This document is a bill of quantities for the construction of a 4-classroom block. It lists various items, quantities, units, rates, and total prices. Some key items include excavation, concrete works like strip footings and slabs, masonry works, metal roof structures, roofing sheets, doors and windows. The totals will be used to create a budget and payment schedule for the construction project.
This document is a bill of quantities for the construction of a 4-classroom block. It lists various items, quantities, units, rates, and total prices. Some key items include excavation, concrete works like strip footings and slabs, masonry works, metal roof structures, roofing sheets, doors and windows. The totals will be used to create a budget and payment schedule for the construction project.
This document is a bill of quantities for the construction of a 4-classroom block. It lists various items, quantities, units, rates, and total prices. Some key items include excavation, concrete works like strip footings and slabs, masonry works, metal roof structures, roofing sheets, doors and windows. The totals will be used to create a budget and payment schedule for the construction project.
This document is a bill of quantities for the construction of a 4-classroom block. It lists various items, quantities, units, rates, and total prices. Some key items include excavation, concrete works like strip footings and slabs, masonry works, metal roof structures, roofing sheets, doors and windows. The totals will be used to create a budget and payment schedule for the construction project.
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The document outlines bills of quantities for the construction of different structures like classroom blocks, kitchen buildings and pit latrines.
There are three bills - Bill 1 covers the construction of a 4-classroom block, Bill 2 covers the construction of a kitchen building, and Bill 3 covers the construction of a pit latrine block. Each bill breaks down the items and quantities for excavation, concrete, masonry, roofing, doors/windows and finishes works.
Materials specified include furnace bricks, cement, sand, hardcore, gravel, timber, corrugated iron sheets, steel doors and windows.
BILL NO. PAGE NO.
Sudan Operations Centre
1 1/12 ITEM REF. QUANTITY UNIT UNIT RATE TOTAL PRICE All quantites are provisional and subject to re-measurement during execution BILL NO.1 - CONSTRUCTION OF 4-CLASSROOM BLOCK Unless other wise stated, Rate shall include for
a) back filling with selected excavated material & consolidating. Surface treatment; compaction before filling / foundation.
b) disposal of surplus soil as directed & keeping all excavations free from water unless other wise measured separately.
c) any additional excavation for working space. d) Trees will require protection 1.0 Excavation A Clear the site, cut bushes and grub up roots to prepare for construction 1.00 Item B Excavate oversite 150mm deep to remove top soil 471.00 m 2 C Excavate foundation trenches starting from stripped level for strip footings 76.00 m 3 1.1 Fillings E Filling and ramming around foundations strips with gravel or other equal and approved good quality selected excavated filling material. 34.00 m 3 F Filling under floor beds to make up levels with hardcore or other equal and approved good quality imported filling material: spread and compact in layers not exceeding 150mm thick: by compacting with mechanical compactors to B.S 95-98% compaction 81.00 m 3 1.2 Disposal G Cart away any surplus excavated material to deposit as directed by the engineer 42.00 m 3 1.3 Anti-termite treatment H Anti - termite treatment to stabalized compacted floor area, fillings and tops of foundation walls: as " Aldrex" or equal and approved insecticide treatment: applied in accordance with the manufacturer's printed instructions : include for 10 years warranty period. 341.00 m 2 2.0 CONCRETE WORKS Reinforcements shall be paid separately unless otherwise specified in the item description In Situ Concrete Unless otherwise stated the rate shall include the supply of all materials and labour to achieve the specified quality of concrete including all mixing, vibrating, transporting and placing Concrete class 25/20(1:2:4) in: A Strip footings 26.00 m 3 B 100mm thick floor slab 251.00 m 2 C 100mm thick for pavement and ramps 94.00 m 2 D 230 x 230mm ring beam 7.00 m 3 E 230x230mm lintols 55.00 m To collection - AGONY P.S BILL OF QUANTITIES ITEM DESCRIPTION BILL NO. PAGE NO. Sudan Operations Centre 1 2/12 ITEM REF. QUANTITY UNIT UNIT RATE TOTAL PRICE 2.2 Formwork 2.2.1 25mm thick sawn cypress formwork to: F Sides and soffits of ringbeams 194.00 m 2 G Edges of floor slab height not exceeding 150mm high 138.00 m 2.3 Reinforcement Rate to include for supplying, cleaning, cutting, bending, fabricating, placing and the provision of all necessary temporary fixings and supports etc. including binding wires, bends, hooks, tying wires, chairs, distance blocks, steel separators/spacers (designed laps and m.s. chairs if any included in quantities) Tor steel reinforcement (to BS 4449 and characteristic strength fy =460N/mm 2 ) and Mild steel reinforcement ( to BS 4449 and characteristic strength fy =250N/mm 2 ) H R6 mild steel reinforcement bars as links in roof/ringbeams 214.00 Kg J Y10 high yield reinforcement bars in strip foundations 703.00 Kg L Y12 High yield reinforcement bars in roof/ringbeams 425.00 Kg 2.3.1 Mesh fabric reinforcement M Supplying & laying of mesh fabric reinforcement Ref: BRC A142 to B.S 4483 in ground floor slab (Note :Rate shall include for laps & wastage) 341.00 m 2 2.4 Concrete sundries N 20mm Thick expansion joint as "flexcell", "styrofoam or equal and approved expansion joint: embeded in concrete beds : 1.00 Item P 20 x 10mm deep expansion joint sealant 1.00 Item 3.0 MASONRY WORKS Rate shall include for delivering, lifting, handling, weighting all rough and fair cutting, plumbing angles, normal straight cutting, forming rebated reveals and raking out joints for plastering. Note 3.1 Brick Work 3.1.1 Sub-structure Walls A 230mm thick solid furnace brick walls: bedded and jointed in cement and sand (1:4 ) mortar strip foundations 94.00 m 2 3.1.2 Super-structure Walls B 230mm thick walls in standard furnace bricks in cement sand (1:5) mortar: reinforced with hoop iron wall ties laid horizontally at every 200mm spacing 345.00 m 2 3.2 Thermal and Moisture Protection 3.2.1 Damp proof course C 225mm wide horizontal bituminous damp proof course laid on screeded 20 mm thick (1:3) beds ready to receive brick walls. 137.00 m 3.2.1 Damp proof membrane D Horizontal damp proof membrane :1000 gauge polythene membrane: laid on compacted fillings (measured separately ) in ground floor beds. ( The rate shall include for laps & wastage). 341.00 m 2 BILL OF QUANTITIES AGONY P.S ITEM DESCRIPTION To Collection BILL NO. PAGE NO. Sudan Operations Centre 1 3/12 QUANTITY UNIT UNIT RATE TOTAL PRICE 4.0 ROOF WORK(Metal work) Definitions Welding is deemed to be in accordance with the specification and for the material to which it is to be used. Gusset plates, shoe plates, ends, caps, cleats, brackets, stiffeners, bolts, etc., have been included to the rate of the associated steel work in which they occur. 4.1 Roof structures All steel members shall be applied priming backs & two coats of an approved gloss paint before fixing. A Supply & fixing of 50x75x4mm thick Z-purlins as shown on drawings 572.00 m The following to 11No. Steel trusses (Truss T-1) B Supply & fixing of painted 50x50x6mm L-bar Top Chord as shown on drawings 146.00 m C Ditto-L-bar 50x50x6mm Bottom Chord 69.00 m D Ditto-L-bar 50x50x4mm Members 93.00 m E Supply and fixing of Hollow steel 50x100x2mm Roof Beam for veranda 41.00 m 4.2 Roof coverings & Roof drainage Rate shall include; All, rivets, nails, clips, strips and delivering and fixing in position. All timber shall apply Priming backs & applying two coats of an approved wood preservative before fixing. All timber shall have final finish; Two coat of wood preservative, two coats of primer, two coats of wood sheen spray paint. Roof drainage shall be measured & grouped separately 4.2.1 Roof Covering G Supplying & fixing of gauge 28 pre-painted Super Five profiled roofing sheets ( 0.32mm ) of approved colour: fixed with J-bolts to 100 x 50 x 2mm zed purlins ( measured separately) and rubber capping to tops of bolts 429.00 m 2 4.2.1.1 Ridges H Supplying & fixing Gauge 28 prepainted ridge cap; 650mm girth (average ) in position complete with all necessary roofing screws or hooks as required. 41.00 m 4.3 Valance / Barge Board J 25x225mm high timber valance board / barge board bolted to 100 x 100 x 4mm thick mild steel plate with 4 No 8mm diameter bolts : plates welded to edges of rafters: all complete with approved wood preservative as specified and as per Drawing. 144.00 m 4.4 Roof Drainage & Rain Water Harvest K Supply & fix uPVC half round eaves gutters of size section dia. 160mm: nailed or bolted to timber valance (ms )board: internal support brackets: to manufacturer's specifications. 40.00 m L Supplying & fixing of 110 dia uPVC rain water down pipes: fixed sloping to feed rainwater harvest uPVC tank (2000Litres capacity)measured separately; including all necessary accessories to complete the installation 2.00 No. M Supply and install PVC water tank(2000Litres capacity) on a raised brickwork platform (Min.550mm high); 1500mmx1500mm on a concrete base as per the drawings. 2.00 No. BILL OF QUANTITIES AGONY P.S. ITEM DESCRIPTION To Collection
BILL NO. PAGE NO. Sudan Operations Centre 1 4/12 QUANTITY UNIT UNIT RATE TOTAL PRICE 4.5 Extra Over N Supply & Fixing of 50mmx100mm RHS painted Steel Post embedded into concrete base for veranda as detailed on Drawings to Engineer's approval 11.00 No. 5.0 DOORS & WINDOWS The contractor shall submit shop drawings for the approval of the Architect & Engineer, prior to fabrication. The contractor shall refer to all relevant specifications and drawings prior to pricing and it shall be his responsibility to complete the said works to the entire satisfaction of the Engineer at no additional cost. All samples shall be provided for Engineer's approval prior to fabrication of material. Where swing doors has been specified prices shall include for provisions of floor hinges. Rates shall include; Erecting and fixing in position, drilling and making good. Brass nails, brass screws, glue, rawl plugs etc,. Framing together all work in accordance with the best industry practices. Priming backs & applying two coats of an approved anti corrosive liquid.
Final Finish; Two coat of anti corrosive, two coats of primer, two coats of enamel spray paint. Rate to include for providing sundry items related to the door & windows like glass blocks etc.. where necessary as a Architectural feature to the door or window. Rate shall include for 4mm thick clear float glass/ wired glass /tinted glass /translucent glass as appropriate to suit the respective doors and windows as shown in the drawings. Sizes The sizes given in the drawings and description of Bill of Quantities are finished sizes and subject to same permitted in the specifications. The contractor shall check the measurement of openings physically at the site before fabricating the doors & windows. Painting / Final Finish Unless otherwise stated all surface of steel doors and windows and casements shall be finished with two coats of primer, two coats of enamel spray paint. 5.1 Steel Doors A Steel doors to fit structural opening size 1000mm x 2400mm high: comprising of steel frames,openable solid sash: including all iron mongery and hardware: fixed to concrete or brickwork:complete with all required painting and decoration: as Door type D1and as per Drawing. 6.00 No. B Steel doors to fit structural opening size 700mm x 2100mm high: comprising of steel frames,openable solid sash: including all iron mongery and hardware: fixed to concrete or brickwork:complete with all required painting and decoration: as Door type D2and as per Drawing. 1.00 No. BILL OF QUANTITIES AGONY P.S. ITEM DESCRIPTION To Collection
BILL NO. PAGE NO. Sudan Operations Centre 1 5/12 QUANTITY UNIT UNIT RATE TOTAL PRICE 5.2 Windows C Steel casement windows to fit structural opening size 1200mm x 1450mm high: comprising of steel frames,openable sash infilled with 1.5mm thick solid steel plate/sheet panel: including all iron mongery and hardware: fixed to concrete or brickwork:complete with all required painting and decoration: as Window Type W1 and as per Drawing . 3.00 No. D Steel casement windows to fit structural opening size 600mm x 1800mm high: comprising of steel frames,openable sash infilled with 1.5mm thick solid steel plate/sheet panel: including all iron mongery and hardware: fixed to concrete or brickwork:complete with all required painting and decoration: as Window Type W2 and as per Drawing . 4.00 No. E Steel casement windows to fit structural opening size 1800mm x 1800mm high: comprising of steel frames,non-openable sash infilled with welded wire mesh and coffee mesh: including all iron mongery and hardware: fixed to concrete or brickwork:complete with all required painting and decoration. 28.00 No. 6.0 FINISHES The contractor is advised to refer to the specification prior to pricing of this section of work The rate shall include for all temporary rules, screeds, grounds etc. for raking out joints of new brick work or hacking new concrete for key, internal & curved angles, joints between different surfaces arisses quirks, inter sections between curved or irregular surfaces, etc. and all making good around pipes, sanitary fittings & the like. All samples of materials to be used shall be provided for approval by the Engineer. 6.1 Wall Finishes A 20mm thick cement/ sand mortar (1:4) plaster finished smoothon concrete or brickwork: to surafces of external walls 210.00 m 2 B 25mm thick cement/ sand mortar (1:5) plaster finished smoothon concrete or brickwork: to surafces of internal walls 456.00 m 2 6.2 Extra Over C Form Wall mounted(on plastered surface) 4mx1m blackboard with cement slurry and specific black board paint(3 coats) to engineer's approval 4.00 No. 6.3 Floor finishes D 40mm thick cement and sand (1:3) screed laid horizontally on the surface of floor slab (MS) and finished with cement slurry steel float finished 341.00 m 2 6.4 Plinth Plaster E 20mm Thick cement and sand (1:3) render : wood floated hard and smooth to plinths: externally 49.00 m 2 7.0 PAINTING & DECORATION Rate shall include for preparation of surface cleaning down, smoothing, knotting, stopping and priming of surfaces. Protection of floors and fitting, removing & replacing door and window, furniture, and cleaning windows etc. upon completion. Paint shall be of approved color from an approved manufacturer. 7.1 Wall Painting F Prepare and apply one priming coat and two coats of black bitumastic paint to rendered plinths 49.00 m 2 G Prepare and apply one coat of primer and two coats of interior quality emulsion paint of approved colour and quality to plastered/rendered surfaces of walls and concrete. 666.00 m 2 To Collection BILL OF QUANTITIES AGONY P.S. ITEM DESCRIPTION BILL NO. PAGE NO. Sudan Operations Centre 2 6/12 ITEM REF. QUANTITY UNIT UNIT RATE TOTAL PRICE BILL NO.2 - CONSTRUCTION OF KITCHEN Unless other wise stated, Rate shall include for
a) back filling with selected excavated material & consolidating. Surface treatment; compaction before filling / foundation.
b) disposal of surplus soil as directed & keeping all excavations free from water unless other wise measured separately.
c) any additional excavation for working space. d) Trees will require protection 1.0 Excavation A Excavate oversite 150mm deep to remove top soil and salvage material for reuse 36.00 m 2 B Excavate foundation trenches starting from stripped level for strip footings 7.00 m 3 1.1 Fillings C Filling and ramming around Strip foundations with gravel or other equal and approved good quality selected excavated filling material. 3.00 m 3 D Filling under floor beds to make up levels with hardcore or other equal and approved good quality imported filling material: spread and compact in layers not exceeding 150mm thick: by compacting with mechanical compactors to B.S 95-98% compaction 4.00 m 3 Disposal E Cart away any surplus excavated material to deposit as directed by the engineer 4.00 m 3 Anti-termite treatment F Anti - termite treatment to stabalized compacted floor area, fillings and tops of foundation walls: as " Aldrex" or equal and approved insecticide treatment: applied in accordance with the manufacturer's printed instructions : include for 10 years warranty period. 16.00 m 2 2.0 CONCRETE WORKS Reinforcements shall be paid separately unless otherwise specified in the item description In Situ Concrete Unless otherwise stated the rate shall include the supply of all materials and labour to achieve the specified quality of concrete including all mixing, vibrating, transporting and placing Concrete class 25/20(1:2:4) in: A Strip footings 3.00 m 3 B 100mm thick floor slab 16.00 m 2 C 200 x 230mm ground beam 1.00 m 3 ITEM DESCRIPTION To Collection BILL OF QUANTITIES AGONY P.S BILL NO. PAGE NO. Sudan Operations Centre 2 7/12 ITEM REF. QUANTITY UNIT UNIT RATE TOTAL PRICE Formwork 25mm thick sawn cypress formwork to: D Sides of groundbeams 7.00 m 2 E Edges of floor slab height not exceeding 150mm high 16.00 m Reinforcement Tor steel reinforcement (to BS 4449 and characteristic strength fy =460N/mm 2 ) and Mild steel reinforcement ( to BS 4449 and characteristic strength fy =250N/mm 2 ) F Y12 high yield reinforcement bars in groundbeams 60.00 Kg G R6 mild steel reinforcement bars as links in groundbeams 30.00 Kg Mesh fabric reinforcement H Supplying & laying of mesh fabric reinforcement Ref: BRC A142 to B.S 4483 in ground floor slab (Note :Rate shall include for laps & wastage) 16.00 m 2 3.0 MASONRY WORKS Rate shall include for delivering, lifting, handling, weighting all rough and fair cutting, plumbing angles, normal straight cutting, forming rebated reveals and raking out joints for plastering. Note 3.1 Brick Work 3.1.1 Sub-structure Walls A 230mm thick solid furnace brick walls: bedded and jointed in cement and sand (1:4 ) mortar strip foundations 7.00 m 2 3.1.2 Super-structure Walls B 230mm thick walls in standard furnace bricks in cement sand (1:5) mortar: reinforced with hoop iron wall ties laid horizontally at every 200mm spacing 14.00 m 2 Thermal and Moisture Protection Damp proof course C 225mm wide horizontal bituminous damp proof course laid on screeded 20 mm thick (1:3) beds ready to receive brick walls. 16.00 m Damp proof membrane D Horizontal damp proof membrane :1000 gauge polythene membrane: laid on compacted fillings (measured separately ) in ground floor beds. ( The rate shall include for laps & wastage). 16.00 m 2 4.0 ROOF WORK(Metal work) Definitions Welding is deemed to be in accordance with the specification and for the material to which it is to be used. Gusset plates, shoe plates, ends, caps, cleats, brackets, stiffeners, bolts, etc., have been included to the rate of the associated steel work in which they occur. BILL OF QUANTITIES AGONY P.S ITEM DESCRIPTION To Collection BILL NO. PAGE NO. Sudan Operations Centre 2 8/12 ITEM REF. QUANTITY UNIT UNIT RATE TOTAL PRICE 4.1 Roof structures All steel members shall be applied priming backs & two coats of an approved gloss paint before fixing. A Supply & fixing of 50x75x4mm thick Z-purlins as shown on drawings 39.00 m B Supply & fixing of painted 50x50x4mm L-bar Top Chord as shown on drawings 21.00 m C Ditto-L-bar 50x50x6mm Bottom Chord 13.00 m D Ditto- SHS King post 50x50x4mm 3.00 m E Supply and fixing of Hollow steel 50x75x2mm Roof Beam 9.00 m 4.2 Roof coverings & Roof drainage Rate shall include; All, rivets, nails, clips, strips and delivering and fixing in position. All timber shall apply Priming backs & applying two coats of an approved wood preservative before fixing. All timber shall have final finish; Two coat of wood preservative, two coats of primer, two coats of wood sheen spray paint. Roof drainage shall be measured & grouped separately 4.2.1 Roof Covering F Supplying & fixing of gauge 28 pre-painted Super Five profiled roofing sheets ( 0.32mm ) of approved colour: fixed with J-bolts to 100 x 50 x 2mm zed purlins ( measured separately) and rubber capping to tops of bolts 34.00 m 2 Ridges G Supplying & fixing Gauge 28 prepainted ridge cap; 650mm girth (average ) in position complete with all necessary roofing screws or hooks as required. 5.00 m Valance / Barge Board H 25x225mm high timber valance board / barge board bolted to 100 x 100 x 4mm thick mild steel plate with 4 No 8mm diameter bolts : plates welded to edges of rafters: all complete with approved wood preservative as specified and as per Drawing. 24.00 m Extra Over J Supply & Fixing of 75mmx75mm SHS painted Steel Post embedded into concrete base as detailed on Drawings to Engineer's approval 6.00 No. 5.0 DOORS & WINDOWS The contractor shall submit shop drawings for the approval of the Architect & Engineer, prior to fabrication. The contractor shall refer to all relevant specifications and drawings prior to pricing and it shall be his responsibility to complete the said works to the entire satisfaction of the Engineer at no additional cost. All samples shall be provided for Engineer's approval prior to fabrication of material. Where swing doors has been specified prices shall include for provisions of floor hinges. Sizes The sizes given in the drawings and description of Bill of Quantities are finished sizes and subject to same permitted in the specifications. The contractor shall check the measurement of openings physically at the site before fabricating the doors & windows. AGONY P.S ITEM DESCRIPTION To Collection BILL OF QUANTITIES BILL NO. PAGE NO. Sudan Operations Centre 2 9/12 ITEM REF. QUANTITY UNIT UNIT RATE TOTAL PRICE Painting / Final Finish Unless otherwise stated all surface of steel doors and windows and casements shall be finished with two coats of primer, two coats of enamel spray paint. 5.1 Steel Doors A Steel doors to fit structural opening size 1200mm x 2400mm high: comprising of steel frames,double leaf openable half-solid sash: including all iron mongery and hardware: fixed to concrete or brickwork:complete with all required painting and decoration: as Door type Dand as per Drawing. 1.00 No. B Supply and fixing of steel cage cladding comprising 75x50x2mm RHS steel frames as supports, welded mesh wire with 20x20x1.2mm steel beadings enclosing: non-openable: including all iron mongery and hardware: fixed between steel posts above dwarf brickwork walls:complete with all required painting and decoration as per Drawing. 1.00 Item 6.0 FINISHES The contractor is advised to refer to the specification prior to pricing of this section of work The rate shall include for all temporary rules, screeds, grounds etc. for raking out joints of new brick work or hacking new concrete for key, internal & curved angles, joints between different surfaces arisses quirks, inter sections between curved or irregular surfaces, etc. and all making good around pipes, sanitary fittings & the like. All samples of materials to be used shall be provided for approval by the Engineer. 6.1 Wall Finishes A 25mm thick cement/ sand mortar (1:4) plaster/render finished smoothon concrete or brickwork: to surafces of internal/external walls 29.00 m 2 B Supply and fix prepainted V-profile sheet cladding fixed with rivets to steel roof frames at the gable ends. 6.00 m 2 Floor finishes C 40mm thick cement and sand (1:3) screed laid horizontally on the surface of floor slab (MS) and finished with cement slurry steel float finished 16.00 m 2 Plinth Plaster D 20mm Thick cement and sand (1:3) render : wood floated hard and smooth to plinths: externally 8.00 m 2 7.0 PAINTING & DECORATION Rate shall include for preparation of surface cleaning down, smoothing, knotting, stopping and priming of surfaces. Protection of floors and fitting, removing & replacing door and window, furniture, and cleaning windows etc. upon completion. Paint shall be of approved color from an approved manufacturer. 7.1 Wall Painting A Prepare and apply one priming coat and two coats of black bitumastic paint to rendered plinths 8.00 m 2 B Prepare and apply one coat of primer and two coats of interior quality emulsion paint of approved colour and quality to plastered internal/external surfaces of walls and concrete. 29.00 m 2 To Collection BILL OF QUANTITIES AGONY P.S ITEM DESCRIPTION
BILL NO. PAGE NO. Sudan Operations Centre 3 10/12 ITEM REF. QUANTITY UNIT UNIT RATE TOTAL PRICE BILL NO.3 - CONSTRUCTION OF PIT LATRINE BLOCK 1.0 EXCAVATION & EARTH WORK A Remove vegetation, top soil (Min.150 mm)and take away from the site 78.00 m 2 B Excavation ,Minimum depth 6.00m for pit,and strip foundations as detailed on Drawings 166.00 m 3 2.0 CONCRETE WORK Concrete class 15/20 (1:3:6)in: A External floor area (100mm Thk), ramps 16.00 m 2 B Strip and pit footings 23.00 m 3 Concrete class 25/20(1:2:4) in: C 150mm thick floor slab 3.00 m 3 D 230x230mm Lintols 2.00 m 3 2.2 Formwork 25mm thick sawn cypress formwork to: E Soffits of floor slab 20.00 m 2 F Edges of floor slab height not exceeding 150mm high 48.00 m G Sides and soffits of lintols 4.00 m 2 2.3 Reinforcement Tor steel reinforcement (to BS 4449 and characteristic strength fy =460N/mm 2 ) and Mild steel reinforcement ( to BS 4449 and characteristic strength fy =250N/mm 2 ) H R8 reinforcement bars in lintols 30.00 Kg J Y10 high yield reinforcement bars in floor slabs 77.00 Kg K Ditto but in lintols 48.00 Kg L Y12 high yield reinforcement bars in floor slabs 115.00 Kg 3.0 MASONARY WORK 3.1 Sub-structure Walls A 230mm thick perforated walls in standard furnace bricks in cement sand (1:5) mortar: reinforced with hoop iron wall ties laid horizontally at every 200mm spacing 184.00 m 2 B 230mm thick walls in standard furnace bricks in cement sand (1:5) mortar: reinforced with hoop iron wall ties laid horizontally at every 200mm spacing in strip foundation 16.00 m 2 3.2 Super-structure Walls C 230mm thick walls in standard furnace bricks in cement sand (1:5) mortar: reinforced with hoop iron wall ties laid horizontally at every 200mm spacing 131.00 m 2 D Ditto to External Curtain wall 15.00 m 2 BILL OF QUANTITIES AGONY P.S ITEM DESCRIPTION
BILL NO. PAGE NO. Sudan Operations Centre 3 11/12 ITEM REF. QUANTITY UNIT UNIT RATE TOTAL PRICE 4.0 ROOF WORK 4.1 Roof structures A Supply & fixing of well treated Timber 50x75 wood Plate 17.00 m B Ditto-50x100 wood Rafter 25.00 m C Ditto-50x75 wood purlins 36.00 m 4.2 Roof covering D Supply & fixing of gauge 28 Corrugated GI sheet roofing with required accessories 33.00 m 2 5.0 DOORS & WINDOWS 5.1 Doors A Steel doors to fit structural opening size 700mm x 2100mm high: comprising of steel frames,openable solid sash: including all iron mongery and hardware: fixed to concrete or brickwork:complete with all required painting and decoration: as Door type D2and as per Drawing. 6.00 Nr 5.2 Windows B Supply and fixing of window(vents) units comprising 50x50x1.2mm RHS frames, steel louvres as infilling panel; including painting all complete as detailed on drawings, specification and to Engineer's approval as type F. 6.00 Nr 6.0 FINISHES 6.1 Floor finishes A Cement sand screed; 25mm thick, smooth finish to Floor including levelling 30.00 m 2 6.2 Wall finishes B Sand cement plaster; 25 mm thick , finished smooth: To internal walls. 114.00 m 2 C Sand cement render; 20 mm thick , finished smooth: To external walls. 70.00 m 2 D Prepare and apply one coat of primer and two coats of interior quality emulsion paint of approved colour and quality to plastered/rendered surfaces of walls and concrete. 63.00 m 2 6.3 Plinth finishes E 20mm Thick cement and sand (1:3) render : wood floated hard and smooth to plinths: externally 12.00 m 2 F Prepare and apply one priming coat and two coats of black bitumastic paint to rendered plinths 12.00 m 2 6.4 G Supply & Fixing of Dia.100mm P.V.C. Vent pipe with screen mesh covered on top end as detailed on drawings. 3.00 Nr To Collection BILL OF QUANTITIES AGONY P.S ITEM DESCRIPTION
BILL NO. PAGE NO. Sudan Operations Centre GENERAL SUMMARY 12/12 ITEM REF. QUANTITY UNIT UNIT RATE TOTAL PRICE BILL No. 1(5-CLASSROOM BUILDING) Page 1/12 Page 2/12 Page 3/12 Page 4/12 Page 5/12 BILL No.2(KITCHEN BUILDING) Page 6/12 Page 7/12 Page 8/12 Page 9/12 BILL No.3(PIT LATRINE) Page 10/12 Page 11/12 Page 12/12 (SUMMARY) Total Amount Total Bid Amount(In words) including the Currency: Name of the Company : Name of the Company Representative: Address: Contact No: Email: Signature Company Stamp To Collection BILL OF QUANTITIES AGONY P.S ITEM DESCRIPTION