ESTIMATE -PROPOSED RESIDENCE FOR Z&N GINDI (2) - Copy - Copy - Copy.xlsx

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3	PROJECT ID: PROPOSED RESIDENCE FOR Z&N GINDI 29 JM LYNCH DRIVE, LONG BRANCH, NEW JERSEY
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6						Date:	27-Mar-26
7	ITEM #	DWG. #	DESCRIPTION	QUANTITY	UNIT	UNIT COST (Labor+ Material)	TOTAL COST (Labor+ Material)	TRADE COST
8	1		GENERAL REQUIREMENTS
9	1		Supervision (5%)	1.00	LS	0.00	$0
10	2		Permits (5%)	1.00	LS	0.00	$0
11	3		Final Cleanup (0.2 Per SF)	1.00	LS	0.00	$0
12	4		Mobilization Costs (5%)	1.00	LS	0.00	$0
13	5		Project Overheads (7.3%)	1.00	LS	0.00	$0
14	6		Bonds (8%)	1.00	LS	0.00	$0
15	7		Temporary Control & Facilities (5%)	1.00	LS	0.00	$0
16			Subtotal (General Requirements)					$0
17	3		Division 03 — Concrete
18			FOOTING
19	8		20" WIDE X 12" THICK. CONCRETE FTG. W/3- #5 BARS WIRED CONTINUOSLY	15.60	CY	800.00	$12,480
20	9		24" WIDE X 12" THICK CONT. FOOTING (3) #4 @ 48" O/C TRANSVERSE	11.38	CY	800.00	$9,104
21	10		16"X8" THK. CONCRETE FTG. W/2- #5 BARS	3.57	CY	800.00	$2,856
22	11		3'6" WIDE X 12" THICK CONC. MAT FOOTING W/ #4 BARS AT 12" O/C BOT. EA. WAY	2.41	CY	800.00	$1,931
23	12		5' WIDE X 16" THICK CONC. FOOTING LERGE WINDOW WELL (RETAINING WALL)	6.48	CY	800.00	$5,185
24	13		20" WIDE X 12" THICK CONC. FOOTING (RETAINING WALL(ASSUMED=> AS NO DETAILS GIVEN))	0.91	CY	800.00	$727
25	14		20"X8" THK. CONCRETE FTG. W/2- 5 BARS	0.49	CY	800.00	$396
26	15		F-3 => C-1 FOOTING	26.90	SQ FT	850.00	$22,865
27	16		F-5 => C-1 FOOTING	25.00	SQ FT	850.00	$21,250
28			FOUNDATION WALLS
29	17		8" THK CONC BLK FNDT ON 20"X12" THK. CONCRETE FTG. W/3- #5 BARS WIRED CONTINUOSLY	9.88	CY	800.00	$7,903
30	18		8" THK CONC BLK FNDT ON 16"X8" THK. CONCRETE FTG. W/2- #5 BARS	10.21	CY	800.00	$8,171
31	19		8" THK CONC BLK FNDTN ON 12" THICK CONC. MAT FOOTING W/ #4 BARS AT 12" O/C BOT. EA. WAY	2.45	CY	800.00	$1,962
32	20		12" THICK CONCRETE BLK FNDT ON 24"X12" THICK CONCRETE FTG. ( 3' HIGH)	1.51	CY	800.00	$1,209
33	21		8" THK CONC BLK FNDT ON 16"X8" THK. CONCRETE FTG. W/2- #5 BARS	10.07	CY	800.00	$8,053
34	22		12" THK CONC BLK FNDT ON 20"X8" THK. CONCRETE FTG. W/2- 5 BARS	3.37	CY	800.00	$2,699
35			SLAB & OTHER
36	23		2" THK CONC SLAB OVER 6 MILL VAPOR BARRIER	2.10	CY	800.00	$1,680
37	24		4" THK CONC SLAB ON COMPACTED FILL W/6 MILL VAPOR BARRIER	14.26	CY	800.00	$11,410
38	25		4" THICK CONCRETE HEARTH	0.09	CY	800.00	$73
39	26		4" THICK CONC SLAB ON COMPACTED FILL W/6 MILL VAPOR BARRIER	6.66	CY	800.00	$5,326
40	27		4" THK CONC SLAB W/6 MILL VAPOR BARRIER	15.61	CY	800.00	$12,490
41	28		Roof Area- 4" THK CONC SLAB ON GRADE OVER 6 MILL VAPOR BARRIER (3" SLOPE)	4.23	CY	800.00	$3,386
42	29		4" THICK CONC SLAB ON COMPACTED FILL W/6 MILL VAPOR BARRIER	0.03	CY	800.00	$24
43			ROTATE BLOCKING TO CREATE SHELF, FILL SOLID W/ CONCRETE	0.77	CY	800.00	$616
44			BOND BEAM
45			CONT. BOND BEAM W/ 2- #4 BARS	2.07	CY	870.00	$1,801
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47			Subtotal (General Requirements)					$143,596
48	4		Division 04 — Masonry
49			CMU
50			12" CMU WALL FULLY GROUTED W/ #6 @ 32" O/C VERT. OFFSET 2 1/2" FROM INSIDE FACE OF CMU WALL	1282.88	SQ FT	35.00	$44,901
51			12" CMU WALL AT LERGE WINDOW WELL	227.50	SQ FT	18.00	$4,095
52			8" CMU WALL FULLY GROUTED W/ #4 @24" CENTERED IN WALL	127.49	SQ FT	35.00	$4,462
53			STONE FLOORING
54			STONE FLOORING ABOVE CONCRETE SLAB	1156.40	SQ FT	17.83	$20,619
55			EXTERIOR STONE WORK
56			STONE WORK	375.00	SQ FT	38.23	$14,336
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58			Subtotal (Masonry)					$88,413
59	5		Division 05 — Metals
60			BEAMS
61	37		W10X22 BEAM	36.90	FT	44.00	$1,624
62	38		W12X96 OR W14X74 OR W16X57 BEAM (TOP FLUSH)	21.86	FT	125.00	$2,733
63	39		W12X26 (DROPPED) BEAM	14.88	FT	52.00	$774
64	40		W10X30 (FLUSH) BEAM	46.26	FT	60.00	$2,776
65	41		W10X22 (FLUSH) BEAM	37.77	FT	44.00	$1,662
66			COLUMN
67	42		C-1 (HSS 4X4X3/8)	18.00	EA	350.00	$6,300
68	43		6"X6" COLUMNS	2.00	EA	480.00	$960
69			Miscellaneous
70	44		HD-2	11.00	EA	4.00	$44
71	45		HD-1 (SIMPSON CS16 STRAP TIE 14" END LENGTH ( USE 2 STRAPS AT WALL CORNERS)	6.00	EA	4.00	$24
72			1/2" DIA. X 18" L. ANCHOR BOLTS TWO PER COL W/ SIMPSON BPS 1/2-3 PLATES	40.00	EA	8.00	$320
73	47		3/4" X 2 1/2" X 12" BRUSHED STAINLESS STEEL PLATE	7.00	EA	25.00	$175
74	48		18-8 1/2" X 3 1/2" LAG BOLT (2 PER PLATE)	14.00	EA	8.00	$112
75			STAIR RAILING
76	49		1"X2" BRUSHED STAINLESS STEEL BARS RAILING	48.20	RFT	155.00	$7,471
77			ROOF DRAIN
78	50		ROOF DRAIN	13.00	EA	35.00	$455
79			STEEL LADDERS DN. TO LOWER ROOF
80	51		STEEL LAADERS	2.00	EA	120.00	$240
81			LINTEL
82	52		L-1	7.22	FT	5.00	$36
83			RAIN SCREEN
84	53		ALUM COMPOSITE PANELS (RAIN SCREEN)	2360.00		5.00	$11,800
85			Subtotal (Metals)					$37,504
86	6		Division 06 — Wood and Plastics
87			WOODEN JOISTS
88	54		11 7/8" T JI'S 360 @16" O.C (3251.92 SQ FT)	2480.20	FT	6.00	$14,881
89	55		2X10'S @ 16" O.C (1748.01 SQ FT)	1391.60	FT	6.00	$8,350
90	56		2X12'S @16" O.C (497.61 SQ FT)	376.60	FT	7.00	$2,636
91	57		2X10'S @12" O.C (71.31 SQ FT)	63.70	FT	6.00	$382
92	58		1 3/4" X 11 7/8" LVL @ 16" O.C (1091.77 SQ FT)	830.90	FT	6.00	$4,985
93			STUD WALLS				$0
94	59		2X6'S STUD WALLS @ 16" O.C.(1033.76 SQ FT)	777.26	FT	4.00	$3,109
95	60		2X6'S STUD WALLS @ 16" O.C.(330.3625 SQ FT)	248.39	FT	4.00	$994
96	61		2X6'S STUD WALLS @ 16" O.C.(1386.639 SQ FT)	1042.59	FT	4.00	$4,170
97	62		2X6'S STUD WALLS @ 16" O.C.(448.0625 SQ FT)	336.89	FT	4.00	$1,348
98	63		2X6'S STUD WALLS @ 16" O.C.(65.9502 SQ FT)	49.59	FT	4.00	$198
99	64		2X6'S STUD WALLS @ 16" O.C.(343.74 SQ FT)	258.45	FT	4.00	$1,034
100	65		2X6'S STUD WALLS @ 16" O.C.(241.5 SQ FT)	181.58	FT	4.00	$726
101	66		2X6'S STUD WALLS @ 16" O.C.(299.0946 SQ FT)	224.88	FT	4.00	$900