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SUMMARY MURREBUE AND MUAJA (2)
| PROJECT TITLE | REVISION |
| ALTERNATIVE DESIGN - CONSTRUCTION OF NEW MATERNTY BLOCKS | |
LOCATION - Murrebue HF (Mecufi district) and Muaja HF (Ancuabe district) FILE NUMBER
| BILL OF QUANTITY | | | | | | | |
| ITEM | DESCRIÇÃO | DESCRIPTION | UN | QUANT. | UNIT PRICE (USD) | SUBTOTAL PRICE (USD) | TOTAL PRICE (USD) |
| 1.0 | PRELIMINARES E GERAIS | PRELIMINARY AND GENERAL | | | | | 0.00 |
| PRELIMINARES E GERAIS | PRELIMINARY AND GENERAL | vg | 1.00 | 0.00 | 0.00 | |
| A | MATERNIDADE | MATERNITY | | | | | 0.00 |
| Novo edificio com novos acabamentos | New Building wih new finishes. | | | | | |
| A.1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| A.2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| A.3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| A.4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| B | PAV | PAV | | | | | 0.00 |
| Novo edificio com novos acabamentos | New Building wih new finishes. | | | | | |
| B.1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| B.2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| B.3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| B.4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| C | PRE NATAL E AREA DE ESPERA | PRE BIRTH AND WAITING AREA | | | | | 0.00 |
| Novo edificio com novos acabamentos | New Building wih new finishes. | | | | | |
| C.1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| C.2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| C.3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| C.4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| E | INFRAESTRUTURA ADICIONAIS | ADDITIONAL INFRASTRUCTURE | | | | | 0.00 |
| Infraestruturas de suporte | Support infrastructures | | | | | |
| E.1 | Torre para tanque de agua | Tower for water tank support | | | | | |
| E.2 | Reservatorio semi enterrado | Semi-buried Reservoir | vg | 1.00 | 0.00 | 0.00 | |
| E.3 | Furo e bomba de agua | Hole and Water Pump | | | | | |
| E.4 | Abastecimento de agua | Water supply | vg | 1.00 | 0.00 | 0.00 | |
| E.5 | Rede de esgotos | Sanitation networks | vg | 1.00 | 0.00 | 0.00 | |
| F | ARRANJOS EXTERIORES | EXTERIOR ARRANGEMENTS | | | | | 0.00 |
| F,1 | Muro de vedação e paisagismo | Fencing and landscaping | vg | 1.00 | 0.00 | 0.00 | |
| G | LIXO HOSPITALAR | HOSPITAL WASTE | 0.00 |
| G,1 | INCINERADOR, DEPÓSITOS DE PLACENTA, CINZAS E AGULHAS, DESTRUIDOR DE AMPOLAS E GARRAFAS ATERRO E CERCA | INCINERATOR, PLACENT, ASH AND NEEDLE STORAGES, AMPOULE AND BOTTLE CRASHER, LANDFILL AND FENCE | |
| H | COZINHA | KITCHEN | | | | | 0.00 |
| H,1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| H,2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| H,3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| H,4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| I | LAVANDARIA | LAUNDRY | | | | | 0.00 |
| I,1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| I,2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| I,3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| I,4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
SUBTOTAL 0.00
&A | Pag: &P - &N
SUMMARY MURREBUE AND MUAJA HFs
| PROJECT TITLE | REVISION |
| ALTERNATIVE DESIGN - CONSTRUCTION OF NEW MATERNTY BLOCKS | |
LOCATION - Murrebue HF (Mecufi district) and Muaja HF (Ancuabe district) FILE NUMBER
| BILL OF QUANTITY | | | | | | | |
| ITEM | DESCRIÇÃO | DESCRIPTION | UN | QUANT. | UNIT PRICE (USD) | SUBTOTAL PRICE (USD) | TOTAL PRICE (USD) |
| 1.0 | PRELIMINARES E GERAIS | PRELIMINARY AND GENERAL | | | | | 0.00 |
| PRELIMINARES E GERAIS | PRELIMINARY AND GENERAL | vg | 1.00 | 0.00 | 0.00 | |
| A | MATERNIDADE | MATERNITY | | | | | 0.00 |
| Novo edificio com novos acabamentos | New Building wih new finishes. | | | | | |
| A.1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| A.2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| A.3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| A.4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| B | PAV | PAV | | | | | 0.00 |
| Novo edificio com novos acabamentos | New Building wih new finishes. | | | | | |
| B.1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| B.2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| B.3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| B.4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| C | PRE NATAL E AREA DE ESPERA | PRE BIRTH AND WAITING AREA | | | | | 0.00 |
| Novo edificio com novos acabamentos | New Building wih new finishes. | | | | | |
| C.1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| C.2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| C.3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| C.4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| E | INFRAESTRUTURA ADICIONAIS | ADDITIONAL INFRASTRUCTURE | | | | | 0.00 |
| Infraestruturas de suporte | Support infrastructures | | | | | |
| E.1 | Torre para tanque de agua | Tower for water tank support | | | | | |
| E.2 | Reservatorio semi enterrado | Semi-buried Reservoir | vg | 1.00 | 0.00 | 0.00 | |
| E.3 | Furo e bomba de agua | Hole and Water Pump | | | | | |
| E.4 | Abastecimento de agua | Water supply | vg | 1.00 | 0.00 | 0.00 | |
| E.5 | Rede de esgotos | Sanitation networks | vg | 1.00 | 0.00 | 0.00 | |
| F | ARRANJOS EXTERIORES | EXTERIOR ARRANGEMENTS | | | | | 0.00 |
| F,1 | Muro de vedação e paisagismo | Fencing and landscaping | vg | 1.00 | 0.00 | 0.00 | |
| G | LIXO HOSPITALAR | HOSPITAL WASTE | 0.00 |
| G,1 | INCINERADOR, DEPÓSITOS DE PLACENTA, CINZAS E AGULHAS, DESTRUIDOR DE AMPOLAS E GARRAFAS ATERRO E CERCA | INCINERATOR, PLACENT, ASH AND NEEDLE STORAGES, AMPOULE AND BOTTLE CRASHER, LANDFILL AND FENCE | |
| H | COZINHA | KITCHEN | | | | | 0.00 |
| H,1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| H,2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| H,3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| H,4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| I | LAVANDARIA | LAUNDRY | | | | | 0.00 |
| I,1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| I,2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| I,3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| I,4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
SUBTOTAL 0.00
SUMMARY
| PROJECT TITLE | REVISION |
| ALTERNATIVE DESIGN - CONSTRUCTION OF NEW MATERNTY BLOCKS | |
LOCATION - Murrebue HF (Mecufi district) and Muaja HF (Ancuabe district) FILE NUMBER
| BILL OF QUANTITY | | | | | | | |
| ITEM | DESCRIÇÃO | DESCRIPTION | UN | QUANT. | UNIT PRICE (USD) | SUBTOTAL PRICE (USD) | TOTAL PRICE (USD) |
| 1.0 | PRELIMINARES E GERAIS | PRELIMINARY AND GENERAL | | | | | 0.00 |
| PRELIMINARES E GERAIS | PRELIMINARY AND GENERAL | vg | 1.00 | 0.00 | 0.00 | |
| A | MATERNIDADE | MATERNITY | | | | | 0.00 |
| Novo edificio com novos acabamentos | New Building wih new finishes. | | | | | |
| A.1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| A.2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| A.3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| A.4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| B | PAV | PAV | | | | | 0.00 |
| Novo edificio com novos acabamentos | New Building wih new finishes. | | | | | |
| B.1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| B.2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| B.3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| B.4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| C | PRE NATAL E AREA DE ESPERA | PRE BIRTH AND WAITING AREA | | | | | 0.00 |
| Novo edificio com novos acabamentos | New Building wih new finishes. | | | | | |
| C.1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| C.2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| C.3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| C.4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| E | INFRAESTRUTURA ADICIONAIS | ADDITIONAL INFRASTRUCTURE | | | | | 0.00 |
| Infraestruturas de suporte | Support infrastructures | | | | | |
| E.1 | Torre para tanque de agua | Tower for water tank support | | | | | |
| E.2 | Reservatorio semi enterrado | Semi-buried Reservoir | vg | 1.00 | 0.00 | 0.00 | |
| E.3 | Furo e bomba de agua | Hole and Water Pump | | | | | |
| E.4 | Abastecimento de agua | Water supply | vg | 1.00 | 0.00 | 0.00 | |
| E.5 | Rede de esgotos | Sanitation networks | vg | 1.00 | 0.00 | 0.00 | |
| F | ARRANJOS EXTERIORES | EXTERIOR ARRANGEMENTS | | | | | 0.00 |
| F,1 | Muro de vedação e paisagismo | Fencing and landscaping | vg | 1.00 | 0.00 | 0.00 | |
| G | LIXO HOSPITALAR | HOSPITAL WASTE | 0.00 |
| G,1 | INCINERADOR, DEPÓSITOS DE PLACENTA, CINZAS E AGULHAS, DESTRUIDOR DE AMPOLAS E GARRAFAS ATERRO E CERCA | INCINERATOR, PLACENT, ASH AND NEEDLE STORAGES, AMPOULE AND BOTTLE CRASHER, LANDFILL AND FENCE | |
| H | COZINHA | KITCHEN | | | | | 0.00 |
| H,1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| H,2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| H,3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| H,4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
| I | LAVANDARIA | LAUNDRY | | | | | 0.00 |
| I,1 | ESTRUTURA | STRUCTURE | vg | 1.00 | 0.00 | 0.00 | |
| I,2 | ARQUITECTURA | ARCHITECTURE | vg | 1.00 | 0.00 | 0.00 | |
| I,3 | HIDRAULICA | HYDRAULICS | vg | 1.00 | 0.00 | 0.00 | |
| I,4 | ELECTRICIDADE | ELECTRICAL INSTALLATION | vg | 1.00 | 0.00 | 0.00 | |
SUBTOTAL 0.00
P&G
| PROJECT TITLE | REVISION |
| ALTERNATIVE DESIGN - CONSTRUCTION OF NEW MATERNTY BLOCKS | 0 |
| LOCATION - Murrebue HF (Mecufi district) and Muaja HF (Ancuabe district) | FILE NUMBER |
| 0.00 | C20-28-USAID |
PRELIMINARY AND GENERAL
| BILL OF QUANTITY | | | | | | |
| ITEM | DESCRIÇÃO | DESCRIPTION | UN | QUANT. | UNIT PRICE (USD) | TOTAL PRICE (USD) |
| 1 | PRELIMINARY AND GENERAL |
| PREVIOUS NOTES: |
| NOTE 1: All unit prices must include all the works and accessories necessary for the proper execution of the works according to the technical specifications and the rules of good art. In case of doubt, the Contractor should request clarification from the Consultant during the tender phase. |
| NOTE 2: In case of omission in the material specification, this will be defined by the Inspection. |
| NOTE 3: Material references cited herein represent the minimum standard of material specifications. Any change must be subject to the prior approval of the inspection. |
| NOTE 4: The yard price should include, if necessary, expenditures for alternative energy and water supply. |
| NOTE 5: Concrete unit prices shall include all concrete control studies and tests in accordance with the standards. Ready-mix concrete must be supplied on site with a guide according to the standards. |
| NOTE 6: Block masonry shall be executed in Class A concrete blocks. |
| NOTE 7: The unit price includes all elements of the span, such as hoops, doors, windows, ventilation grills, stainless steel, hardware, locks, gutters, nets, glass, foam and fixtures. |
| NOTE 8: The unit price of coatings includes the execution of window frames and leveling of floors. Finishes on special products must be performed under the technical guidance of the supplier of the product and include all work recommended by the manufacturer. |
| NOTE 9: The unit price of paints and varnishes includes all work required for a perfect execution of the painting / varnishing and must respect at least the paint scheme and the specifications of the paint manufacturer. The Contractor must first propose to the Supervision approval the scheme proposed by the manufacturer. The alteration of the paint brand must also be previously approved by the Supervision. The entry of paints on the job site must be accompanied by the delivery note of the paint supplier with indication of the work. |
| NOTE 10: In case of a material specification omission, this must be defined by the supersion team. |
| NOTA 11: All the Unit Prices for sanitary ware, taps, and sinks must respect the brands recommend in this BoQ, and must include all the assembly acessories, water supply and sewage connections works. |
| NOTE 12: The unit price of eletrical ducts and pipes must include wall grooving and closing as all the necessary accessories and works for a perfect finishing |
| NOTE 13: All the unit prices for the luminairs must include supply, assembly and testing of the luminairs with the recommended lamps by the manufacturer |
| NOTE 14: All equipment to be provided and installed should be from a reputed brand and with a guarantee of after sales technical assistance from a local representative or duly accredited technician agent. |
| NOTE 15: All the earthworks that interferes with the water table must include all the pumping tasks to drain the water in order to allow the execution of the works with all the necessary quality and safety. |
| NOTE 16: All the earthworks unit price must include transport, the use of heavy or light equipment in good condition, fuel consumption and all the complementary works to acomplish the type of soils required in the BoQ and project description |
| NOTE 17: The indications of manufacturers and brands, are not binding, they only indicated the quality desired. That is, other alternatives may be suggested of the same range or higher. All the alternative brands must be approved by the supervision team or the Client. |
| NOTE 18:The contractor must deliver bank guarantees, assurances and insurances from a local company or recognized by a renowned local company |
| 1.1 | Supply of Construction Work Program, Man-power and work load, financial plan, Provision of materials and equipments on site Plan, and Quality, Health and Safety Management Plan. | gv | 1.00 | - 0 | - 0 |
| 1.2 | Supply of all the safety equipment such as helmets, uniforms, reflective vests, boots, gloves, adequate headsets, adequate masks between other Individual Protective equipments for all the contractor employees, including 6 (six) helmets and reflective vests for visitors. | gv | 1.00 | - 0 | - 0 |
| 1.3 | Supply and assembly of the Safety Plan. It must be defined the pedestrian and equipment circuits on site with clear paths and signaling. All the elements must be identified such as First Aid Location, Meeting Point in case of an emergency, fire fighting equipments locations between other safety relevant information.It must be a regular alcohol test on site with no tolerance. | gv | 1.00 | - 0 | - 0 |
| 1.4 | Provision of a first aid kit, including dissemination of AIDS prevention tools, including free and monthly distribution of condoms to staff. | gv | 1.00 | - 0 | - 0 |
| 1.5 | Assembly of Construction site, including 2m high IBR structured site fence, with metal gates for vehicles, and for the site personel, a gatehouse for the trafic and personel control, Toilets for all the staff on site, construction permit, council licencing as well as the water and electricity for the start of works | gv | 1.00 | - 0 | - 0 |
| 1.6 | Assembly and dismantling of the yard, including, but not limited to: mobilization of labor and equipment, temporary power facilities, sanitation facilities for construction personnel, water consumption, communications, temporary closure during construction , cleaning of the work, obtaining licenses, etc. | gv | 1.00 | - 0 | - 0 |
| 1.7 | Installation of the work surface of 2,20x3,00m2 in size, in resistant material, with designation of Contract, reference number, Owner of the Works, designation and logo of the Owner of the Work, Designer, Inspection, Contractor, construction license number , execution time and value of the work, including removal at the end of the work. | gv | 1.00 | - 0 | - 0 |
| 1.8 | Construction of offices for the Inspection with about 30m2 including office of the prosecutor, meeting room for 8 people and WC's, properly air-conditioned, with false ceiling and equipment with furniture (desks, tables, chairs and shelf). | gv | 1.00 | - 0 | - 0 |
| 1.9 | Construction Site Maintenance, Construction Engineer and Health and Safety team, including all fixed costs associated with the development of the Contract (this price will not apply in the case of extensions of time concessions due to the Contractor, includes water expenses, energy or diesel if necessary) | mês | 6.00 | - 0 | - 0 |
| 1.10 | Maintenance of the Surveillance Office and the meeting room, including expenses for mineral water, Tea, sugar, milk, coffee, internet, A4 paper | mês | 6.00 | - 0 | - 0 |
| 1.11 | Provision for insurance of works and guarantees. | | | | |
| 1.11.1 | Construction all risk insurance | gv | 1.00 | - 0 | - 0 |
| 1.11.2 | Public liability insurance | gv | 1.00 | - 0 | - 0 |
| 1.11.3 | Workers compensation insurance | gv | 1.00 | - 0 | - 0 |
| 1.12 | Provision for material testing Including concrete cubes measuring 15x15x15cm for testing in the concrete quality laboratory, soil compaction tests (modified proctor test), compression tests of the mortar blocks, all tests on water pipes, with appropriate equipment in accordance with the technical specifications, as well as cleaning and disinfection thereof, Soil characterization and analysis, Water quality testing, Course Aggregate characterization, Bar Bending Tests, and all relevant tests will be required during the constrution. | gv | 1.00 | - 0 | - 0 |
| 1.13 | Delivery of final screens ( as built drawings). | gv | 1.00 | - 0 | - 0 |
| 1.14 | Supply of brochures, specifications and manufacturer certificate for all the materials applied on site or asked by the supervision team | gv | 1.00 | - 0 | - 0 |
| 1.15 | General cleaning of the land, including removal of topsoil up to a depth of 200mm, cutting and removing of trees where and only if necessary, transportation of the resulting material to the dump and all complementary works. - All building area | gv | 1.00 | - 0 | - 0 |
| 1.16 | Deployment of the work, including marking and complementary works extensive to the fence and streets - all building | gv | 1.00 | - 0 | - 0 |
| 1.17 | Supply and application of all signs identifying the rooms in the Maternity Building (signs designed and painted with ink and the appropriate color chosen by the developer) | gv | - 0 | - 0 | - 0 |
| 1.18 | Supply and installation of a temporary tent measuring 5,000 x 10,000 mm, including a fixing structure, where the hospital services will operate while the rehabilitation works are in progress | mês | 1.00 | - 0 | - 0 |
| 1.19 | Execution of geotechnical tests, execution of two prospecting wells up to 2 meters, including the execution of DCP tests up to 3 meters (1 test in each meter) Collection of samples to carry out characterization tests (Atteberg and galumetrial limits) and to profile the well cut (log) | vg | 1.00 | - 0 | - 0 |
| 1.20 | Carrying out 6 compaction control tests per layer of landfill in locations to be determined during the execution of the work in coordination with the inspection | vg | 1.00 | - 0 | - 0 |
1.21 supply and installation of inauguration signx, In marble, includes 4 fixing elements vg 1.00 - 0 - 0
TOTAL PRELIMINARY AND GENERAL 0.00
ERROR:#REF! MATERNITY
| BILL OF QUANTITY | | | | | | |
| ITEM | DESCRIÇÃO | DESCRIPTION | UN | QUANT. | UNIT PRICE (USD) | TOTAL PRICE (USD) |
NOTE: Tenderers are advised to study the Contract Document before pricing this bill
A STRUCTURE
| A.1 | EARTHWORKS | | | | |
| A.1.1 | Excavations | | | | |
| A.1.1.1 | Excavation in earth for trenches and holes including complementary works | | | | |
| i) | In isolated footings and foundation beams | m3 | 99.73 | - 0 | - 0 |
| A.1.2 | Anti-Termite | | | | |
| A.1.2.1 | Soil treatment against termites, with appropriate product to be approved by the supervisor prior to application on site, sprayed on the foundation beddings, footings, (floor and sides), including on the floor slab, dosed as per the product manufacturer | | | | |
| i) | In isolated footings | m² | 198.78 | - 0 | - 0 |
| ii) | In foundation beddings | m² | - 0 | - 0 | - 0 |
| iii) | In Floor slab (prior and after backfilling and compaction of imported material) | m² | 199.80 | - 0 | - 0 |
| A.1.3 | Backfilling to Foundations | | | | |
| A.1.3.1 | Backfilling (200mm maximum layers), watering, processing and compaction, with soil from the excavations | | | | |
| i) | In isolated footings and foundation beams | m3 | 86.83 | - 0 | - 0 |
| A.1.4 | Backfilling to Floor Box | | | | |
| A.1.4.1 | Backfill, watering, processing and compaction in 200mm maximum layers to 93% AASHATO MOD in the pavement box, with borrowed material to be approved by the supervisor prior to application, to the hight as per indicated in the drawing | | | | |
| i) | In Floor slab box | m3 | 39.76 | - 0 | - 0 |
| ii) | In Ramp and steps | m3 | 1.54 | - 0 | - 0 |
| iii) | In Walkway | m3 | 7.96 | - 0 | - 0 |
| A.1.5 | Rockfill | | | | |
| A.1.5.1 | Supply, laying and compaction of 25mm-50mm grading rockfill material, to be approved by the supervisor prior application, in the foundation surface beddings and isolated footings with 50mm thickness, including in the floor slab box with 100mm thickness | | | | |
| i) | In isolated footings | m³ | 2.79 | - 0 | - 0 |
| ii) | In foundations beddings | m³ | - 0 | - 0 | - 0 |
| iii) | In floor slab box | m³ | 9.99 | - 0 | - 0 |
| iv) | In Ramp and steps | m3 | 0.39 | - 0 | - 0 |
| v) | In Walkway | m3 | 1.99 | - 0 | - 0 |
| A.1.6 | USB polyethylene Sheet | | | | |
| A.1.6.1 | Supply and Laying of type C 250 micron USB plastic sheet as per SABS sans 952-1, or similar to be approved by the supervisor prior application | | | | |
| i) | In the floor slab | m² | 398.58 | - 0 | - 0 |
| iv) | In Ramp and steps | m3 | 8.47 | - 0 | - 0 |
| v) | In Walkway | m3 | 43.78 | - 0 | - 0 |
Subtotal - 0
A.2 CONCRETE, REINFORCEMENT AND FORMWORK
| Cost of tests |
| The costs of making, storing and testing of concrete test cubes as required by the "Regulamento de Estruturas de Betao Armado (Decreto no 47723 de 20 de Maio de 1967 " shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the Engineer. The testing shall be undertaken by an independent firm or institution nominated by the Contractor to the approval of the Engineer (Test cubes are measured separately) |
| Formwork |
| Descriptions of formwork shall be deemed to include use and waste only (except where described as "left in" or "permanent"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself |
| A.2.1 | Concrete | | | | |
| A.2.1.1 | Supply and pour of B15 blinding concret, 50mm tick, including all necessary works, as per dimentions and specifications indicated in the drawings/ technical specifications in each element | | | | |
| i) | In isolated footings | m3 | 2.79 | - 0 | - 0 |
| ii) | In foundation beds | m3 | - 0 | - 0 | - 0 |
| iv) | In Ramp and steps | m3 | 0.39 | - 0 | - 0 |
| v) | In Walkway | m3 | 19.90 | - 0 | - 0 |
| A.2.1.2 | Supply and pour of B25 concrete in structural elements, including all necessary works, as per dimentions and specifications indicated in the drawings/ technical specifications | | | | |
| i) | In isolated footings | m3 | 7.32 | - 0 | - 0 |
| In foundation beams | m3 | - 0 | - 0 | - 0 |
| ii) | In columns | m3 | 5.88 | - 0 | - 0 |
| iii) | In Floor slab | m3 | 19.41 | - 0 | - 0 |
| iv) | In beams | m3 | 20.98 | - 0 | - 0 |
| v) | In Slabs | m3 | 23.41 | - 0 | - 0 |
| vi) | In Ramp and steps | m3 | 0.92 | - 0 | - 0 |
| vii) | In Walkway | m3 | 4.78 | - 0 | - 0 |
| A.2.2 | Mesh | | | | |
| A.2.2.1 | Supply and laying of mesh AQ38, including complementary works. | | | | |
| i) | In Floor slab | m2 | 142.34 | - 0 | - 0 |
| vi) | In Ramp and steps | m3 | 8.47 | - 0 | - 0 |
| vii) | In Walkway | m3 | 43.78 | - 0 | - 0 |
| A.2.3 | Steel work |
| A.2.3.1 | Supply, cutting, molding and laying of A400 steel bar including connecting wires, as per specified in the drawings |
| A.2.3.1.1 | In foundations | | | | |
| i) | Ø6mm | kg | 16.00 | - 0 | - 0 |
| iii) | Ø12mm | kg | 399.00 | - 0 | - 0 |
| iii) | Ø16mm | kg | 54.00 | - 0 | - 0 |
| A.2.3.1.2 | In columns | | | | |
| i) | Ø6mm | kg | 183.00 | - 0 | - 0 |
| ii) | Ø12mm | kg | 553.00 | - 0 | - 0 |
| iii) | Ø16mm | kg | 271.00 | - 0 | - 0 |
| A.2.3.1.3 | In beams | | | | |
| i) | Ø6mm | kg | 547.00 | - 0 | - 0 |
| i) | Ø8mm | kg | 242.00 | - 0 | - 0 |
| ii) | Ø10mm | kg | 720.00 | - 0 | - 0 |
| iii) | Ø12mm | kg | 383.00 | - 0 | - 0 |
| In Slabs | | | | |
| i) | Ø8mm | kg | 2,231.00 | - 0 | - 0 |
| A.2.4 | Formwork | | | | |
| A.2.4.1 | Supply and installation of formwork, in structural elements, including complementary works: | | | | |
| i) | In footings | m2 | 30.15 | - 0 | - 0 |
| ii) | In columns | m2 | 117.60 | - 0 | - 0 |
| iii) | In beams | m2 | 172.26 | - 0 | - 0 |
| In slabs | m2 | 195.10 | - 0 | - 0 |
Subtotal - 0
SUB TOTAL OF STRUCTURE 0.00
B ARCHITECTURE
B.1 Blockwork
B.1.1 Supply and settling of 200mm thick solid blocks filled with B15 concrete, laid with mortar at 1:5 ratio, including brickforce in ever 2 rows
| Foundation | m2 | 81.92 | - 0 | - 0 |
| Fireguard | m2 | 11.50 | - 0 | - 0 |
| Ramp and steps | m2 | | - 0 | - 0 |
| B.1.2 | Supply and replacement of cast blocks, laid with 1: 5 cement and sand mortar, including ˝brick force˝ placed horizontally in every 3 rows and complementary works, on new gables - Blocks of 400x200x200mm | | | | |
| B.1.2.1 | In External and internal walls | m2 | 314.39 | - 0 | - 0 |
| B.1.2 | Supply and replacement of cast blocks, laid with 1: 5 cement and sand mortar, including ˝brick force˝ placed horizontally in every 3 rows and complementary works, on new gables - Blocks of 400x200x150mm | | | | |
| B.1.2.1 | Dividing walls | m2 | 7.65 | - 0 | - 0 |
| E.2.2 | Grid blockwork | | | | |
| E.2.2.1 | Grid blockwork in 3,5Mpa ventilation blocks (non loadbearing) in class 1 mortar in stretcher bond with flush up joints | | | | |
| i) | 200x200X150mm Wall | m2 | 17.65 | - 0 | - 0 |
Subtotal - 0
B.2 Carpentry and Joinery
| B.2.1 | Windows | | | | |
| B.2.1.1 | Supply new window spans in solid wood blinds, "Chamfuta", with frames ready to be varnished, including fittings according to drawings, in the following compartments: | | | | |
| i) | W1 - 1152x1200 | un | 7.00 | - 0 | - 0 |
| ii) | W1a - 1150x1200 | un | 5.00 | - 0 | - 0 |
| iii) | W2 - 500x1200 | un | 4.00 | - 0 | - 0 |
| iv) | W3 - 500x1200 | un | 2.00 | - 0 | - 0 |
| B.2.2 | Doors | | | | |
| B.2.2.1 | Supply new frame and doors in solid wood, "Chamfuta" with frames prepared to be varnished, including hardware according to drawings, in the following compartments: | | | | |
| i) | D1 - 2100x900 | un | 1.00 | - 0 | - 0 |
| ii) | D2 - 2100x800 | un | 4.00 | - 0 | - 0 |
| iii) | D3 - 2100x1300 | un | 2.00 | - 0 | - 0 |
| iv) | D4 - 2100x1200 | un | 3.00 | - 0 | - 0 |
| v) | D1a - 2100x900 | un | 1.00 | - 0 | - 0 |
Subtotal - 0
B.3 Screeding, Plastering and Ceiling
| B.3.1 | Screeding | | | | |
| B.3.1.1 | New screed flooring, in helicopter-finished, including surface hardener and construction joints, in the following compartments: | | | | |
| iii) | In Floor slab | m2 | 122.10 | - 0 | - 0 |
E.2.3.1.1 Supply and application of floor burnt screeding with cement mortar and sand in a 1:3 ratio - Roof slab m2 199.80 - 0 - 0
| B.3.1.2 | New quartered screed, in helicopter-finished, including surface hardener and construction joints, in the following compartments: | | | | |
| iv) | In Ramp and steps | m2 | 7.70 | - 0 | - 0 |
| v) | In Walkway | m2 | 39.80 | - 0 | - 0 |
| B.3.2 | Plastering | | | | |
| B.3.2.1 | Supply and application of splash and smooth plaster on external columns, beams and gable walls with anti-cracking and waterproofing additive with cement and sand mortar, ready to be painted | m2 | 179.70 | - 0 | - 0 |
B.3.2.2 Supply and application of splash and smooth plaster on internal columns, beams and gable walls with anti-cracking and waterproofing additive with cement and sand mortar, ready to be painted m2 434.70 - 0 - 0
B.3.2.2 Supply and application of splash and smooth plaster on Slabs with anti-cracking and waterproofing additive with cement and sand mortar, ready to be painted m2 195.10 - 0 - 0
| B.3.3 | Ceiling | | | | |
| B.3.3.1 | supply and application of false ceiling in removable plates 1200x600mm of 12,5mm thickness including support structure in galvanized profiles, according to the architect's specification | m2 | 122.10 | - 0 | - 0 |
Subtotal - 0
| B.4 | Painting | | | | |
| B.4.1 | Supply and application of two coats of "CEMCRETE CEMWASH OCHRE white exterior wall finish" on exterior walls, including surface preparation and a coat of primer paint. or Equivalent or Equivalent | m2 | 179.70 | - 0 | - 0 |
| B.4.2 | Supply and application of two coats of CEMCRETE SATINCRETE PEWTER on interior walls, including surface preparation and a coat of primer paint.or Equivalent or Equivalent | m2 | 434.70 | - 0 | - 0 |
| Supply and application of two coats of CEMCRETE SATINCRETE PEWTER on slabs, including surface preparation and a coat of primer paint.or Equivalent or Equivalent | m2 | 195.10 | - 0 | - 0 |
| PAINTING - apply one coat of synthetic primer/undercoat 18-050 ACRYLIC WOOD UNDERCOAT, as a finish apply two coats of acrylic urethane waterborne enamel, semi-gloss finish 12-260 AC-THANE SATIN. Color similar to the existing one or to be defined by the architect. | m2 | 69.80 | - 0 | - 0 |
Subtotal - 0
| B.5 | FLOOR AND FOOTWEAR FINISHES | | | | |
| B.5.1 | Execution of flooring in Infinity Pearl ceramic tiles - RECER or similar 450x450mm, including all complementary works.Delivery room, post partum. | m2 | 74.20 | - 0 | - 0 |
| B.5.2 | Execution of flooring in Infinity Pearl ceramic tiles - RECER or similar 330x330mm, including all complementary works. Corridor, WC, Admission, Battery room and Pantry. | m2 | 13.55 | - 0 | - 0 |
| B.5.3 | Execution of flooring in squared screed with cement mortar and sand in a 1:3 ratio ( remaining compartments) including all complementary work. | m2 | 17.55 | - 0 | - 0 |
Subtotal - 0
| B.6 | WALL FINISHES | | | | |
| B.6.1 | Execution of wall in Infinity Pearl ceramic tiles - RECER or similar 150x150mm, Delivery room and post partum room up to 2100mm height | m2 | 164.01 | - 0 | - 0 |
Subtotal - 0
B.7 Sanitary Equipment and Accessories
| Sanitary Accessories | | | | |
| Supply and install a flexible pan connector (MARLEY) or equivalent, used in the installation of toilets | un | 2.00 | - 0 | - 0 |
| Supply and install a angel valve (COBRA) or equivalent, used in the installation of toilets and basins | un | 9.00 | - 0 | - 0 |
| Supply and install sink strainer (BW101U GIO) or equivalent, used in installation of basins, according manufacturer´s instructions. | un | 7.00 | - 0 | - 0 |
| Supply and install trap (MARLEY ETP09 WHITE BASIN P TRAP) or equivalent, used in installation of basins, according manufacturer´s instructions. | un | 7.00 | - 0 | - 0 |
| Supply and install a flexible connector SABS 500mm (COBRA) used in installation of basins, according manufacturer´s instructions. | un | 9.00 | - 0 | - 0 |
| Supply and install a flexible connector SABS 600mm (COBRA) used in installation of toilets, according manufacturer´s instructions. | un | 2.00 | - 0 | - 0 |
| Supply and install Stop tap (COBRA Stella Bright Stoptap CXC 3338ST), used in cold water installation of showers, according manufacturer´s instructions. | un | 2.00 | - 0 | - 0 |
| Supply and install Stop tap (COBRA Stella Bright Stoptap CXC 3338ST), used in hot water installation of showers, according manufacturer´s instructions. | un | 2.00 | - 0 | - 0 |
| Supply and install shower amr (COBRA ZAMBEZI), used in installation of showers, according manufacturer´s instructions. | un | 2.00 | - 0 | - 0 |
| Supply and install shower head (COBRA ZAMBEZI triangular), used in installation of showers, according manufacturer´s instructions. | un | 2.00 | - 0 | - 0 |
| Supply and install shower trap (ISM 0804 Square), used in installation of showers, according manufacturer´s instructions. | un | 2.00 | - 0 | - 0 |
| Supply and install Solar Water Heater 150 liters, (ECO TUBE, ARISTON) or equivalente and all materials and work necessary for it´s execution, ready to use. | un | 1.00 | - 0 | - 0 |
| Sanitary Equipment | | | | |
| Supply compact porcelain toilets, including faucets, connection accessories and all the work necessary for a perfect finish | un | 2.00 | - 0 | - 0 |
| Supply and install of washbasins with porcelain pedestals, including simple tap from COBRA and connection accessories - Basin wall hung 429x390x162mm | un | 7.00 | - 0 | - 0 |
| Supply and installation of washbasin taps, Basin mixer standard code: NL-951 from cobra | un | 7.00 | - 0 | - 0 |
| Application of a spoon burnt shower tray with 1% pendants, including anti-vandal shower and connection accessories and all the work necessary for a perfect finish - including Build-in shower base with 800x1200mm | un | 1.00 | - 0 | - 0 |
| Application of a spoon burnt shower tray with 1% pendants, including anti-vandal shower and connection accessories and all the work necessary for a perfect finish - including Build-in shower base with 800x1600mm | un | 1.00 | - 0 | - 0 |
| Supply and install shower mixer, focus single lever, type COBRA, Carina shower head code no. 431C with shower mixer | un | 2.00 | - 0 | - 0 |
| Supply and install Franke Trendline built-in kitchen sink (800×460 SEB), single Bowl measuring 800 x 460 x 140mm, including simple tap from COBRA and all the accessories for correct functionality | un | 1.00 | - 0 | - 0 |
| Supply and installation of a Mirror (850x600x4mm), including clip-type fixing accessories | un | 7.00 | - 0 | - 0 |
| Supply and installation of a toilet paper VAAL roll holder with key (for two rolls), in stainless steel | un | 2.00 | - 0 | - 0 |
| Supply of toilet brush, in stainless steel | un | 2.00 | - 0 | - 0 |
| Supply of waste bin | un | 2.00 | - 0 | - 0 |
| Supply and installation of grab bar (WC) CNTX 600 CODE: 359872 from FRANKE | un | 1.00 | - 0 | - 0 |
| Supply and installation of straight grab bar (WC) CNTX 600 CODE: 359872 from FRANKE | un | 1.00 | - 0 | - 0 |
| Supply and installation of grab bar (shower) from SANINDUSA series NEW WCCARE | un | 1.00 | - 0 | - 0 |
| Supply and installation of corner grab bar (shower) from SANINDUSA series NEW WCCARE | un | 1.00 | - 0 | - 0 |
| Supply and instalation of shower folding seat for disabled | un | 1.00 | - 0 | - 0 |
| Supply and install VAAL soap disposal | un | 6.00 | - 0 | - 0 |
| Supply and installation of Chome Hanging hook | un | 2.00 | - 0 | - 0 |
| Supply and installation of Inox shower curtain rail | un | 2.00 | - 0 | - 0 |
| Supply and installation of tower rack | un | 2.00 | - 0 | - 0 |
Subtotal - 0
Miscellaneous
Supply and installation of sheet metal coping (coping cover, continuos cleat and nails) BM exposed fasteners coping, including fastening accessories and all necessary work - See architectual drawings m 57.50 - 0 - 0
| Waterproofing | | | | |
| Supply and placement of CIN Imperflex R700 Asphalt emulsion "waterproofing compund" or equally approved on horizontal ceiling surface as per Manufacturer Specifications | m2 | 199.80 | - 0 | - 0 |
| B.2.3 | Insulation | | | | |
| B.2.3.1 | Supply and installation of 100mm "Isotherm" polyester thermal insulation or equally approved on horizontal ceiling surface as per Manufacturer Specifications | m2 | 199.80 | - 0 | - 0 |
| Signaling | | | | |
| Supply and installation of the Plates below, including all additional work for their correct application | | | | |
| Anodized aluminum pictogram on one side 150mm x 150mm x 2mm with the symbol of the sanitary | un | 1.00 | - 0 | - 0 |
| Anodized aluminum pictogram on one side 150mm x 150mm x 2mm with the symbol of the Disable sanitary | un | 1.00 | - 0 | - 0 |
| single-sided anodized aluminum plate 125mm(h) x500mm(w) x 2mm engraved with 50mm lettering - compartment signage | un | 6.00 | - 0 | - 0 |
| Supply and installation of Emergency Signage board in acrylic, 5mm thick with vinyl letters including all materials and inherent accessories | un | 5.00 | - 0 | - 0 |
| LETTERING | | | | |
| Supply and installation o Exterior Lettering in Brushed Steel with the following designation "MATERNIDADE DE METOCHERIA", including all materials and inherent accessories | un | 1.00 | - 0 | - 0 |
Subtotal - 0
SUB TOTAL ARCHITECTURE 0.00
C HYDRAULICS
C.1 WATER SUPPLY
| Supply and install cold water pipes, PPR type embedded or fixed in masonry or in concrete elements, including galvanized anchors where necessary, opening and closing where required, and including all PPR fittings. | | | | |
| Ø 25mm | ml | 55.00 | - 0 | - 0 |
| Ø 32mm | ml | 4.00 | - 0 | - 0 |
| Supply and install hot water pipes, PPR type embedded or fixed in masonry or in concrete elements, including galvanized anchors where necessary, opening and closing where required, and including all PPR fittings. | | | | |
| Ø 25mm | ml | 10.00 | - 0 | - 0 |
| Supply and installation of shut-off valves and accessories | | | | |
| Ø 25mm | ml | 3.00 | - 0 | - 0 |
| Ø 32mm | ml | 1.00 | - 0 | - 0 |
| Execution of pressure test in all the existing piping, with appropriate equipment, according to the technical specification, as well as cleaning and disinfecting. | Global | 1.00 | - 0 | - 0 |
Subtotal - 0
C.2 SEWAGE DRAINAGE
C.2.1 Pipes
| Supply and install water PVC pipes, Marley or similar, wast, underground and ventilation pipe, embedded or fixed in masonry or in concrete elements, including all PVC accessories and galvanized anchors, and opening and closing where required | | | | |
| Ø 50mm | ml | 30.00 | - 0 | - 0 |
| Ø 75mm | ml | 8.00 | - 0 | - 0 |
| Ø 110mm | ml | 6.00 | - 0 | - 0 |
| Execution of pressure test in all the existing piping, with appropriate equipment, according to the technical specification, as well as cleaning and disinfecting. | Global | 1.00 | - 0 | - 0 |
| E.3.4 | RAINWATER DRAINAGE | | | | |
| E.3.4.2 | Supply and installation of Modular Plastic Tanks of 2500 litres of capacity for the collection of rainwater from the roof, including concrete base 2000x2000x300mm and all necessary accessories and works to its normal operation as specified in the drawings. | un | 1.00 | - 0 | - 0 |
| Supply and install water PVC pipes, Marley or similar, wast, underground and ventilation pipe, embedded or fixed in masonry or in concrete elements, including all PVC accessories and galvanized anchors, and opening and closing where required | | | | |
| Ø 110mm | ml | 6.00 | - 0 | - 0 |
Subtotal - 0
| C.2.3 | inspection boxes | | | | |
| C.2.3.1 | Execution of 0.60x0.60 inspection boxes, with variable heights, respecting the inclination, with concrete lids | un | 6.00 | - 0 | - 0 |
Subtotal - 0
| C.2.4 | FIRE FIGHTING | | | | |
| C.2.4.1 | Supply and installation of 4.5 kg Class A, B and C Fire Extinguishers, to be placed in the positions indicated in the drawings | un | 1.00 | - 0 | - 0 |
Subtotal - 0
SUB TOTAL HIDRAULICS 0.00
D ELECTRICAL INSTALLATION
| 1 | EARTH SYSTEMS | | | | |
| 1,1 | Supply and installation of bare copper conductor, 25mm2. | m | 108.00 | - 0 | - 0 |
| 1,2 | Supply and installation of copper rods. the price should be increased by 10% to include fixing accessories. | Un | 11.00 | - 0 | - 0 |
| 1,3 | Supply and installation of earth measurement boxes. | Un | 1.00 | - 0 | - 0 |
| 2 | PIPING | | | | |
| 2,1 | Supply and installation of rigid PVC pipe VD-M, 32 mm outside diameter and 1.8 mm thick. Compression resistance 750 N, impact resistance 2 joules, working temperature -5°C to 60°C, classification 3321, according to NP EN 61386-1 and NP EN 61386-21, with the price increased by 10% for accessories and special parts, including opening and replacement of walls and floors. | m | 30.00 | - 0 | - 0 |
| 2.2 | Supply and installation of Rigid PVC protective gutter, 20x75 mm, with 3 independent spaces, for housing electrical cables, including p/p of accessories. According to NP EN 50085-1, with IP 4X degree of protection according to NP EN 60529. | m | 30.00 | - 0 | - 0 |
| 2.3 | Supply and installation of Rigid PVC VD-M tube with an external diameter of 16 mm and a thickness of 1.3 mm. Compression resistance 750 N, impact resistance 2 joules, working temperature -5°C to 60°C, classification 3321, according to NP EN 61386-1 and NP EN 61386-21, with the price increased by 10% for accessories and special parts. | m | 160.00 | - 0 | - 0 |
| 2.4 | Supply and installation of Rigid PVC VD-M tube with an external diameter of 20 mm and a thickness of 1.5 mm. Compression resistance 750 N, impact resistance 2 joules, working temperature -5°C to 60°C, classification 3321, according to NP EN 61386-1 and NP EN 61386-21, with the price increased by 10% for accessories and special parts. | m | 110.00 | - 0 | - 0 |
| 3 | CONDUCTORS AND CABLES | | | | |
| 3,1 | Supply and laying of single-core H07V-U cable, non-flame propagation, with class 1 single-line copper conductor, 1.5 mm² cross-section, with PVC insulation, with an assigned voltage of 450/750 V. According to NP 2356-3. All regulated races must be observed, including the return signal. | m | 400.00 | - 0 | - 0 |
| 3,2 | Supply and laying of single-core H07V-U cable, non-flame propagation, with class 1 single-line copper conductor, 2.5 mm² cross-section, with PVC insulation, with an assigned voltage of 450/750 V. According to NP 2356-3. All regulated races must be observed, including the return signal. | m | 300.00 | - 0 | - 0 |
| 3.5 | Supply and Laying of Cable XV 3x6mm2. Price increased by 10% to include installation accessories. | m | 100.00 | - 0 | - 0 |
| 5 | ENTRANCE | | | | |
| 5,1 | Supply and installation of recessed box with opaque door, for housing the entry cut-off device (ACE) type limiting differential circuit breaker in an independent and clip-on compartment and the installation protection switches, 4 rows of 24 modules. Made of self-extinguishing ABS, with IP 40 degree of protection, double insulation (class II), RAL 9010 white color. According to EN 60670-1. | Un | 1.00 | - 0 | - 0 |
| 5,2 | Supply and installation of Automatic Main Switch (IGA), 2 modules, BIpolar (2P), with 10 kA of cutting power, 25 A of nominal current, curve C, including p/p of mounting accessories. According to EN 60898-1. | Un | 1.00 | - 0 | - 0 |
| 5.3 | Supply and installation of instantaneous differential switch, 2P/25A/30mA, 2 modules, including p/p of mounting accessories. According to EN 61008-1 | un | 2.00 | - 0 | - 0 |
| 5.4 | Supply and installation of a 2-module bipolar (2P) magneto-thermal circuit breaker, with 10 kA of breaking power, 10 A of nominal current, curve C, including p/p of mounting accessories. According to EN 60898-1. | Un | 4.00 | - 0 | - 0 |
| 5.5 | Supply and installation of a 2-module, bipolar (2P) magneto-thermal circuit breaker, with 10 kA of breaking power, of 16 A of nominal current, curve C, including p/p of mounting accessories. According to EN 60898-1. | un | 4.00 | - 0 | - 0 |
| 6 | COMPONENTS FOR ELECTRIC MAINS FOR INDIVIDUAL INTERIOR DISTRIBUTION: basic range mechanisms (key or cover and ring: white; trim: white) and surface monoblock (IP 55); built-in boxes with fixing screws. | | | | |
| 6.1 | Supply and installation of a simple Switchgear Box. | Un | 12.00 | - 0 | - 0 |
| 6.2 | Supply and installation of deep switchgear box | Un | 15.00 | - 0 | - 0 |
| 6,3 | Supply and installation of waterproof junction box for universal recessing, connection on 4 sides. The price should be increased by 30% to include WAGO connectors (atomatic). | Un | 18.00 | - 0 | - 0 |
| 6,4 | Supply and installation of electromechanical time switch 1P, 25A. | Un | 1.00 | - 0 | - 0 |
| Supply and installation of AC 220V voltage indicator. | Un | 2.00 | - 0 | - 0 |
| 6,5 | Supply and fitting of a high-end single-pole switch, with a single button and a 1-element white ring and white trim. | Un | 9.00 | - 0 | - 0 |
| Supply and installation of a high-end double switch, with a double key in a special color and a frame with 1 element in a special color. | Un | 4.00 | - 0 | - 0 |
| Supply and installation of 16 A 2P+T watertight monobloc socket base, for surface placement (IP 55), grey. | Un | 20.00 | - 0 | - 0 |
| Supply and installation of 16 A 2P+T watertight double socket base, for surface placement (IP 55), grey. | Un | 2.00 | - 0 | - 0 |
| 6,7 | Supply and installation of combined Protector against surges of category I, II, III and IV, for single-phase line of 230 V, impulse current, with wave of 10/350 µs, of 30/120 kA and protection level of 1.5 kV, according to IEC 61643-1, IEC 61312-3 and IEC 61643-11. | Un | 1.00 | - 0 | - 0 |
| Supply and installation of Surge Protectors for analogue or ADSL telephone lines, maximum current, with 8/20 µs wave, 20/40 kA and 330 V protection level, according to IEC 61643-21 and NFC 61-0740. | Un | 1.00 | - 0 | - 0 |
| Supply and installation of surge protectors for computer network lines, RJ-45 input and output connections, 100 Mbit/s, maximum current C2 (2 kA/4 kV), protection level less than 50 V, according to IEC 61643- 21 and NFC 61-0740. | Un | 1.00 | - 0 | - 0 |
| 7 | LIGHTING | | | | |
| 7.1 | Supply and installation of Ruler Armor for 2 T8 1200MM LED lamps with reference HB-301021 and code 7920301021. The price must be increased by 10% to include the respective lamps. | Un | 12.00 | - 0 | - 0 |
| 7.2 | Supply and installation of waterproof lighting fixture for 1 T8 1200MM LED lamp, reference WP-LA136 and code 7920301136. Price increased by 10% to include the respective lamp. | Un | 5.00 | - 0 | - 0 |
| 7.3 | Supply and installation of 18W LED luminaire for surface mounting. | Un | 6.00 | - 0 | - 0 |
| 7.4 | Supply and installation of 12W LED luminaire for surface mounting. | Un | 6.00 | - 0 | - 0 |
| 8 | PV SYSTEM | | | | |
| 8.1 | Supply and Installation of 450W Solar Panel DAYWTT242096X1040X40mm Monocrystalline VC:49.3 | Un | 12.00 | - 0 | - 0 |
| 8.2 | Supply and Installation of Bar Fixing structure for Fixing Solar panel 1x1 each. | un | 12.00 | - 0 | - 0 |
| 8.3 | Supply and installation of 10mm2 black flexible photovoltaic cable, price increased by 10% to include fixing accessories. | m | 40.00 | - 0 | - 0 |
| 8.4 | Supply and Installation of 10mm2 red flexible photovoltaic cable, price increased by 10% to include fixing accessories. | m | 40.00 | - 0 | - 0 |
| 8.5 | Supply and installation of a 0.4kW solar submersible pump, complete KIT includes one 270W solar panel, inverter, level switch, connectors, photovoltaic cable. DEPTH:1-40 METERS/DAILY WATER PUMPING CAPACITY:9-23 m3, METALLIC STRUCTURE OF SOLAR PANELS WITH APPROPRIATE CLAMPS AND SUPPORTS/SUBMERSIBLE CABLE. | Un | 1.00 | - 0 | - 0 |
TOTAL ELECTRICAL INSTALLATION 0.00
GRAND TOTAL 0.00
&A | Pag: &P of &N
MATERNITY
| PROJECT TITLE | REVISION |
| ALTERNATIVE DESIGN - CONSTRUCTION OF NEW MATERNTY BLOCKS | 0 |
| LOCATION - Murrebue HF (Mecufi district) and Muaja HF (Ancuabe district) | FILE NUMBER |
| 0.00 | C20-28-USAID |
ERROR:#REF! MATERNITY
| BILL OF QUANTITY | | | | | | |
| ITEM | DESCRIÇÃO | DESCRIPTION | UN | QUANT. | UNIT PRICE (USD) | TOTAL PRICE (USD) |
NOTE: Tenderers are advised to study the Contract Document before pricing this bill
A STRUCTURE
| A.1 | EARTHWORKS | | | | |
| A.1.1 | Excavations | | | | |
| A.1.1.1 | Excavation in earth for trenches and holes including complementary works | | | | |
| i) | In isolated footings and foundation beams | m3 | 99.73 | - 0 | - 0 |
| A.1.2 | Anti-Termite | | | | |
| A.1.2.1 | Soil treatment against termites, with appropriate product to be approved by the supervisor prior to application on site, sprayed on the foundation beddings, footings, (floor and sides), including on the floor slab, dosed as per the product manufacturer | | | | |
| i) | In isolated footings | m² | 198.78 | - 0 | - 0 |
| ii) | In foundation beddings | m² | - 0 | - 0 | - 0 |
| iii) | In Floor slab (prior and after backfilling and compaction of imported material) | m² | 199.80 | - 0 | - 0 |
| A.1.3 | Backfilling to Foundations | | | | |
| A.1.3.1 | Backfilling (200mm maximum layers), watering, processing and compaction, with soil from the excavations | | | | |
| i) | In isolated footings and foundation beams | m3 | 86.83 | - 0 | - 0 |
| A.1.4 | Backfilling to Floor Box | | | | |
| A.1.4.1 | Backfill, watering, processing and compaction in 200mm maximum layers to 93% AASHATO MOD in the pavement box, with borrowed material to be approved by the supervisor prior to application, to the hight as per indicated in the drawing | | | | |
| i) | In Floor slab box | m3 | 39.76 | - 0 | - 0 |
| ii) | In Ramp and steps | m3 | 1.54 | - 0 | - 0 |
| iii) | In Walkway | m3 | 7.96 | - 0 | - 0 |
| A.1.5 | Rockfill | | | | |
| A.1.5.1 | Supply, laying and compaction of 25mm-50mm grading rockfill material, to be approved by the supervisor prior application, in the foundation surface beddings and isolated footings with 50mm thickness, including in the floor slab box with 100mm thickness | | | | |
| i) | In isolated footings | m³ | 2.79 | - 0 | - 0 |
| ii) | In foundations beddings | m³ | - 0 | - 0 | - 0 |
| iii) | In floor slab box | m³ | 9.99 | - 0 | - 0 |
| iv) | In Ramp and steps | m3 | 0.39 | - 0 | - 0 |
| v) | In Walkway | m3 | 1.99 | - 0 | - 0 |
| A.1.6 | USB polyethylene Sheet | | | | |
| A.1.6.1 | Supply and Laying of type C 250 micron USB plastic sheet as per SABS sans 952-1, or similar to be approved by the supervisor prior application | | | | |
| i) | In the floor slab | m² | 398.58 | - 0 | - 0 |
| iv) | In Ramp and steps | m3 | 8.47 | - 0 | - 0 |
| v) | In Walkway | m3 | 43.78 | - 0 | - 0 |
Subtotal - 0
A.2 CONCRETE, REINFORCEMENT AND FORMWORK
| Cost of tests |
| The costs of making, storing and testing of concrete test cubes as required by the "Regulamento de Estruturas de Betao Armado (Decreto no 47723 de 20 de Maio de 1967 " shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the Engineer. The testing shall be undertaken by an independent firm or institution nominated by the Contractor to the approval of the Engineer (Test cubes are measured separately) |
| Formwork |
| Descriptions of formwork shall be deemed to include use and waste only (except where described as "left in" or "permanent"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself |
| A.2.1 | Concrete | | | | |
| A.2.1.1 | Supply and pour of B15 blinding concret, 50mm tick, including all necessary works, as per dimentions and specifications indicated in the drawings/ technical specifications in each element | | | | |
| i) | In isolated footings | m3 | 2.79 | - 0 | - 0 |
| ii) | In foundation beds | m3 | - 0 | - 0 | - 0 |
| iv) | In Ramp and steps | m3 | 0.39 | - 0 | - 0 |
| v) | In Walkway | m3 | 19.90 | - 0 | - 0 |
| A.2.1.2 | Supply and pour of B25 concrete in structural elements, including all necessary works, as per dimentions and specifications indicated in the drawings/ technical specifications | | | | |
| i) | In isolated footings | m3 | 7.32 | - 0 | - 0 |
| In foundation beams | m3 | - 0 | - 0 | - 0 |
| ii) | In columns | m3 | 5.88 | - 0 | - 0 |
| iii) | In Floor slab | m3 | 19.41 | - 0 | - 0 |
| iv) | In beams | m3 | 20.98 | - 0 | - 0 |
| v) | In Slabs | m3 | 23.41 | - 0 | - 0 |
| vi) | In Ramp and steps | m3 | 0.92 | - 0 | - 0 |
| vii) | In Walkway | m3 | 4.78 | - 0 | - 0 |
| A.2.2 | Mesh | | | | |
| A.2.2.1 | Supply and laying of mesh AQ38, including complementary works. | | | | |
| i) | In Floor slab | m2 | 142.34 | - 0 | - 0 |
| vi) | In Ramp and steps | m3 | 8.47 | - 0 | - 0 |
| vii) | In Walkway | m3 | 43.78 | - 0 | - 0 |
| A.2.3 | Steel work |
| A.2.3.1 | Supply, cutting, molding and laying of A400 steel bar including connecting wires, as per specified in the drawings |
| A.2.3.1.1 | In foundations | | | | |
| i) | Ø6mm | kg | 16.00 | - 0 | - 0 |
| iii) | Ø12mm | kg | 399.00 | - 0 | - 0 |
| iii) | Ø16mm | kg | 54.00 | - 0 | - 0 |
| A.2.3.1.2 | In columns | | | | |
| i) | Ø6mm | kg | 183.00 | - 0 | - 0 |
| ii) | Ø12mm | kg | 553.00 | - 0 | - 0 |
| iii) | Ø16mm | kg | 271.00 | - 0 | - 0 |
| A.2.3.1.3 | In beams | | | | |
| i) | Ø6mm | kg | 547.00 | - 0 | - 0 |
| i) | Ø8mm | kg | 242.00 | - 0 | - 0 |
| ii) | Ø10mm | kg | 720.00 | - 0 | - 0 |
| iii) | Ø12mm | kg | 383.00 | - 0 | - 0 |
| In Slabs | | | | |
| i) | Ø8mm | kg | 2,231.00 | - 0 | - 0 |
| A.2.4 | Formwork | | | | |
| A.2.4.1 | Supply and installation of formwork, in structural elements, including complementary works: | | | | |
| i) | In footings | m2 | 30.15 | - 0 | - 0 |
| ii) | In columns | m2 | 117.60 | - 0 | - 0 |
| iii) | In beams | m2 | 172.26 | - 0 | - 0 |
| In slabs | m2 | 195.10 | - 0 | - 0 |
Subtotal - 0
SUB TOTAL OF STRUCTURE 0.00
B ARCHITECTURE
B.1 Blockwork
B.1.1 Supply and settling of 200mm thick solid blocks filled with B15 concrete, laid with mortar at 1:5 ratio, including brickforce in ever 2 rows
| Foundation | m2 | 81.92 | - 0 | - 0 |
| Fireguard | m2 | 11.50 | - 0 | - 0 |
| Ramp and steps | m2 | | - 0 | - 0 |
| B.1.2 | Supply and replacement of cast blocks, laid with 1: 5 cement and sand mortar, including ˝brick force˝ placed horizontally in every 3 rows and complementary works, on new gables - Blocks of 400x200x200mm | | | | |
| B.1.2.1 | In External and internal walls | m2 | 314.39 | - 0 | - 0 |
| B.1.2 | Supply and replacement of cast blocks, laid with 1: 5 cement and sand mortar, including ˝brick force˝ placed horizontally in every 3 rows and complementary works, on new gables - Blocks of 400x200x150mm | | | | |
| B.1.2.1 | Dividing walls | m2 | 7.65 | - 0 | - 0 |
| E.2.2 | Grid blockwork | | | | |
| E.2.2.1 | Grid blockwork in 3,5Mpa ventilation blocks (non loadbearing) in class 1 mortar in stretcher bond with flush up joints | | | | |
| i) | 200x200X150mm Wall | m2 | 17.65 | - 0 | - 0 |
Subtotal - 0
B.2 Carpentry and Joinery
| B.2.1 | Windows | | | | |
| B.2.1.1 | Supply new window spans in solid wood blinds, "Chamfuta", with frames ready to be varnished, including fittings according to drawings, in the following compartments: | | | | |
| i) | W1 - 1152x1200 | un | 7.00 | - 0 | - 0 |
| ii) | W1a - 1150x1200 | un | 5.00 | - 0 | - 0 |
| iii) | W2 - 500x1200 | un | 4.00 | - 0 | - 0 |
| iv) | W3 - 500x1200 | un | 2.00 | - 0 | - 0 |
| B.2.2 | Doors | | | | |
| B.2.2.1 | Supply new frame and doors in solid wood, "Chamfuta" with frames prepared to be varnished, including hardware according to drawings, in the following compartments: | | | | |
| i) | D1 - 2100x900 | un | 1.00 | - 0 | - 0 |
| ii) | D2 - 2100x800 | un | 4.00 | - 0 | - 0 |
| iii) | D3 - 2100x1300 | un | 2.00 | - 0 | - 0 |
| iv) | D4 - 2100x1200 | un | 3.00 | - 0 | - 0 |
| v) | D1a - 2100x900 | un | 1.00 | - 0 | - 0 |
Subtotal - 0
B.3 Screeding, Plastering and Ceiling
| B.3.1 | Screeding | | | | |
| B.3.1.1 | New screed flooring, in helicopter-finished, including surface hardener and construction joints, in the following compartments: | | | | |
| iii) | In Floor slab | m2 | 122.10 | - 0 | - 0 |
E.2.3.1.1 Supply and application of floor burnt screeding with cement mortar and sand in a 1:3 ratio - Roof slab m2 199.80 - 0 - 0
| B.3.1.2 | New quartered screed, in helicopter-finished, including surface hardener and construction joints, in the following compartments: | | | | |
| iv) | In Ramp and steps | m2 | 7.70 | - 0 | - 0 |
| v) | In Walkway | m2 | 39.80 | - 0 | - 0 |
| B.3.2 | Plastering | | | | |
| B.3.2.1 | Supply and application of splash and smooth plaster on external columns, beams and gable walls with anti-cracking and waterproofing additive with cement and sand mortar, ready to be painted | m2 | 179.70 | - 0 | - 0 |
B.3.2.2 Supply and application of splash and smooth plaster on internal columns, beams and gable walls with anti-cracking and waterproofing additive with cement and sand mortar, ready to be painted m2 434.70 - 0 - 0
B.3.2.2 Supply and application of splash and smooth plaster…
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