BOQs_For_Bellemue-_A01.xlsx

XLSX spreadsheet 62 KB Posted Feb 1, 2019

Attached to: Water Pipe Expansion and provision of WASH Services in Health Facilities
Solicitation number: 72066919R00007
Issued by: US Agency for International Development Liberia

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BOQ for Bellemue- Amendment

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File	Type	Posted
WASH__RFP_1282019-_Amendment.pdf	PDF	Feb 1, 2019
WASH_Qs&As-1302019.pdf	PDF	Feb 1, 2019
Watermain_BOQ_-_A01_-_FINAL.xlsx	XLSX spreadsheet	Feb 1, 2019
J.3b_IndividualConnectionSurveyReport.xlsx	XLSX spreadsheet	Dec 12, 2018
J.1_Technical_Specification_WEP.pdf	PDF	Dec 12, 2018
J.2c_LWMP_II_drawings_3_of_4.pdf	PDF	Dec 12, 2018
J.11_Contact_details_for_WASH_in_HF.pdf	PDF	Dec 12, 2018
J.2a_LWMP_II_drawings_1_of_4.pdf	PDF	Dec 12, 2018
Water_Expansion_&_WASH_Services_RFP_12122018.pdf	PDF	Dec 12, 2018
J.8_Past_Performance_Sheet.rtf	RTF text file	Dec 12, 2018
J.3c_BOQ_and_Cost_Est_Watermain_Expansion_-_final.xlsx	XLSX spreadsheet	Dec 12, 2018
J.5_Final_Technical_Spec._WASH_in_HF.pdf	PDF	Dec 12, 2018
J.4_HF_design,_specs_&_BOQ.zip	ZIP file	Dec 12, 2018
J.7_Bio-data_sheet_AID1420-17.doc	DOC document	Dec 12, 2018
J.10_SF_LLL_Disclosure_of_Lobbying_Activities.pdf	PDF	Dec 12, 2018
J.2d_LWMP_II_drawings_4_of_4_Rev01.pdf	PDF	Dec 12, 2018
J.6_AFR-EnvReviewForm-20Dec2010_(3).pdf	PDF	Dec 12, 2018
J.2b_LWMP_II_drawings_2_of_4.pdf	PDF	Dec 12, 2018
J.3a_Connection_heat__map.pptx	PPTX presentation	Dec 12, 2018
J.9__Branding_and_Marking_Template.docx	DOCX document	Dec 12, 2018

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Summarized BOQ

SUMMARY Bellemue Clinic:		$ - 0
A. WASH
No.	Components	COST (US$)
A1	Water Supply
A1.1	Construction of 1 Bore hole	$ - 0
A1.2	Water Extraction	$ - 0
A1.3	Water Tower	$ - 0
SUB TOTAL:		$ - 0
A2	Sanitation
A2.1	All latrines and Bath Units	$ - 0
SUB TOTAL:		$ - 0
A3	Hygiene
A3.1	Construction of all 5 Hand washing basin, 1 Tap stand and installation of 1 Sink	$ - 0
SUB TOTAL:		$ - 0
A4	Waste Management
A4.1	Construction of 1 Placenta Pit, and repair of current Incinerator and fence	$ - 0
SUB TOTAL:		$ - 0
Grand Total - WASH		$ - 0
B. ENERGY
No.	Components	COST (US$)
B1.	Cost for DC energy only, as required	$ - 0
Grand Total - WASH		$ - 0
C. WASH + ENERGY FOR EQUIPMENT
NO.	COMPONENTS	COST (US$)
A.	WASH needs for the facility	$ - 0
B.	Energy to powered the equipment	$ - 0
GRAND Total for WASH + Energy		$ - 0

Borehole

	Addendum 01
BORE HOLE CONSTRUCTION - Bellemue, Bong Co.
No.	DESCRIPTION	Qty	Unit	RATE (US$)	AMOUNT (US$)
1	BOQ for Borehole which can be adjusted after geophysical survey. This borehole is estimated at a depth of 178.2ft which is 54meters
1.1	Preparation: allowance for clearing of site of all unwanted vegetations and forgien materials and proper disposal to an anthurized dumping site.	1	L/s		0.00
1.2	Security: barracate or enclose site from unauthorized entry and user, ensuring kids and intruders have no access	1	L/s		0.00
1.3	Allow for transporting of excess excavated materials from site and proper disposal	1	Ls		0.00
1.4	Signs and Stamps: ensure a labelled sign board during construction and a parmanant sign and stamped on structure upon completion by the contractor	1	L/s		0.00
SUB TOTAL					0.00
2	Borehole drilling using down-the-hole hammer equipment as follows:
2.1	Drilling 8½inch through overburden (approx. 25ft depth per borehole)	3	LM		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
3.0	Borehole lining and installation
3.1	Install temporary flush jointed casing OD=8inch in overburden and recover casing on completion of borehole (25ft)	5	LM		$ - 0
3.2	Install uPVC casing OD=4.4, ID=4 inch, thickness 0.19inch with flush threaded joints (118.8ft per borehole).	12	LM		$ - 0
3.3	Install uPVC screen OD=4.4inch, ID=4 inch, thickness 0.19inch slotted with min. 10% open area, with flush threaded joints (29.7ft per borehole).	3	LM		$ - 0
3.4	Install uPVC bottom cap and sand trap OD=4.4inch, ID=4inch, thickness 0.19inch (1 per borehole).	1	Item		$ - 0
3.5	Gravel pack borehole with 0.15748incs gravel	2	inch		$ - 0
3.6	Prepare and install grouting with portland cement (see specifications)	1	cyd		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
4.0	Cleaning, development and testing
4.1	Cleaning and development of borehole by airlifting (single pipe method)(average 6 hours per borehole)	6	Per hour		$ - 0
4.2	Yield testing (pump at constant rate for 6 hrs, monitor recovery for 3 hrs or until original level reached) incl. fuel, equipments, labour, bringing to site, installation and removal of all testing equipment (see specifications).	1	Item		$ - 0
4.3	Yield testing of boreholes for mechanised pump installation (3-step drawdown test) incl. fuel, equipments, labour, bringing to site, installation and removal of all testing equipment (see specifications).	1	Item		$ - 0
4.4	Yield testing of boreholes for mechanised pump installation (24 hour constant discharge test followed by 12 hour recovery test) (see specifications)	1	Item		$ - 0
4.5	Disinfect borehole (min. 50mg. chlorine/litre) incl. supply of chemicals	1	Item		$ - 0
4.6	Water quality analysis of borehole (physical and chemical parameters on completion of drilling, bacteriological parameters after disinfection of borehole).	1	Item		$ - 0
4.7	Fit suitable safety cap to top of casing to protect borehole from contamination (see specifications).	1	Item		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
5	Abandoned boreholes (Dry wells)
5.1	Backfill abandoned holes with drill cuttings to surface (see specifications).	1	Item		$ - 0
5.2	Make a provision for 20% compensatory rate for dry well drilling	1	Item		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
SUMMARY
TOTAL					$ - 0
15% Overhead cost, transportation and Profit Margin:					$ - 0
Grand Total - Construction of Borehole					$ - 0

Water Extraction

Energy for water supply- Bellemue Clinic, Bong Co.
Energy needed to power water to the facility				RATE (US$)	AMOUNT (US$)
1.0	SQF Flex Grundfos-2 Complete with solar water pumping System Kit -Bill of Quantity
1.1	Monocrystalline Solar module with 25 years warranty (250W-36.6V)	4	Pcs		0.00
1.2	Pump Sqflex 11 Grundfos-2	1	pcs		0.00
1.3	DIN Rail 150VDC 15AmpsBraker double	4	pcs		0.00
1.4	Splice Kits for Submissible Pump	1	L/s		0.00
1.5	Grounding Lay in TIN Plated CU W/ss srew	10	pcs		0.00
1.6	Grundfos Sqflex Water level Switch	1	pc		0.00
1.7	Lightining arrester to 0-300VDC	1	pc		0.00
1.8	MC4 Solarline 2PV Arry output cable 30'' #8 AWG -	1	roll		0.00
1.9	Grundfos Sqflex CU200 interface box pump controller	1	pc		0.00
1.10	Safety Switch (60Ah)	3	pcs		0.00
1.11	Midnite Solar MNPV3 combiner Box for 150VDC or 600VDC Brakers	1	roll		0.00
1.12	Grinding elements(plate, rod and Cable)	1	L/s		0.00
1.13	Grundfos SQF Flex Solar Water Pump 5 - Year extended Warranty	1	Pc		0.00
1.14	Assorted electrical tape	1	L/s		0.00
TOTAL					$ - 0
LABOUR COST @25% MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
SUMMARY
TOTAL:					$ - 0
Overhead cost, transportation and Profit Margin					$ - 0
GRAND TOTAL - WATER EXTRACTION					$ - 0

Water Tower

WATER TOWER AND SUPPLY - Bellemue Clinic, Bong Co.
No.	DESCRIPTION	Qty	Unit	RATE (US$)	AMOUNT (US$)
1.0	Elevated RC water tower with water tank :

Construct a (12ft X 7.83ft X 32ft) reinforced Concrete tower, install 1000 gallon polytanks and connect all relevant accessories; Excavation of foundation and other related earth works for proper construction of the water tower; including construction of a water treatment room under water tower, casting flat top with RC concrete casted roof, ensuring all works are done as per the drawings and specifications, including installation of steel gate, required cable and lines, columbo and ensuring treatment room is functional upon full completion of all works.

1.1.1	Site Preparation: Clearing & Grubbling of vegetation including the removal of existing tree (if any) and other objectionable materials at the construction site and proper disposal to an anthurized dumping site; including the decommissioning one old pit latrine and shower rooms	1	L/s	$ - 0
1.1	Profiling: Allow a provisional sum for profiling.	1	L/s	$ - 0
1.2	Excavation: excavation of trenches as per the line or elevation shown in the drawings; ensuring trenches are properly squared and alligned to receive concrete	9.5	Cu.yd	$ - 0
1.4	Backfilling: Fill exterior and interior walls of foundation either from the excavated materials or the nearest borrow pits, to the excavated foundation. Backfilling materials are to be compacted in 15cm horizontal layer up to the require level.	7	cu. Yd	$ - 0
SUB TOTAL				$ - 0
2.0	Masonry work: complete and fully finish all masonry works including all concrete work, (Trenches, Columns, Beams, Slab,) Blocks laying, plastering, steel bending and application, Tile laying; ensuring full completion of all works
2.1	Concrete work: Cast in situ concrete for R.C Concrete columns footing, Columns, R.C Beam, Slab, using a mix ratio of (1:2:4) as per the specification and drawing.	11.07	cu.yd	$ - 0
2.1	Provide 6" Thick Concrete Masonry Unit (CMU) blocks for Super-Structure to host the treatment walls, including (1:6 mix Ratio cement mortar and (1:5 Mix Ratio Plaster) and Plaster both side as per the specification and design	35	Sq.Yd	$ - 0
2.1	Steel Reinforcents: Provide 1/2'' Rebar for R.C columns footing, Columns, R.C Beam, Cutting, bending, placing and tying in position the require reinforcement as shown in the drawings and specifications	74	Pcs	$ - 0
2.3	Steel Reinforcents: Provide 1/4'' Stirrups for R.C Columns, R.C Beam, Cutting, bending, placing and tying in position the require reinforcement as shown in the drawings and specifications	34	Pcs	$ - 0
2.1	Allow a provisional sum for form works to include 1''X12''X14', 2''X4''X14', 2''X2''X14', round poles, assorted wire nails,	1	L/S	$ - 0
2.2	Ladder: provide and install 24' long 2'' galvanize pipe ladders from ground to the top of the tower as indicated in the drawings; ensuring it is firmly supported into walls	6	Pcs	$ - 0
2.3	Allow for provisional sum for 7' high solar panel base above water tank using 3'' anchor bar mounted into concrete and welding rod for the support panel for water extraction.	1	L/S	$ - 0
2.4	Colombo Blocks: Provide Decorative (Colombo) Blocks and erect including cement mortar as per the specification and drawings. The design of decorative blocks should be approved by the Site engineer to ensure proper outlook and ventilation.	7	Sq.Yd	$ - 0
2.5	Door: Provide and install 2mm steal gate at 3'-6' X7'-0'' at for the tretment unit for safeguiding of treatment unit.	1	Pc	$ - 0
2.7	Painting: Provide and apply two coats of hydrated Lime (white wash) and two coats of emulsion paint on interior and exterior walls.	68	Sq.Yd	$ - 0
2.8	Painting: Provide and apply two coat Blue Enamel Paint (Oil Paint) on Exterior walls five feet from the grid level, the color of the paint to be apply should be approved by the site engineer.	19	Sq.Yd	$ - 0
2.9	Provide chlorine 50kg Hypochloride (HTH)	1	barrel	$ - 0
2.1	Supply and install mini chhloine dozing unit/pump, manually or flow controled, 12 V DC powered , inluding all accessories.	1	Pcs	$ - 0
2.1	Provide and Install polytank of 500gals each with all necessary accessories; two polytanks on top of tower and (2" ball float valve installed in tank, washout valve, overflow pipe, non return valve, etc.) on the elevated tower ensuring proper alignment	2	pcs	$ - 0
Total cost of material				$ - 0
Labour cost @25% material cost				$ - 0
Sub Total				$ - 0
SUMMARY
Total				$ - 0
Overhead cost, transportation and Profit Margin:				$ - 0
GRAND TOTAL - WATER TOWER AND SUPPLY				$0.00

Bill of Quantities - Restoration WASH Facilities

Page &P of &N

Sanitation

SANITATION Bellemue Clinic, Bong Co.
No.	DESCRIPTION	Qty	Unit	RATE (US$)	AMOUNT (US$)
1.0	Construct one external pour flush toilets (4 compartment Gender balance as per MOH standard drawing (2 compartment for toilet & 2 shower) Please refer to the attached drawings and specifications
1.1	Mobilization and Demobilization: This item include the contractor's general obligation for all charges in respect to all requirement. It include the establishment of his organization, camps accommodation, construction plan on site and their removal on completion of the contract, and also financing cost, risks, legal and contractual obligations and general items of cost not covered elsewhere	1	L/s		$ - 0
1.2	Signs and Stamps: ensure a labelled sign board during construction and a parmanant sign and stamped on structure upon completion by the contractor	1	L/s		$ - 0
1.3	Site Preparation: Clearing & Grubbling of vegetation including the removal of existing tree (if any) and other objectionable materials at the construction site and proper disposal to an anthurized dumping site; including the decommissioning one old pit latrine and shower rooms	1	L/s		$ - 0
1.4	Security: barracate or enclose site from unauthorized entry and user, ensuring kids and intruders have no access	1	L/s		$ - 0
1.5	Profiling: Allow a provisional sum for profiling.	1	L/s		$ - 0
1.6	Excavation: excavation of trenches as per the line or elevation shown in the drawings; ensuring trenches are properly squared and alligned to receive concrete	15	cu.yd		$ - 0
1,7	Backfilling: Fill exterior and interior walls of foundation either from the excavated materials or the nearest borrow pits, to the excavated foundation. Backfilling materials are to be compacted in 15cm horizontal layer up to the require level.	16	cu.yd		$ - 0
SUB TOTAL					$ - 0
2.0	Masonry work: complete and fully finish all masonry works including all concrete work, (Trenches, Columns, Beams, Slab,) Blocks laying, plastering, steel bending and application, Tile laying; ensuring full completion of all works
2.1	Concrete work: Cast in situ concrete for R.C Concrete columns/wall footing, Columns, R.C Tie Beam, Floor Slab, Lintel & Ramp using a mix ratio of (1:2:4) as per the specification and drawing.	10.03	cu.yd		$ - 0
2.2	Provide 6" Thick Concrete Masonry Unit (CMU) blocks for ( Foundation and Super-Structure) walls, including (1:6 mix Ratio cement mortar and (1:5 Mix Ratio Plaster) and Plaster both side as per the specification and design	129	Sq.Yd		$ - 0
2.3	Steel Reinforcents: Provide 12mm Rebar for R.C columns footing, Columns, R.C Tie Beam, & Lintel. Cutting, bending, placing and tying in position the require reinforcement as shown in the drawings and specifications	35	Pcs		$ - 0
2.4	Allow a provisional sum for all forms work	1	L/s		$ - 0
2.5	Steel Reinforcents: Provide 6mm Stirrups for R.C Columns, R.C Tie Beam, & Lintel. Cutting, bending, placing and tying in position the require reinforcement as shown in the drawings and specifications	14	Pcs		$ - 0
2.6	Roofing: Provide and instillation of 32 Guage Corrugated G.I sheet for the roof including the instillation/Erection of roof framing (Wall Plates, Ridges, Rafters, Purlins, Bracing & Facia Board etc. Nails, ties as per the specification and drawings . Lumber materials to be used are of good quality hard wood treated with anti-Termite or wood Preservative	74	Sq.Yd		$ - 0
2.7	Floor Tiling: Provide 12"x12" non slip Ceramic Floor Tile including (1:5 mix Ratio) for tile laying as per the specification and design	29	Sq.Yd		$ - 0
2.8	Wall Tiling: provide 12"x8" Ceramic Wall tile including (1:5 mix Ratio) for tile laying as per the specification and design	113	Sq.yd		$ - 0
2.9	Colombo Blocks: Provide Decorative (Colombo) Blocks and erect including cement mortar as per the specification and drawings. The design of decorative blocks should be approved by the Site engineer to ensure proper outlook and ventilation.	2	Sq.Yd		$ - 0
2.1	Doors: Provide and instillation of 35mm Flush Panel Door Complete including Wooden frame Hinges and Screews, Door facing properly assembled and finished with loocking arrangement (3 locks and keys for each door) including anti-termite treatment for the wooden frame size of door 3'-0''x7'-0''	4	Pcs		$ - 0
2.1	Painting: Provide and apply two coats of hydrated Lime (white wash) and two coats of emulsion paint on interior and exterior walls.	258	Sq.Yd		$ - 0
2.1	Painting: Provide and apply two coat Blue Enamel Paint (Oil Paint) on Exterior walls five feet from the grid level, the color of the paint to be apply should be approved by the site engineer.	40	Sq.Yd		$ - 0
2.1	Provide 2'' diameter galvanize pipe as tap bar and 1'' diameter pipe Vertical Bar for support	64	ft		$ - 0
Total Cost of Material					$ - 0
Labour cost @25% material cost					$ - 0
Sub Total					$ - 0
3.0	Plumbing works: Provide and install all plumbing fixtures and fittings as indicated in the drawings and specifications; including all pipes and assessories, Aquafer fittings and fixtures preferred
3.1	Provide and install WC complete	2	set		$ - 0
3.2	Telephone shower and faucet: Provide & install telephone shower complete with double faucet.	2	set		$ - 0
3.3	Tissue Holder: provide and install tissue holder in toilets	2	Pcs		$ - 0
3.4	Handicap rail: provide and install handicap rails as indicated in the drawings; ensuring it is firmly supported into walls	4	Pcs		$ - 0
3.5	Face basin with stand: construct 36''x24'' concrete face basin fully cover with 12''x8'' ceremic wall tile with trap complete, heavy duty garden faucet, soap holder and mirror.	2	set		$ - 0
3.6	Allow a provisional sum for sweage pipes (4'' and 2'') and water lines for intake, discharge and distribution ( 1'', 3/4'') including fittings as per the specifications and drawings	1	L/s		$ - 0
3.7	Provide and install floor drain as per the specifications and designs	6	Pcs		$ - 0
Total Cost of Material					$ - 0
Labour cost @25% material cost					$ - 0
Sub Total					$ - 0
4.0	Construct one External Septic Tank (14' X10' X 10') @ the latrine for the sludge.
4.1	Profiling: Allow a provisional sum for profiling.	1	L/s		$ - 0
4.2	Excavation: excavation of trenches as per the line or elevation shown in the drawings; ensuring trenches are properly squared and alligned to receive concrete	81	Cy		$ - 0
4.3	Backfilling: Fill exterior walls of Septic Tank from the excavated materials and cast away surplus excavated materials to a convenient location.	1	L/s		$ - 0
SUB TOTAL					$ - 0
5.0	Masonry works: Construct a 14' X 10' X 10' septic tank at the the latrine for waste water and sludge.
5.1	Concrete work: Cast in situ concrete for R.C Concrete columns/wall footing, Columns, R.C Tie Beam, Floor Slab, Lintel & Ramp using a mix ratio of (1:2:4) as per the specification and drawing.	4.3	Cu.Yd		$ - 0
5.2	Provide 6" Thick Concrete hallow blocks for Foundation and Super-Structure walls, including (1:6 mix Ratio cement mortar and (1:5 Mix Ratio) and Plaster both side as per the specification and design	58	Sq.Yd		$ - 0
5.3	Steel Reinforcents: Provide 1/2'' Steel reinforcement for Columns, R.C Slab. Cutting, bending, placing and tying in position the require reinforcement as shown in the drawings and specifications	35	Pcs		$ - 0
5.4	Steel Reinforcents: Provide 1/4'' Steel reinforcement for Columns. Cutting, bending, placing and tying in position the require reinforcement as shown in the drawings and specifications	5	Pcs		$ - 0
5.5	Allow a provisional sum for Man hole	4	L/s		$ - 0
5.60	Allow provisional sum for form work	1	L/s		$ - 0
Cost of Material					$ - 0
Labour cost @25% material cost					$ - 0
Sub Total					$ - 0
6.0	Rehabilitation of current 2 cubicle pour flush latrines: perform the rehabilitation of the current 2 cubicles pour flush latrines to include the plastering, placement of wall and floor tiles as required.
8.1	Sand: Provide and use rough river sand for all masonry works, including construction of manhole, plastering and all cement work; free of dirt and unwanted materials and MUST be clean and clear	0.5	cu.yd		$ - 0
8.2	Cement: provide and use blue star Poland cement for all works	9	bags		$ - 0
8.3	Ceramic floor tiles: Provide & install Ceramic floor tiles (12''x12'') for the entire floor of constructed latrine, including shower rooms, toilets, etc. (Mortar ratio 1:2,pointed in white cement) @ 12pcs per pack	2.5	ctn		$ - 0
8.4	Ceramic wall tiles: Provide & Install Ceramic wall tiles (12''x8'') for toilets (Mortar ratio 1:2,pointed in white cement) at 5'-0" for all toilets and all internal walls and 7'-0" for all showers @ 16pcs per cartoons	8	ctn		$ - 0
8.5	White cement: provide and apply white cement, ensuring cleaned surface appearances upon completion of application	0.5	bags		$ - 0
8.6	Enamel paint: use enamel paint, Ocean blue	2	gals		$ - 0
8.7	Emulsion paint: use emulsion paint, White paint	1	buckets		$ - 0
8.8	Thinner: provide and use thinner for mixing and washing purposes	0.5	gals		$ - 0
8.9	Brushes and roller: provide and use assorted rollers and brushes	1	L/s		$ - 0
Total Cost of Material					$ - 0
Labour cost @25% material cost					$ - 0
Sub Total					$ - 0
SUMMARY
Total					$ - 0
Overhead cost, transportation and Profit Margin					$ - 0
GRAND TOTAL-SANITATION					$ - 0

Bill of Quantities - Restoration WASH Facilities

Page &P of &N

Hygiene

Handwashing Basins / HYGIENE - Bellemue Clinic, Bong Co.
NO.	DESCRIPTION	QTY	UNIT	RATE (US$)	AMOUNT (US$)
1.0	Hand Washing Facilities: installation of 5 hand washing basins within Bellemue clinic; ensuring all hand washing basins are fully connected with running water supply and waste lines. These handwashing basins shall be located in the Post-patum ward, Short Stay, MCH, Screening rooms and at the OPD.
1.1	Cement: provide and use blue star Poland cement for all works	10	bags		$ - 0
1.2	Sand: Provide and use rough river sand for all masonry works, including septic tank; free of dirt and unwanted materials and MUST be clean and clear	1	cu.yd		$ - 0
1.3	Crush rock: provide and use crushed rocks of sizes ranging from 3mm to 9mm for all works	1	cu.yd		$ - 0
1.4	Steel bars: provide and use rough steel rod 3/8'' for casting of handwashing slabs as indicated in the drawings and specifications	5	Pcs		$ - 0
1.5	Tie wire: using free of rust tie wires for positioning of all steel bars	1	roll		$ - 0
1.6	Form works: Provide for Wa-Wa (1''x12''x14') for all form works	10	Pcs		$ - 0
1.7	Ceramic tiles: Provide & Install Ceramic tiles (8''x12'') for handwashing basins (Mortar ratio 1:2, pointed in white cement) at 4'-0" @ 16pcs per cartoons	20	ctn		$ - 0
1.8	PVC pipe: Provide and install 1" pvc pipes for drainage	5	Pcs		$ - 0
1.9	Blocks: provide and use hollow 4" Masonry block for the construction of handwashing basin	50	Pcs		$ - 0
1.10	Floor drian: provide and use 3" floor drain	5	Pcs		$ - 0
1.11	Faucet: provide and install 2 faucet	10	Pcs		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% OF MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
2.0	Hand Washing Facilities: installation of 1 hand washing sink within the delivery room of Bellemue clinic; ensuring that it is fully connected with running water supply and waste lines appropriately connected to a soak away pit.
2.1	Blocks: provide and use hollow 4" Masonry block for the construction of handwashing sink	10	Pcs		$ - 0
2.2	Cement: provide and use blue star Poland cement for all works	1	bags		$ - 0
2.3	Sand: Provide and use rough river sand for all masonry works, including septic tank; free of dirt and unwanted materials and MUST be clean and clear	0.1	Cu.Yd		$ - 0
2.4	Ceramic tiles: Provide & Install Ceramic tiles (8''x12'') for handwashing basins (Mortar ratio 1:2, pointed in white cement) at 4'-0" @ 16pcs per cartoons	3	Ctn		$ - 0
2.5	PVC pipe: Provide and install 2" pvc pipes for drainage	1	Pcs		$ - 0
2.6	Kitchen Sink: provide and install 1 set of Kitchen sink	1	Pcs		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST@ 25% OF MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
3.0	Hand Washing Facilities: installation of 1 tap stand with 4 faucet on each side at the entrance of Bellemue clinic; ensuring that it is fully connected with running water supply.
3.1	Cement: provide and use blue star Poland cement for all works	3	bags		$ - 0
3.2	Sand: Provide and use rough river sand for all masonry works, including septic tank; free of dirt and unwanted materials and MUST be clean and clear	0.025	cu.yd		$ - 0
3.3	Blocks: provide and use hollow 4" Masonry block for the construction of handwashing basin	20	Pcs		$ - 0
3.4	Ceramic tiles: Provide & Install Ceramic tiles (8''x12'') for handwashing basins (Mortar ratio 1:2, pointed in white cement) at 4'-0" @ 16pcs per cartoons	5	ctn		$ - 0
3.5	PVC pipe: Provide and install 1" pvc pipes with appropriate fitting for connection of faucet	1	L/s		$ - 0
3.6	Faucet: provide and install 2 faucet at each side of the tap stand	4	Pcs		$ - 0
3.7	Crush rock: provide and use crushed rocks of sizes ranging from 3mm to 9mm for all works	0.05	cu.yd		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% OF MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
4.0	Soak-Away Pit: construction of a soakaway pit to collect wastse water from handwashing stations at the entrance of Bellemue clinic.
4.1	Cement: provide and use blue star Poland cement for all works	10	bags		$ - 0
4.2	Sand: Provide and use rough river sand for all masonry works, including septic tank; free of dirt and unwanted materials and MUST be clean and clear	1	cu.yd		$ - 0
4.3	Crush rock: provide and use crushed rocks of sizes ranging from 3mm to 9mm for all works	1	cu.yd		$ - 0
4.4	Steel bars: provide and use rough steel rod 3/8'' for casting of slabs as indicated in the drawings and specifications	28	Pcs		$ - 0
4.5	Blocks: provide and use hollow 6" Masonry block for the construction of handwashing basin	177	Pcs		$ - 0
4.6	Form works: Provide for Wa-Wa (1''x12''x14') for all form works	14	Pcs		$ - 0
4.7	Ground Poles: provide ground poles for the bracing of forms	30	Pcs		$ - 0
4.8	2"x2"x14": provide and install (2''x2''x14') timbers purlins @ 3'-9" of center	5	Pcs		$ - 0
TOTAL					$ - 0
LABOUR COST @25% MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
SUMMARY
TOTAL:					$ - 0
Overhead cost, transportation and Profit Margin					$ - 0
GRAND TOTAL - Hygiene					$ - 0

Healthcare Waste Management

HEALTHCARE WASTE MANAGEMENT - Bellemue, Bong Co.
NO.	DESCRIPTION	QTY	UNIT	RATE (US$)	AMOUNT (US$)
1.0	Placenta Pit: construction cost for a new pit
1.1	Preparation: allowance for clearing of site of all unwanted vegetations and forgien materials and proper disposal to an anthurized dumping site;	1	L/s		$ - 0
1.2	Security: barracate or enclose site from unauthorized entry and user, ensuring kids and intruders have no access	1	L/s		$ - 0
1.3	Excavation: excavation of trenches as per the drawings; ensuring trenches are properly squared and alligned	10	cu.yd		$ - 0
1.4	Backfilling: backfill and compact in layers; ensuring usage of required backfilling materials	2	cu.yd		$ - 0
1.5	Cement: provide and use blue star Poland cement for all works	34	bags		$ - 0
1.6	Sand: Provide and use rough river sand for all masonry works, including septic tank; free of dirt and unwanted materials and MUST be clean and clear	2.85	Cu.Yd		$ - 0
1.7	Crush rock: provide and use crushed rocks of sizes ranging from 3mm to 9mm for all works	2.85	Cu.Yd		$ - 0
1.8	Steel bars: provide and use rough steel rod 1/2'' for casting of slabs as indicated in the drawings and specifications	50	pcs		$ - 0
1.9	Tie wire: using free of rust tie wires for positioning of all steel bars	1	roll		$ - 0
1.10	Form works: Provide for Wa-Wa (1''x12''x14') for all form works	48	pcs		$ - 0
1.11	Assorted wire Nails: use 4" and 3" wire nails	1	Ctn		$ - 0
1.12	Blocks: provide and use hollow 4" Masonry block for the construction of base for the manhole cover	10	pcs		$ - 0
1.13	Steel bars: provide and use rough steel rod 1/4'' for locker hatch	1	pcs		$ - 0
1.14	Ground Poles: provide ground poles for the bracing of forms	15	pcs		$ - 0
1.15	2"x2"x14": provide and install (2''x2''x14') timbers purlins @ 3'-9" of center	6	pcs		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% OF MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
2.0	Repair of Incinerator: The repair of the door of the Incinerator to create proper functionality
2.1	Cement: provide and use blue star Poland cement for all works	1	bags		$ - 0
2.2	Sand: Provide and use rough river sand for all masonry works, including septic tank; free of dirt and unwanted materials and MUST be clean and clear	0.08	Cu.Yd		$ - 0
2.3	Steel Door: Provide and use steel door made of 4mm steel plate with appropriate lock and hinges for the incinerator	1	pcs		$ - 0
2.4	Anti-rust Paint: provide and use brown anti rust paint	2	qt		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% OF MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
3.0	Fencing of Waste Disposal Infrastructures: All works to include the fencing of waste disposal infrastructures with chian-link fence with galvanized poles at the required location as per detailed drawing.
3.1	Excavation: excavation of fence trench as per the drawings; ensuring that the trench is properly squared and alligned	4	Cu. Yd		$ - 0
3.2	Profiling	1	L/s		$ - 0
3.3	Blocks: provide and use hollow 6" Masonry block for the construction of base for the fence cover	350	pcs		$ - 0
3.4	Cement: provide and use blue star Poland cement for all works, including plastering of fence wall	35	bags		$ - 0
3.5	Sand: Provide and use rough river sand for all masonry works, including septic tank; free of dirt and unwanted materials and MUST be clean and clear	8	Cu.Yd		$ - 0
3.6	Steel bars: provide and use rough steel rod 1/2'' for support of the fence and galvanized pillar	24	Pcs		$ - 0
3.7	Steel bars: provide and use rough steel rod 1/4'' for support of the fence and galvanized pillar	5	pcs		$ - 0
3.8	Tie wire: using free of rust tie wires for positioning of all steel bars	1	roll		$ - 0
3.9	Crush rock: provide and use crushed rocks of sizes ranging from 3mm to 9mm for all works	4	Cu.Yd		$ - 0
3.10	Wawa: using 1"x12"x14' to fabricate all forms works using the required dimensions and allowances	4	pcs		$ - 0
3.11	Galvanize Pole: Provide & use 3'' Galvanize pole as fencing pillar	8	Pcs		$ - 0
3.12	Chain-Link Fence: provide & use chain-link fabric fence for the fencing of waste infrastructures	7	roll		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% OF MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
4.0	Roofing of Waste Disposal Infrastructures: Installation of roofing above waste disposal infrastructure as per detailed drawing.
4.1	Roofing sheets: Provide & install roofing sheet 32 gauge alloy zinc @ 20 sheets per bundle	2	bdls		$ - 0
4.2	Angle Bars: 3" angle bars, welded, installed above incinerator to support the roofing	13	pcs		$ - 0
4.3	Purling: provide and use (2''x2''x14') timbers purlins	17	Pcs		$ - 0
4.4	Galvanize Pole: Provide & use 3'' Galvanize pole roof truss	16	Pcs		$ - 0
4.5	Fascia board: provide and install 1"x8"x14' fascia board around the entire structure as indicated in the drawings and specifications	6	Pcs		$ - 0
4.6	Assorted wire Nails: use 4" and 3" wire nails	1	ctn		$ - 0
4.7	Nails: use required Zinc nails	2	Boxes		$ - 0
4.8	Carboline: provide and apply carboline to web members before fabrication or assembling of web members	1	gallon		$ - 0
4.9	Truss Welding	1	L/s		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% OF MATERIAL COST
SUB TOTAL					$ - 0
5.0	Painting and Beautification: Provide and paint the entire structure as per paintings and finishing specifications; ensuring all surfaces are smoothen and free of grease and foreign materials before the application of the limestone and subsequent paintings
5.1	White wash: provide and use limestone lightly; one coat on the structure to give adhesion to applied paint	1	bags		$ - 0
5.2	Emulsion paint: use emulsion paint, White paint	2	buckets		$ - 0
5.3	Thinner: provide and use thinner for mixing and washing purposes	2	gals		$ - 0
5.4	Brushes and roller: provide and use assorted rollers and brushes	1	L/s		$ - 0
TOTAL COST OF MATERIAL					$ - 0
LABOUR COST @25% OF MATERIAL COST					$ - 0
SUB TOTAL					$ - 0
SUMMARY
TOTAL:					$ - 0
15%					$ - 0
GRAND TOTAL - HEALTH CARE WASTE MANAGEMENT					$ - 0

Energy

Energy Supply- Bellemue Clinic, Bong Co.
No.	DESCRIPTION	Qty	Unit	RATE (US$)	AMOUNT (US$)
1.0	Direct Current (DC) system and all materials
1.1	Monocrystalline Solar module with (250W-31.1V, 8.05A Current, 8.28A Isc)	5	Pcs		$ - 0
1.2	Battery C20Gell/AGM-(820Ah-6V	2	Pcs		$ - 0
1.3	Charger Protection (MPPT Controller 24V-40Ah)	1	Pc		$ - 0
	Sub Total:				$ - 0
2.0	Over Current Protection
2.1	Array Disconnect (15Ah)	1	pc		$ - 0
2.3	Circuit Breaker (Battery Bank- Charge Controller- 15 Ah	1	pc		$ - 0
2.4	Circuit Breaker ( Battery Bank-DC Loads 15Ah	1	pc		$ - 0
	Sub Total:				$ - 0
3.0	Cables
3.1	Array -charge controller	1	# 8/2 AWG roll
3.3	Battery to Inverter- DC-DC Converters	1	# 8/2 AWG roll		$ - 0
3.4	Battery - Charge Controller	1	AWG #8/2 roll		$ - 0
3.5	Inverter to Load	1	AWG # 10/2 roll		$ - 0
	Sub Total:				$ - 0
4.0
4.1
4.2	Grounding Rod	1	Pc		$ - 0
4.3	Lightening Arrestor DC	1	Pc		$ - 0
4.3	LED Lights	15	pcs		$ - 0
4.4	Socket	15	pcs		$ - 0
4.5	Switch	4	pc		$ - 0
4.6	Battery Rock	1	Pc		$ - 0
4.7	Cable Channel	4	pc		$ - 0
4.8	Junction Box	1	pc		$ - 0
4.9	Others (Screw, nails, eletrical tape Plywood 1'')	1	L/s		$ - 0
Sub Total					$ - 0
SUMMARY
TOTAL					$ - 0
LABOUR COST @ 25% OF MATERIAL COST					$ - 0
Overhead cost, transportation and Profit Margin:					$ - 0
Grand Total - Energy Supply					$ - 0

File details come from the government source that posted it.