACK)	23.00	TON	22.87	22.87	0.00	$315.00	$0.00
27	AC PAVEMENT (PATCH BACK) TEMP	386.00	TON	386.00	386.00	0.00	$315.00	$0.00
28	AC PAVEMENT (SPEED CUSHION)	16.00	TON	16.00	16.00	0.00	$475.00	$0.00
29	RECONSTRUCT MANHOLE	155.00	EA	143.00	143.00	0.00	$1,800.00	$0.00
30	DOUBLE ADJUST MANHOLE	2.00	EA	2.00	2.00	0.00	$800.00	$0.00
31	PCC PAVEMENT	1,281.00	CY	1,340.00	1,340.00	0.00	$390.00	$0.00
32	ASPHALT RUBBER HOT MIX	13,531.00	TON	13,254.46	13,254.46	0.00	$90.00	$0.00
33	ASPHALT RUBBER HOT MIX (TEST STRIP)	500.00	TON	500.00	500.00	0.00	$107.00	$0.00
34	RECONSTRUCT INLET PER DETAIL ON SHEET 79	1.00	EA	1.00	1.00	0.00	$33,000.00	$0.00
35	RECONSTRUCT LOCAL DEPRESSION PER STD PLAN 313-3	1.00	EA	0.00	0.00	0.00	$3,700.00	$0.00
36	CATCH BASIN PER STD PLAN 300, W=3	2.00	EA	4.00	4.00	0.00	$8,000.00	$0.00
37	JUNCTION STRUCTURE PER STD PLAN 333	2.00	EA	2.00	2.00	0.00	$2,600.00	$0.00
38	CURB DRAIN PER STD PLAN 150, N=1, CASE 3 INLET	19.00	EA	0.00	0.00	0.00	$1,250.00	$0.00
39	CURB DRAIN PER STD PLAN 150, N=2, CASE 3 INLET	1.00	EA	0.00	0.00	0.00	$1,250.00	$0.00
40	CONCRETE SLOUGH WALL	5.00	CY	4.28	4.28	0.00	$1,500.00	$0.00
41	PCC CURB, TYPE A1-VAR	16.00	LF	19.00	19.00	0.00	$23.00	$0.00
42	PCC CURB & GUTTER, TYPE A2-6	9,226.00	LF	8,374.00	8,374.00	0.00	$33.00	$0.00
43	PCC CURB & GUTTER, TYPE A2-8	16,059.00	LF	21,097.50	21,097.50	0.00	$37.00	$0.00
44	PCC CURB & GUTTER, TYPE A2-VAR	15.00	LF	0.00	0.00	0.00	$28.00	$0.00
45	PCC CURB & GUTTER, TYPE A3-6	106.00	LF	106.00	106.00	0.00	$34.00	$0.00
46	PCC CURB & GUTTER, TYPE A3-8	63.00	LF	78.00	78.00	0.00	$34.00	$0.00
47	LONGITUDINAL GUTTER	342.00	CY	326.14	326.14	0.00	$495.00	$0.00
48	PCC WALK & DRIVEWAYS, 4" THICK	64,556.00	SF	99,034.50	99,034.50	0.00	$6.35	$0.00
49	PCC CURB RAMPS	252.00	CY	239.92	239.92	0.00	$675.00	$0.00
50	PCC WALK & DRIVEWAYS, 6" THICK	315.00	SF	1,295.50	1,295.50	0.00	$9.50	$0.00
51	DETECTABLE WARNING SURFACE	2,277.00	SF	1,887.00	1,887.00	0.00	$43.00	$0.00
52	CROSS GUTTER	475.00	CY	445.11	445.11	0.00	$370.00	$0.00
53	CROSS GUTTER (MOD)	53.00	CY	21.48	21.48	0.00	$370.00	$0.00
54	ALLEY INTERSECTION	142.00	CY	142.00	142.00	0.00	$370.00	$0.00
55	METAL HAND RAILINGS PER STD PLAN 606	213.00	LF	235.00	235.00	0.00	$180.00	$0.00
56	18" RCP, 1500 D	102.00	LF	102.00	102.00	0.00	$525.00	$0.00
57	NO. 6 PULL BOX INCL PCC COVER	2.00	EA	2.00	2.00	0.00	$900.00	$0.00
58	INSTALL FIRE HYDRANT LOCATION RPM	64.00	EA	64.00	64.00	0.00	$15.00	$0.00
59	TRAFFIC CONTROL	1.00	LS	1.00	1.00	0.00	$370,000.00	$0.00
60	FURNISH AND PLANT 15 GALLON TREE	92.00	EA	0.00	0.00	0.00	$370.00	$0.00
61	SOD	1,649.00	SY	27.00	27.00	0.00	$69.00	$0.00
62	RED BRICK WITH MORTAR PER DETAIL A ON SHEET 15	41.00	SF	41.00	41.00	0.00	$50.00	$0.00
63	RIVER ROCK PAVING	488.00	SF	493.00	493.00	0.00	$32.00	$0.00
S-1	TEST 20 SOIL SAMPLES		LS	1.00	1.00	0.00	$26,000.00	$0.00

DEDUCTION DETAIL

Description	Unit	Total Qty.	Previous Qty.	Current Qty.	Unit Price	Current Amount
OVERTIME INSPECTION	HOUR	0.00	0.00	0.00	$100.00	$0.00
LIQUIDATED DAMAGES	DAY	0.00	0.00	0.00	$2,000.00	$0.00
LABOR COMPLIANCE	VIOLATION	0.00	0.00	0.00	$25.00	$0.00
AFFIRMATIVE ACTION	VIOLATION	0.00	0.00	0.00	$200.00	$0.00
BEST MANAGEMENT PRACTICE	VIOLATION	0.00	0.00	0.00	$1,000.00	$0.00
SCHEDULE UPDATE	MONTHLY	0.00	0.00	0.00	$250.00	$0.00
LOCAL TARGATED WORKER HIRING PROGRAM	STIP	9,209.00	19,000.00	-9,791.00	$1.00	($9,791.00)

FINANCIAL SUMMARY

	Total	Previous	Current
Earned	$12,110,007.49	$12,108,507.49	$1,500.00
Retained	$605,500.39	$605,425.39	$75.00
Deducted	$9,209.00	$19,000.00	($9,791.00)
Due	$11,495,298.10	$11,484,082.10	$11,216.00

*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.

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