Attachment B - Water Pipe Replacement.xls

XLS spreadsheet 80 KB Posted Jan 26, 2023

Attached to: Water Piping Infrastructure for the Armed Forces Retirement Home - Washington, D. C.
Solicitation number: RFP-AFRCRO-FAC-23-0003
Issued by: Department of the Treasury Bureau of the Fiscal Service

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File	Type	Posted
Attachment A - AFRH-WaterSewer Replacement.pdf	PDF	Jan 26, 2023
RFP-AFRCRO-FAC-23-003.pdf	PDF	Jan 26, 2023
Attachment C - SF 1019A - Subcontracting Plan (3-22).docx	DOCX document	Jan 26, 2023

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5-21-19

Attachment B
Water Distribution System Replacement Campus West Side
ESTIMATED INSTALLED COST OF C900/C905 PVC PIPE Fittings:
Material	Quantity	Material Cost		Install Rate	Labor & Equipment Cost			Total Installed Cost
	#	($/#)	(Total $)	(#/HR)	($/HR)	(Total $)			(Total $)
8 x 8 x 2 Tee (D-D-D) 294	1			2					$0.00
8 x 8 x 8 Tee (D-D-D) 110	3			2					$0.00
12 x 12 x 4 Tee (D-D-D) 67	7			2					$0.00
12 x 12 x 8 Tee (D-D-D) 295	1			2					$0.00
4, 45 Bend	10			5					$0.00
4, 90 Bend (D) 70	3			5					$0.00
8, 45 Bend	5			5					$0.00
12, 45 Bend	3			5					$0.00
12, 90 Bend (D-D) 150	1			2					$0.00
12, Pipe - Ftg, Valve JR (D) 68	2			5					$0.00
8, Pipe - Ftg, Valve JR (D) 30	6			5					$0.00
4, Pipe - Ftg, Valve JR (D) 15	8			5					$0.00
3/4", Pipe - Ftg, Valve	15			5					$0.00
		Total	$0.00		Total	$0.00		Total	$0.00
ESTIMATED INSTALLED COST OF C900/C905 PVC PIPE:
Pipe Size	Total Length	Material Cost		Install Rate	Labor & Equipment Cost			Backfill Cost		Total Installed Cost
(IN)	(LF)	($/LF)	(Total $)	(LF/HR)	($/LF)	(Total $)		($/LF)	(Total $)	($/LF)	(Total $)
3/4"	750			200			$ 14.97			$0.00	$ - 0
2				175			$ 14.97			$0.00	$ - 0
4	3,500			150			$ 14.97			$0.00	$ - 0
6				125			$ 17.16			$0.00	$ - 0
8	1,750			115			$ 19.45			$0.00	$ - 0
10				100			$ 21.67			$0.00	$ - 0
12	2,500			100			$ 24.00			$0.00	$ - 0
		Total	$ - 0		Total	$ - 0		Total	$ - 0	Total	$ - 0
ESTIMATED CONSTRUCTION EQUIPMENT RENTAL AND MISC.
Material	Quantity	Unit	Material Cost		Install Rate			Labor & Equipment Cost		Total Installed Cost
	#		($/#)	(Total $)	(HR)			($/HR)	(Total $)		(Total $)
Excavator	1				2080
Track Skid Steer	1				2080
Grass Seed	20	Bags			40
Straw	200	Bails			40
			Total	$0.00				Total	$0.00	Total	$0.00
ESTIMATED RECONSTRUCTION COST OF ASPHALT ROADS AND RETAINING WALL:
Material	Quantity	Unit	Material Cost		Install Rate			Labor & Equipment Cost		Total Installed Cost
	#		($/#)	(Total $)	(HR)			($/HR)	(Total $)		(Total $)
Hot mix asphalt and concrete aggregate surfacing	3000	Sq. Ft.									$0.00
Asphaltic Labor, Basic					160						$0.00
Surface preparation material, sealant	3000	Sq. Ft.									$0.00
Asphaltic Equipment Allowance	1	Item									$0.00
			Total	$0.00				Total	$0.00	Total	$0.00
					Project SubTotal	$0.00
					Project Misc. Supplies, Parts, Fuel and Rentals; 15%	$0.00
					Project Total	$0.00
					Locality Adjustment 7%	$0.00
					Overhead 10%	$0.00
					Profit 8.5%	$0.00
					Sub-Total	$ - 0
					Contingency 25%	$ - 0
					Total	$ - 0

Cost Tables

Pipe Material Cost:					Install Rates:
Diameter	PVC C900/905	Ductile Iron	PVC C905	Ductile Iron	Diameter	PVC C900/905	Ductile Iron
	DR 18 Pipe	PC 350 Pipe	DR 25 Pipe	PC 250 Pipe
(IN)	($/LF)	($/LF)	($/LF)	($/LF)	(IN)	(LF/HR)	(LF/HR)
4	$1.88	$9.00			4	150	100
6	$3.68	$14.74			6	125	100
8	$6.30	$18.38			8	115	100
10	$9.59	$23.75			10	100	90
12	$13.51	$30.43			12	100	85
14	$17.51	$40.30	$13.44		14	80	70
16	$24.06	$50.17	$17.51	$43.73	16	64	58
18	$30.32	$62.38	$22.08	$50.59	18	56	50
20	$37.42		$27.23	$58.30	20	50	45
24	$53.80		$39.32	$65.93	24	40	35
30					30
36					36
42					42
48					48
Notes:
1. PVC pipe prices obtained on 2/7/11 and represent JM Eagle Block 45
2. Ductile Iron pipe prices obtained 2/7/11
3. All stated prices are marked up 20% to accomadate distribution margins and market price fluctuations
4. PVC C900 referrs to 4" - 12" diameter pipe					Backfill Cost & Scenario:
5. PVC C905 referrs to 14" - 48" diameter pipe					3" Bedding Only			0.00	$/Ton
6. DR 18 PVC pipe rated at 235 psi					Springline of Pipe (1/2 Dia)			0	Density (LBS/FT^3)
7. DR 25 PVC pipe rated at 165 psi					Top of Pipe			or
8. Ductile Iron PC 350 pipe is rated at 350 psi					6" Above Top of Pipe			0.00	$/CY
9. Ductile Iron PC 250 pipe is rated at 250 psi					12" Above Top of Pipe
								0.00
Labor & Equipment Cost:
Item		Qty (EA)	Unit Cost ($/LF)	Extended Cost ($/LF)	Diameter (IN)	OD (IN)	3" Bedding Only	Springline of Pipe (1/2 Dia)	Top of Pipe	6" Above Top of Pipe	12" Above Top of Pipe
Laborer		3	$40.42	$121.26	4	4.80	0.02	0.06	0.08	0.12	0.16
Operator		3	$54.81	$164.43	6	6.90	0.02	0.07	0.09	0.14	0.19
Foreman1		1	$62.03	$62.03	8	9.05	0.03	0.08	0.11	0.16	0.21
CAT 330 Excavator		2	$120.00	$240.00	10	11.10	0.03	0.09	0.13	0.18	0.24
CAT 966G Wheel Tire Loader		1	$71.00	$71.00	12	13.20	0.03	0.10	0.15	0.21	0.26
Notes:			Total ($/HR):	$658.72	14	15.30	0.03	0.11	0.17	0.23	0.29
1. Foreman rate equals Operator rate plus 15%					16	17.40	0.03	0.13	0.19	0.25	0.32
2. Labor rates based on RS Means: Labor Rate for Construction Industry, 36th Edition					18	19.50	0.03	0.14	0.21	0.28	0.34
3. Equipment rates based on Rental Rate Blue Book for Construction Equipment, Volume 1					20	21.60	0.04	0.15	0.23	0.30	0.37
					24	25.80	0.04	0.17	0.27	0.35	0.43
					30	32.00	0.04	0.21	0.34	0.43	0.51
					36	38.30	0.05	0.25	0.41	0.51	0.61
					42	44.50	0.05	0.30	0.49	0.60	0.70
					48	50.80	0.06	0.34	0.57	0.69	0.80

File details come from the government source that posted it. Updated Jan 26, 2023.