Attachment J-7.A.1 Illustrative Task Order 1 Cost Proposal Forms.xls

XLS spreadsheet 112 KB Posted Apr 7, 2008

Attached to: Infrastructure Needs Program
Solicitation number: RFP294-2008-003
Issued by: US Agency for International Development West Bank and Gaza

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Attachment J-7A.1

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File	Type	Posted
Amendment 4 to RFP 294-2008-003.doc	DOC document	Apr 30, 2008
Amendment 3 to RFP 294-2008-003.doc	DOC document	Apr 24, 2008
Amendment 2 to RFP 294-2008-003.doc	DOC document	Apr 22, 2008
Attachment J-7.B.2 Illustrative Task Order 2 Drawings.pdf	PDF	Apr 7, 2008
Attachment J-1 Background.doc	DOC document	Apr 7, 2008
Attachment J-7.B Illustrative Task Order 2.doc	DOC document	Apr 7, 2008
Attachment J-6 Disclosure of Lobbying Activities.doc	DOC document	Apr 7, 2008
INP RFP 294-2008-003.doc	DOC document	Apr 7, 2008
Attachment J-7.B.1 Illustrative Task Order 2 Cost Proposal Forms.xls	XLS spreadsheet	Apr 7, 2008
Attachment J-3 Environmental Threshold Decision INP.pdf	PDF	Apr 7, 2008
Attachment J-7 Illustrative Task Orders Intro.doc	DOC document	Apr 7, 2008
Attachment J-7.A Illustrative Task Order 1.doc	DOC document	Apr 7, 2008
Attachment J-4 Geographic Codes.doc	DOC document	Apr 7, 2008
Attachment J-2 Mission_Order_21.pdf	PDF	Apr 7, 2008
Attachment J-5 Contractor Performance Report	—	Apr 7, 2008

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Illustrative Task Order

Cost Proposal Form A-1-1 (Works & Materials) of Illustrative Task Order No. 1 of RFP 294-2008-003
Proposed unit costs (as of the date of issuance of this RFP) must be provided for each item in the list below. Indicative quantities/volumes are provided for pricing purposes only. Total costs are not required, and if furnished, will be ignored. The information provided on this and other Annex A-1 forms will serve as an element of the Offeror's cost proposal for Illustrative Task Order No.1 and will have a dual purpose. The first purpose will be to provide USAID a basis for comparing the various costs proposed by the various Offerors. The second and equally important purpose of the cost proposal will be to provide USAID points of reference that it can use in evaluating proposals received under actual RFTOPs under awarded INP IQCs. Given this latter purpose, Offerors are cautioned to be realistic in preparing their cost proposals.
Item	Description: Work performed to the Hashemite Kingdom of Jordan - Specifications for Highway and Bridge Construction	Unit	Quantity to use in pricing unit cost	Proposed Installed / In-place Unit Cost in US$
	Excavation and Earthworks
1	Excavation and Removal after exhausting all on-site use options	Cu m	8,500
2	Ditch Excavation	Cu m	150
	Embankment Construction
3	Subgrade Replacement (200 mm)	Cu m	1,600
4	Filling Layers (200 mm)	Cu m	500
5	Topping (Selected material)	Cu m	1,800
	Site Cleaning
6	Remove Existing Dumped Materials	Cu m	80
7	Pulverization	Cu m	3,500
	Installed Sub-base and Base-course layers
8	Sub-Base 150 mm thick	Sq m	8,000
9	Sub-Base 200 mm thick,	Sq m	36,000
10	Base Course 100 mm thick,	Sq m	8,000
11	Base Course 150 mm thick,	Sq m	72,000
12	Base Course 200 mm thick,	Sq m	8,000
	Bituminous Construction (Supply and use)
13	Pime coat (MC-70)	Sq m	36,000
14	Tack coat (RC-70 or RC-250)	Sq m	40,000
	Bituminous Wearing Course (supply and use)
15	40 mm thick bituminous wearing course	Sq m	36,000
16	50 mm thick bituminous wearing course	Sq m	36,000
17	60 mm thick bituminous wearing course	Sq m	36,000
	Bituminous Binder Course (supply and use)
18	50 mm thick bituminous binder course	Sq m	36,000
19	60 mm thick bituminous binder course	Sq m	36,000
20	70 mm thick bituminous binder course	Sq m	36,000
21	30mm - 3/8" asphalt wearing course for sidewalks	Sq m	4,000
	Asphalt Patching and leveling course
22	Replace damaged areas in the existing roads,	Sq m	350
23	Hot Asphalt mix . for patching and leveling course	Tonne	10
	Asphalt Milling
24	Miling of existing asphalt up to 20mm	Sq m	200
25	Ditto but 30mm thick.	Sq m	200
26	Ditto but 40mm thick.	Sq m	200
27	Ditto but 50mm thick.	Sq m	200
	Road Crossings
	Supplying and laying reinfrced concrete pipes
28	600 mm dia. R.C. concrete pipe	L.m	80
29	800 mm dia. R.C. concrete pipe .	L.m	80
30	1000 mm dia. R.C. concrete pipe.	L.m	80
	Stormwater Drainage Pipes
	Supplying and laying reinfrced concrete pipes
31	300 mm dia R.C. pipe	L.m	480
32	400 mm dia R.C. pipe	L.m	480
33	500 mm dia R.C. pipe	L.m	480
34	600 mm dia R.C. pipe	L.m	480
35	750 mm dia R.C. pipe	L.m	1,800
36	800 mm dia R.C. pipe	L.m	1,800
37	900 mm dia R.C. pipe	L.m	1,800
38	1000 mm dia R.C. pipe	L.m	1,800
	Drainage Manholes and Inlets
	Supply and install precast Manhole size 1X1 m
39	Depth not exceeding 2.5 m	Each	80
40	Depth not exceeding 3.5 m	Each	80
41	Depth not exceeding 4.00 m	Each	80
	Supply and install precast Manhole size 1.2X1.2 m
42	Depth not exceeding 2.5 m	Each	14
43	Depth not exceeding 3.5 m	Each	14
44	Depth not exceeding 4.00 m	Each	14
	Supply and install precast Manhole size 1.5X1.5 m
45	Depth not exceeding 2.5 m	Each	6
46	Depth not exceeding 3.5 m	Each	6
47	Depth not exceeding 4.0 m	Each	6
	Sewerage Works
	Supply and lay 8" UPVC pipes
48	a. Depth not exceeding 2.50 m.	L.m	850
	Supply and lay 12" UPVC pipes
49	a. Depth not exceeding 1.50 m.	L.m	600
50	b. Depth not exceeding 2.00 m.	L.m	1,400
51	c. Depth not exceeding 2.50 m.	L.m	600
52	d. Depth not exceeding 3.00 m.	L.m	600
53	e. Depth not exceeding 3.50 m.	L.m	600
54	f. Depth not exceeding 4.00 m.	L.m	600
	Supply and lay Precast Concrete circular sewage manholes.
55	a. Depth not exceeding 1.50 m.	Each	16
56	b. Depth not exceeding 2.00 m.	Each	16
57	c. Depth not exceeding 2.50 m.	Each	16
58	d. Depth not exceeding 3.00 m.	Each	16
59	e. Depth not exceeding 3.50 m.	Each	16
60	f. Depth not exceeding 4.00 m.	Each	16
	Miscellaneous Drainage Works
	Concrete Works (complete without Reinforcement)
	Reinforced Concrete for Retaining Walls (Supply and install)
61	Concrete Class - B150	Cu m	200
62	Concrete Class - B200	Cu m	300
63	Concrete Class - B250	Cu m	500
64	Concrete Class - B300	Cu m	300
65	10 cm Side walk Concrete (B-200)	Sq m	200
66	Reinforced Concrete B -200 for pipe encasement for any diameter including all necessary works, complete where instructed by the Engineer or shown on the drawings,reinforced steel to be paid seperately.	Cu m	150
67	Supply and execute gravity retaining walls (B150 concrete)	Cu m	350
68	Supply and execute gravity retaining walls (B200 concrete)	Cu m	350
69	Supply and install where needed High Tensile Steel Bar	Tonne	120
	PVC Ducts
	Supply and lay PVC ducts and pipes
70	1-way, 100 mm dia.	L.m	2,300
71	2-way, 100 mm dia.	L.m	2,000
72	1-way, 200 mm dia	L.m	2,300
73	1-way, 300 mm dia	L.m	2,300
74	3-way, 150 mm dia	L.m	300
75	4-way, 150 mm dia	L.m	300
	Precast Concrete Curbstone
76	Supply and install Precast concrete Curbstone	L.m	8,300
	Stone Curbstones
77	Supply and install Stone kerbs	L.m	8,300
	Interlocking Blocks
78	Supply and Install approved precast concrete interlocking tiles	Sq m	4,000
	Stone Tiles
79	Adjust level of frame and cover of existing manholes	Each	38
80	Supply and fix heavy duty cover for missed manholes	Each	12
81	Construction of New Stone Wall	Cu m	500
	Traffic Signs
	Supply and fix
82	Circular sign face 900 mm dia.	Each	10
83	Circular sign face 600 mm dia.	Each	15
84	Triangular sign face 600 mm deep	Each	5
85	Triangular sign face 900 mm deep	Each	10
86	Octagonal sign face 600 mm deep	Each	15
87	Octagonal sign face 900 mm deep	Each	5
88	Square Sign face 900mm deep .	Each	5
89	Square Sign face 600mm deep .	Each	10
90	Large Signs < 1 sq.m.	Each	10
91	Large Signs > 1 sq.m.	Sq m	5
92	Hazard warning sign 60cm x 30cm	Each	20
93	Chervon I - 10	Each	5
	Road Marking
94	Continuous and/or intermittent Thermoplastic paint	Sq m	1,200
95	Continuous and/or intermittent Acrylic paint	Sq m	750
96	Edge line single cat eyes	Sq m	200
97	Double cat eyes	Sq m	400
	Embankment Protection
98	Grouted rip rap protection	Sq m	1,000
	Guard Rails
99	Galvanized Steel guard rail	L.m	4,000
100	Stone Guard Rails(Pillars)	Each	100
	Lighting Columns (supply and install)
101	Single arm 12 m long street lighting column	Each	6
102	Ditto but double arm	Each	26
103	Single arm 10 m long street lighting column	Each	6
104	Ditto but double arm	Each	26
105	Single arm 8 m long street lighting column	Each	6
106	Ditto but double arm	Each	26
107	Single arm 6 m long street lighting column	Each	6
108	Ditto but double arm	Each	26
	Land Scaping _(Supply and Transplant)
109	Trees ( 3-5 Years Age )	Each	30
110	Palm Trees ( 3-5 Years Age )	Each	50
111	Agricultural Soil	Cu.m	800

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Day Labor Schedule

Cost Proposal Form A-1-2 (Labor Schedule) of Illustrative Task Order No. 1 of RFP 294-2008-003
Proposed unit costs (as of the date of issuance of this RFP) must be provided for each item in the list below. Indicative quantities/volumes are provided for pricing purposes only. Total costs are not required, and if furnished, will be ignored. The information provided on this and other Annex A-1 forms will serve as an element of the Offeror's cost proposal for Illustrative Task Order No.1 and will have a dual purpose. The first purpose will be to provide USAID a basis for comparing the various costs proposed by the various Offerors. The second and equally important purpose of the cost proposal will be to provide USAID points of reference that it can use in evaluating proposals received under actual RFTOPs under awarded INP IQCs. Given this latter purpose, Offerors are cautioned to be realistic in preparing their cost proposals.
Item	Description	Unit	Quantity to use in pricing unit cost	Proposed Burdened Daily Unit Cost in US$
	Labor Category (See notes below)
1	Surveying Team (Including equipment & staff)	Day	100
2	Forman	Day	100
3	Mason	Day	100
4	Mason Helper	Day	100
5	Carpenter	Day	100
6	Carpenter Helper	Day	100
7	Plumber	Day	100
8	Plumber Helper	Day	100
9	Electrician	Day	100
10	Electrician Helper	Day	100
11	Ironworker (Steel Fixer reinforcing)	Day	100
12	Asphalt Raker	Day	100
13	Asphalt Distributor	Day	100
14	Form Setter (Road)	Day	100
15	Welder	Day	100
16	Welder Assistant	Day	100
17	Pipe Layer	Day	100
18	Power Tool Operator	Day	100
19	Equipment Operator / Driver	Day	100
20	Steel fixer	Day	100
21	Skilled Labor	Day	100
22	Unskilled Labor	Day	100
23	Flag Man	Day	100
24	Mason	Day	100
25	Plasterer	Day	100
26	Epoxy painters	Day	100
27	Painter	Day	100
28	Plumber	Day	100
29	Plasterer	Day	100
30	Mason (Brick, Block, Stone)	Day	100
31	Tiler	Day	100
32	Concrete Finisher	Day	100
33	Fiber Optic Technician	Day	100
34	Grade Checker	Day	100
35	Drill Operator	Day	100
36	OH Powerline Technician	Day	100
37	Greaseman	Day	100
38	Mechanic	Day	100
39	Milling Machine Operator	Day	100
40	Truck Drivers	Day	100
NOTES:
Labor rates include all fringes, dues, and other fees and adjustments as required by local law; excluding overhead & Profit

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Equipment Schedule

Cost Proposal Form A-1-3 (Equipment Schedule) of Illustrative Task Order No. 1 of RFP 294-2008-003
Proposed unit costs (as of the date of issuance of this RFP) must be provided for each item in the list below. Indicative quantities/volumes are provided for pricing purposes only. Total costs are not required, and if furnished, will be ignored. The information provided on this and other Annex A-1 forms will serve as an element of the Offeror's cost proposal for Illustrative Task Order No.1 and will have a dual purpose. The first purpose will be to provide USAID a basis for comparing the various costs proposed by the various Offerors. The second and equally important purpose of the cost proposal will be to provide USAID points of reference that it can use in evaluating proposals received under actual RFTOPs under awarded INP IQCs. Given this latter purpose, Offerors are cautioned to be realistic in preparing their cost proposals.
	Equipment Description (See notes below)	Model	Capacity	Quantity to use in pricing unit cost	Proposed Daily Unit Cost in US$
1	Grader	CAT 12G or Eq	116 Hp	Day
2	Track Excavator	CAT 229 or Eq		Day
3	Track Excavator	CAT 320 or Eq.		Day
4	Wheel Excavator	Aikerman or Eq.		Day
5	Excavator w/ hammer	3CX – JCB or Eq.		Day
6	Handheld Jackhammer			Day
7	Plate Compactor			Day
8	Steel Roller (Earth)	Bomag or Eq.	l>2 Ton	Day
9	Steel Roller (Earth)	Bomag or Eq.	2-5 Ton	Day
10	Steel Roller (Earth)	Bomag or Eq.	10-12 Ton	Day
11	Steel Roller (Earth)	Bomag 217 or Eq.	over 17 Ton	Day
12	Steel Roller (Asphalt)	Bettli or Eq.	over 17 Ton	Day
13	Tire Roller (Asphalt)	Bomag or Eq.		Day
14	Wheel Loader CAT	950 or Eq.	120-145 Hp	Day
15	Track Loader CAT	955L or Eq.	130-149 Hp	Day
16	Asphalt Saw Cutter			Day
17	Asphalt Finisher		< 3.7m	Day
18	Asphalt Finisher		> 3.7m width	Day
19	Wheel Milling Machine	Vert. SP-500 or Eq.	0.5 - 1 m	Day
20	Track Milling Machine		1.0 -2.5 m	Day
21	Pick-up Truck		4WD	Day
22	Dump Truck	9-12 cu m	Single Axle	Day
23	Dump Truck	15-18 cu m	Double Axle	Day
24	Water Truck		50m3	Day
25	Bobcat with all accessories			Day
26	Truck Crane	Long bed	20 tons crane	Day
27	Truck Crane	Short bed	20 tons crane	Day
28	Generator Set	GEP 50-3		Day
29	Bulldozer	D8 or <		Day
30	Bulldozer	>D8		Day
31	Welding Machine			Day
32	Sheeps Foot roller	Bomag or Eq.		Day
33	Crane, Backhoe, Shovel			Day
34	Concrete Grinder			Day
35	Concrete Finisher			Day
36	Hydroseeder			Day
37	Scraper			Day
38	Sweeper Truck			Day
39	Tractor (utility)			Day
NOTES:
1) Equipment Rates includes Operator/Drivers, Fuel, Maintenance, mobilization/demobilization,
VAT, and all costs associated with operational, fully maintained machinery.
2) Specific Make and Model Types are presented: equivalent machinery from other manufacturers
shall also be reviewed for approval.
3) Equipment shall be 1990 or newer, unless otherwise approved.
4) Standby rates shall not exceed 8 hours per 24 hour work period.
5) For equipment utilized and not depicted rates shall be based on the most current edition of the Israeli building
Cost Data Book (DEKEL) multiplied by 0.85 as an adjustment to reflect prices(lower) in West Bank conditions.
6) Abbreviations: Eq = Equivalent, HR = Hour

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Mark-up - ordered work

Cost Proposal Form A-1-4 (General and Other Cost Schedule) of Illustrative Task Order No. 1 of RFP 294-2008-003
All eight boxes in the right hand column of the form must be completed (using 0 if appropriate). The information provided on this and other Annex A-1 forms will serve as an element of the Offeror's cost proposal for Illustrative Task Order No.1 and will have a dual purpose. The first purpose will be to provide USAID a basis for comparing the various costs proposed by the various Offerors. The second and equally important purpose of the cost proposal will be to provide USAID points of reference that it can use in evaluating proposals received under actual RFTOPs under awarded INP IQCs. Given this latter purpose, Offerors are cautioned to be realistic in preparing their cost proposals.
Item	Description			Percentage **
1	For Work Done by Subcontractor:
		a	Prime Contractor's Total Overhead - Site and Main Office (% of Subcontractor’s Price)
		b	Prime Contractor's Bonds and Insurance (% of Subcontractor’s Price)
		c	Prime Contractor's Risk and Profit (% of Subcontractor’s Price)
2	For Supply of Additional Material or Equipment:
		a	Prime Contractor's Total Overhead - Site and Main Office (% of Supplier Price)
		b	Prime Contractor's Bonds and Insurance (% of Supplier Price)
		c	Prime Contractor's Risk and Profit (% of Supplier Price)
				In $US
3	Estimated Cost of Mobilization
4	Estimated cost of De-mobilization
** Prime Contractor to insert % in this column against sub-items a, b, and c of Items 1 and 2 above. This is the percentage that the Offeror proposes as compensation to the Prime Contractor for any additional work or changes to existing scope.

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File details come from the government source that posted it. Updated Nov 14, 2017.