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McsfBudget McsfBudget Document Transcript

  • MASSAJA CHILDREN SUPPORT FOUNDATION BUDGET SUMMARY FOR PUTTING UP PRIMARY SCHOOL, SECONDARY SCHOOL, AND THE HEALTH CENTRE ITEMISED BUDGET 1. PRIMARY SCHOOL COMPLETE WITH DOUBLE STREAMS ………………………{ $ 239,357 USD} 2. SECONDAYSCHOOL, COMPUTER LAB, LIBRARY,……………………….. { $ 239,357 USD } 3. HEATH CENTRE FOR THE COMMUNITY,……. …………………….…….… { $ 34,488 USD } 4. 5 STANCE DRAINABLE PIT LATRINE FOR THE PRIMARY SCHOOL, SECONDARY SCHOOL, AND THE HEALTH CENTRE R ESPCTIVELY………………………… X3 { $ 26,840 USD}GRAND TOTAL ………………………………………… $ 540,042 USD
  • ACCOUNTABILITY IN DETAIL THAT MAKES UP THE ABOVE AMOUNT The above budget is well detailed and accounted for below how it sums up to a grand total that you see above in US dollar. Below each item and material that will be used at the entire project is well detailed. The price is in local currency the {Ugandan Shilling} of which the Exchange rate is …………….. 1 US dollar = 2,467 Ugandan shillings ACCOUNTABILITY BUDGET FOR THE PRIMARY SCHOOL OF 16 BLOCK OF CLASSROOMS IN LOCAL CURRENCYItem Description Unit Quantity Rate(Ushs) Amount(Ugandan shillings) Element NO 1 Substructure: (All Provisional) Site Preparation1.01 Excavate oversite to remove top soil average 150mm thick and remove from site. SM 1504 @ 1000= 1;504,000=1.02 Treat surface of subsoil or fillingsand Surroundings with approved Chemical ant termite
  • solution: provide ten year guarantee. SM 1504 @ 1000= 1,504,000=Excavation and Earthworks.Note: Rates for excavation toinclude for keeping excavationsfree from waterand planking and struttingto sides of excavations1.03 Excavate to reduce levels andRemove from site. CM 216 @ 2000= 432,0001.04 Excavate trenches for wallFoundations: commencing fromReduced levels: notexceeding 1.5m deep . CM 248 @ 4000= 992,000=1.05 Extra over excavation for excavatingin rock CM 48 @ 30,000= 1,440,000=Disposal of excavated material1.06 Selected excavated material in fillingto foundation trenches : around walling :placed in 200mm layers : watered andCompacted to 95% MDD CM 176 2000= 352,000=1.07 Remove surplus excavatedmaterial from site CM 128 4,000= 512,000=Hardcore1.08 150mm Filling : deposit, spread, leveland compact : 50mm selected quarry dust
  • blinding. CM 752 10,000= 7,520,000=Vibrated Insitu concrete grade 15 mix(1:3:6 / 20mmaggregate) as described:-1.09 Foundations in trenches CM 512 10,000= 5,120,000=Vibrated reinforced concrete grade 20Mix (1:2:4 / 20mm Aggregate) asDescribed in:-1.11 Ramp for the Disabled CM 128 @150,000= 19,200,000=1.10 100mm thick ground floor slab SM 9600 @ 10,000= 96,000,000=1.12 Horizontal Ground beam CM 192 @ 250,000= 48,000,000=High yield tensile steel bar reinforcementTo BS 4449 as described includingCutting to lengths, bending, hoisting andFixing including all necessary tyingWire and spacing blocks.1.12 R8 bars for links KG 944 @ 3,000= 2,832,000=1.13 Y12 bars. KG 2280 @ 4,000= 9,120,000=Total Carried to Collection 194,528,000=
  • Item Description Unit Quantity Rate(Ushs) Amount(Ugandan shillings)Reinforcement1.12 Mesh reinforcement Ref No.A98 size 200 x 200 mm weighing 1.54kg per square metre: in floor slab:including all necessary supports SM 840 @10,000= 8,400,000=Sawn formwork as described to:1.13 Vertical edges of surface bed :over 75mm but not exceeding 150 mm high. LM 368 @7,500= 2,760,000=Brickwork in burnt clay bricks in cement andsand mortar (1:4) mix; with andincluding 25 x 3mm hoop iron stripslaid horizontally every alternate course.1.14 230 mm thick plinth walling. SM 488 @40,000= 19,520,000=Sundries1.15 One layer 1000 gauge polythene sheetdamp proof membrane Under bed :300mm laps. SM 840 @9,500= 7,980,000=1.16Allow for " Dieldrex " or other approvedanti-termite treatment in sides and bottomof foundation trenches and ground surfacebelow hard-core filling( SEE ITEM
  • No.1.02) SM 1744 @ 8,000= 13,952,000=Splash apron1.1775mm thick concrete (grade 20) splash apron on75mm hardcore base well rammed and apronfinished with 25mm thick cement andsand (1:3) screed trowelled smooth to gentle fallswith division strips every 2.00 metre length andincluding 150mm thick clay bricks edge wallaverage 500mm deep rendered onand including 450mm x 150mm thick concretegrade 15 foundation and all necessary excavationsand disposal of spoil and formwork to edge of apron Cement and Sand ( 1: 4 ) as described:- SM 288 @36,000= 10 ,368,000=1.18 20mm thick rendering to plinth wallsPrepare and apply two coats of bituminous paint on:- SM 184 @8,000= 1,472,000=1.19 Rendered plinth walls SM 184 @ 8,000= 1,472,000=Total Carried to CollectionPage E1- 1/ 194,528,000=Page E1- 2/ 65,924,000=Total Substructure To Summary 260,452,000=
  • Item Description Unit Quantity Rate(Ushs) Amount ( Ugandan shillings)Bill No. 2Element No. 2Super structure:Vibrated Insitu reinforced concrete grade20 mix (1:2:4 / 20mm Aggregate) asDescribed:-2.01 Ring beams CM 24 @400,000= 9,600,000=Mild steel reinforcement as described includingcutting to lengths, bending, hoisting and fixingIncluding all necessary tying wire andspacing blocks. hoisting and fixing includingall necessary tying wire and spacing blocks. .2.02 8 mm diameter bar KG 944 @4,000= 3,776,000=High yield tensile steel bar reinforcement toBS 4449 as described including cutting toLengths, bending, hoisting and fixing includingall necessary tying wire and spacing blocks.2.03 12 mm diameter bar KG 2,280 @ 4,000= 9,120,000=Sawn formwork as described to:
  • 2.04 Sides and soffites of beams SM 192 @18,000= 3,456,000=Damp proof courses : hessian based bituminousfelt: bedded in cement andSand (1:3) mortar: 300mm laps.2.05 Horizontal : 230mm ditto LM 416 @ 2,500= 1,040,000=Brickwork in burnt clay bricks in cement andSand mortar (1:4) mix; with andIncluding 25 x 3mm hoop iron strips laidHorizontally every alternate course.2.06 230 mm thick below ring beam walling. SM 776 @46,800= 36,316,800=2.07 230mm Thick above ring beam and gable walling SM 272 @46,800= 12,729,600=2.08 Labor and materials in eaves filling on230mm wall for average height of 300mm LM 368 @ 46,800= 17,222,400=Permanent Vents2.09 Permanent Vent filled in with Kajjansiventilation bricks or other equal andapproved; bat proof gauze and coffee traywire backing complete with necessarytimber framing and beading. SM 8 @58,000= 464,000=Total Super Structure To Summary 93,724,800=
  • Item Description Unit Quantity Rat (Ushs) Amount (Ugandan shillings)Bill No. 2Elemnt No.3Roof:Roof ConstructionThe followings 10nos. Timber trusses eachspanning 6.46M x 1.58M rise,comprising of well treated members boltedtogether to approval as describedand hoisted and fixed in position at about 3.30Mabove floor level.Sawn cypress pressure impregnated withpreservative:-3.01 50 x 100mm Purlins LM 1400 @ 10,000= 14,000,000=3.02 50 x 100mm Strut /tie LM 432 @10,000= 4,320,000=3.03 50 x 150mm Ridge LM 144 @ 12,000= 1,728,000=3.04 50 x 150mm Tie beam LM 520 @12,000= 6240,000=3.05 50 x 100mm Rafters LM 752 @10,000= 7,520,000=3.06 75 x 100mm Wall Plate LM 264 @12,000= 3,168,000=3.07 75 x 100mm overhangs LM 240 @12,000= 2,880,000=Roof Covering3.08 28 Gauge pre-painted iron roofing sheetsfixed with 1.5 side corrugation laps and150mm end laps with and including approved
  • roofing nails or galvanized steeldrive screws with plastic washers and fller blocks to manufacturers instructions. SM 1248 @ 38,000= 47,424,000=3.09 28 Gauge plain (pre-coated) roll top ridge capping. LM 1368 @ 12,000= 16,416,000=Eaves3.10 25 x 225mm Wrot Cypress fascia boardand badge boards LM 416 @ 10,000= 4,160,000Painting Knot prime stop and apply three coats of gloss oil paint to timber surfaces..3.11 Knot, prime, stop and apply three coats of glossoil paint to wood fascia 200-300mm girth. SM 144 @ 10,000= 1,440,000=Total Roof Carried To Summary 103,696,000=Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)Bill No.1
  • Element No.4Doors and Windows:WindowsVibrated Precast concrete grade 20mix (1:2:4 / 20mm aggregate) : unitsreinforced as necessary and finished fairface on all exposed sides asdescribed:-4.01 75 x 285 mm sunk weathered andthroated window cill Purpose made steelcasement windows manufactured fromstandard W20sections: manufacture, assemble and deliverto site : Supply and fixironmongery comprising approved hinges, pivoting mechanisms, stays,fasteners to opening lights: plugged and screwedor built into walling : onecoat red oxide primer before delivery. all to LM 160 @3,000= 3,480,000=Architects details Purpose made steelcasement windows manufacturedfrom standard W20sections: manufacture, assemble anddeliver to site : Supply and fix4.02 Window type W1 : Size 1200 x 1200mmoverall height: NO 112 @ 250,000= 28,000,000=Glass and Glazing4.03 4mm thick clear sheet glass to metal
  • window with putty SM 160 @ 7 0,000= 11,200,000=Prepare touch up primer and apply oneundercoat and two finishing coats ofgloss oil paint : on glazed metal surfaces4.04 General Surfaces : windows SM 320 @3000= 960,000=Total Carried to Collection 43,640,000=Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)DoorsPurpose made steel casement doorsmanufactured from Standard W20Sections complete as described toArchitects details4 .05 Door size 900 x 2400mm withpermanent louvered vents 300mmincluded : D1 NO 16 @300,000= 4800,000=Prepare, knot prime, stop and applythree coats of gloss oil paint: onwoodwork.4.06 General surface of metal doors SM 72 @ 3,000= 216,000=
  • Supply and fix the following approvedironmongeries complete withmarching screws, handles and keysto hard wood.4.07 Tower bolt complete with Pudlocks NO 16 @ 100,000= 1,600,000=4.08 25mm diameter rubber door stopper. NO 16 @ 10,000= 160,000=Total Carried to CollectionCOLLECTIONPage E4- 4/ 43,640,000=Page E4- 5/ 6,776,000=Total Doors and Windows Carried To Summary 50,416,000=
  • Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)Bill No. 2Element No. 5External Finishes:Floor FinishesCement and sand (1:3) screeds andpavings : one coat: steel trowell finish :laid on concrete5.01 30mm thick screed in the verandah SM 160 @ 10,000 = 1,600,000=5.02 25 x 200mm skirting with square topedge and coved junction at bottom of paving. LM 352 @ 10,000 =3,520,000=Cement and sand ( 1:4) render trowelledsmooth on concrete or masonry5.03 15mm to walls. SM 976 @ 10,000 = 9,760,000=Two coats tyrolene rendering on masonry5.04 Walls and concrete surfaces SM 544 @8.000= 4,352,000=Painting: Sadolin Paints or equal and approved.5.05 Prepare and apply one undercoatand two finishing coats weaher guard onplastered surfaces. SM 432 @10,000= 4,320,000=5.06 Ditto to Tyrolean surfaces. SM 544 @ 10,000= 5,440,000=
  • Total External Walls Finishes Carried To Summary 28,992,000=Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)Bill No. 2Element No.6Internal FinishesFloor FinishesCement and sand (1:3) screeds andpavings :one coat: steel trowell finish :laid on concrete6.01 30mm thick screed SM 752 @10,000= 7,520,000=6.02 25 x 100mm skirting with square topedge and coved junction at bottom of paving. LM 424 @5000= 2,120,000=Wall FinishesCement and sand ( 1:2:9) lime plastertrowelled smooth on brick wall or
  • masonry6.03 15mm thick cement and sand plaster :steel trowell finish to walls. SM 1280 @10,000= 12,800,000=Painting6.04 Prepare and apply one undercoatand three finishings coats of mattvinyl paint toplastered surfaces. SM 1280 10,000= 12,800,000=Black Board as described:-6.05 Provide Black board, size:4200mm long x 1200mm highx 20mmthick completewith chalk rails and painted in approved b/b paint NO 16 150,000= 2,400,000=6.06 Provide3No pin boardsin each classroom,size:1200mm x1200mm with hard woodtimber framing to approved section design NO 48 150,000= 7,200,000=Total Internal Finishes Carried To Summary 44,840,000=Item Description Unit Quantity Rate (Ushs) Amount (Ushs) Ugandan shillingsBill No. 2Element No.7
  • Lightning ProtectionSupply, install, connect and set towork the following, all as described in theSpecifications and Drawings.7 .01 Copper tape of Hard Drawn HighConductivity copper plate 3mm x 25mm crosssection for Down Conductors, bonded tothe iron sheet roof complete with fixingclips and all accessories as by FURSE or equal. LM 28 @ 40,000 =1,120,000=7 .02 Air terminals complete with TapeAdapter and all accessories as by FURSE orequal. NO 2 @150,000= 300,000=7 .03 Test Blocks complete as by FURSE or equal. NO 2 @100,000= 200,000=7 .04 Earth electrodes made from Hard drawncopper or copper weld 20mm diameter by1200mm in two length screwed togethercompletewith cap, earth clamp, manholeand all accessories. NO 2 120,000= 240,000=7 .05 50mm diameter heavy duty P.V.C pipe LM 4 10,000= 40,000=TOTAL LIGHTNING PROTECTION CARRIED TO SUMMARY. 1,900,000=
  • Item Description Unit Quantity Rate (Ushs) Amount (Ushs) Ugandan shillingsBill No. 2Element No.8Rain Water harvest8 .01 P.V.C downpipes 110mm diametercomplete with all fittingsnessecary for erection(refer to drawing) LM 96 @6,000= 576,000=8 .02 P.V.C gutters complete with gutterbrackets at 1000mm c/c including all fittingsnessecary for erection LM 176 @20,000= 3,520,000=8 .03 5,000 litre pvc tank placed on groundconcrete base (measured separetely),complete with all accessories. NO 1 @300,000= 300,000=8 .04 25mm gate valves as Peglar heavy dutyor equal approved. NO 1 @40,000= 40,000=8 .05 12mm Stand by pipe, complete with12mm bib tap and all accessories Item 1 @ 37,000= 37,000=Concrete Tank Base9 .14 1.5m high Ground concrete watertank base, made in masonry brickwork, wellcompacted hardcore, with 150mm thickslab on top as shown in drawing, for the
  • above water tank, complete. NO 2 @ 1.000,000= 2,000,000=TOTAL RAIN WATER HARVEST CARRIED TO SUMMARY 6,473,000=SUMMARY FOR PROPOSED CONSTRUCTION OF A PRIMARY SCHOOL AT IGEL1 SUB-STRUCTURE 260,452,000=2 SUPERSTRUCTURE 93,724,800=3 ROOFING 103,696,000=4 DOORS AND WINDOWS 50,416,000=5 EXTERNAL FINISHES 28,992,000=6 INTERNAL FINISHES 44,840,000=7 LIGHTNING PROTECTION 1,900,000=8 RAIN WATER HARVEST 6,473,000=GRAND TOTAL 590,493,800=
  • BUDGET FOR PUTTING UP A SECONDARY SCHOOL 16 BLOCK OF CLASSROOMSItem Description Unit Quantity Rate(Ushs) Amount(Ushs) Ugandan shillings Element NO 1 Substructure: (All Provisional) Site Preparation1.01 Excavate oversite to remove top soil average 150mm thick and remove from site. SM 1504 @ 1000= 1;504,000=1.02 Treat surface of subsoil or fillings and surroundings with approved chemical antitermitesolution: provide ten year guarantee. SM 1504 @ 1000= 1,504,000=Excavation and Earthworks.Note: Rates for excavation toinclude for keeping excavationsfree from waterand planking and struttingto sides of excavations1.03 Excavate to reduce levels andremove from site. CM 216 @ 2000= 432,000=
  • 1.04 Excavate trenches for wallfoundations: commencing fromreduced levels : notexceeding 1.5m deep . CM 248 @4000= 992,000=1.05 Extra over excavation for excavatingin rock CM 48 30,000= 1,440,000=Disposal of excavated material1.06 Selected excavated material in fillingto foundation trenches : around walling :placed in 200mm layers : watered andcompacted to 95% MDD CM 176 2000= 352,000=1.07 Remove surplus excavatedmaterial from site CM 128 4,000= 512,000=Hardcore1.08 150mm Filling : deposit, spread, leveland compact : 50mm selected quarry dustblinding. CM 752 10,000= 7,520,000=Vibrated Insitu concrete grade 15 mix(1:3:6 / 20mmaggregate) as described:-1.09 Foundations in trenches CM 512 10,000= 5,120,000=Vibrated reinforced concrete grade 20mix (1:2:4 / 20mm Aggregate) asdescribed in :-1.11 Ramp for the Disabled CM 128 150,000= 19,200,000=1.10 100mm thick ground floor slab SM 9600 10,000= 96,000,000=
  • 1.12 Horizontal Ground beam CM 192 250,000= 48,000,000=High yield tensile steel bar reinforcementto BS 4449 as described includingcutting to lengths, bending, hoisting andfixing including all necessary tyingwire and spacing blocks.1.12 R8 bars for links KG 944 3,000= 2,832,000=1.13 Y12 bars. KG 2280 4,000= 9,120,000=Total Carried to Collection 194,528,000=Item / Description Unit Quantity Rate(Ushs) Amount (Ushs) Ugandan shillingsReinforcement1.12 Mesh reinforcement Ref No.A98 size 200 x 200 mm weighing 1.54kg per square metre: in floor slab:including all necessary supports SM 840 @ 10,000= 8,400,000=Sawn formwork as described to:1.13 Vertical edges of surface bed :over 75mm but not exceeding 150 mm high. LM 368 @ 7,500= 2,760,000=
  • Brickwork in burnt clay bricks in cement andsand mortar (1:4) mix; with andincluding 25 x 3mm hoop iron stripslaid horizontally every alternate course.1.14 230 mm thick plinth walling. SM 488 @ 40,000= 19,520,000=Sundries1.15 One layer 1000 gauge polythene sheetdamp proof membrane Under bed :300mm laps. SM 840 @9,500= 7,980,000=1.16Allow for " Dieldrex " or other approvedanti-termite treatment in sides and bottomof foundation trenches and ground surfacebelow hard-core filling( SEE ITEMNo.1.02) SM 1744 @ 8,000= 13,952,000=Splash apron1.1775mm thick concrete (grade 20) splash apron on75mm hardcore base well rammed and apronfinished with 25mm thick cement andsand (1:3) screed trowelled smooth to gentle fallswith division strips every 2.00 metre length andincluding 150mm thick clay bricks edge wallaverage 500mm deep rendered onand including 450mm x 150mm thick concrete
  • grade 15 foundation and all necessary excavationsand disposal of spoil and formwork to edge of apron Cement and Sand ( 1: 4 ) as described:- SM 288 @36,000= 10,368,000=1.18 20mm thick rendering to plinth wallsPrepare and apply two coats of bituminous paint on:- SM 184 @ 8,000=1,472,000=1.19 Rendered plinth walls SM 184 @ 8,000=1,472,000=Total Carried to CollectionPage E1- 1/ 194,528,000=Page E1- 2/ 65,924,000=Total Substructure To Summary 260,452,000=
  • Item Description Unit Quantity Rate (Ushs) Amount (Ushs) Ugandan shillingsBill No. 2Element No. 2Super structure:Vibrated Insitu reinforced concrete grade20 mix (1:2:4 / 20mm Aggregate) asdescribed:-2.01 Ring beams CM 24 @400,000= 9,600,000=Mild steel reinforcement as described includingcutting to lengths, bending, hoisting and fixingincluding all necessary tying wire andspacing blocks. hoisting and fixing includingall necessary tying wire and spacing blocks. .2.02 8 mm diameter bar KG 944 @4,000 = 3,776,000=High yield tensile steel bar reinforcement toBS 4449 as described including cutting tolengths, bending, hoisting and fixing includingall necessary tying wire and spacing blocks.2.03 12 mm diameter bar KG 2,280 @4,000 = 9,120,000=Sawn formwork as described to:2.04 Sides and soffites of beams SM 192 @18,000 = 3,456,000=Damp proof courses : hessian based bituminousfelt: bedded in cement andsand (1:3) mortar : 300mm laps.
  • 2.05 Horizontal : 230mm ditto LM 416 @2,500 = 1,040,000=Brickwork in burnt clay bricks in cement andsand mortar (1:4) mix;with andincluding 25 x 3mm hoop iron strips laidhorizontally every alternate course.2.06 230 mm thick below ring beam walling. SM 776 46,800= 36,316,800=2.07 230mm Thick above ring beam and gable walling SM 272 46,800= 12,729,600=2.08 Labour and materials in eaves filling on230mm wall for average height of 300mm LM 368 46,800= 17,222,400=Permanent Vents2.09 Permanent Vent filled in with Kajjansiventilation bricks or other equal andapproved; bat proof gauze and coffee traywire backing complete with necessarytimber framing and beading. SM 8 58,000= 464,000=Total Super Structure To Summary 93,724,800=
  • Item Description Unit Quantity Rate (Ushs) Amount (Ushs) Ugandan shillingsBill No. 2Elemnt No.3Roof:Roof ConstructionThe followings 10nos. Timber trusses eachspanning 6.46M x 1.58M rise,comprising of well treated members boltedtogether to approval as describedand hoisted and fixed in position at about 3.30Mabove floor level.Sawn cypress pressure impregnated withPreservative:-3.01 50 x 100mm Purlins LM 1400 @10,000 = 14,000,000=3.02 50 x 100mm Strut /tie LM 432 @10,000 = 4,320,000=3.03 50 x 150mm Ridge LM 144 @12,000 = 1,728,000=3.04 50 x 150mm Tie beam LM 520 @ 12,000 = 6240,000=3.05 50 x 100mm Rafters LM 752 @10,000 = 7,520,000=3.06 75 x 100mm Wall Plate LM 264 @12,000 = 3,168,000=3.07 75 x 100mm overhangs LM 240 @12,000 = 2,880,000=Roof Covering3.08 28 Gauge pre-painted iron roofing sheetsfixed with 1.5 side corrugation laps and150mm end laps with and including approvedroofing nails or galvanized steeldrive screws with plastic washers and fller biocks tomanufacturers instructions. SM 1248 @38,000= 47,424,000=
  • 3.09 28 Gauge plain (pre-coated) roll top ridge capping. LM 1368 @ 12,000= 16,416,000=Eaves3.10 25 x 225mm Wrot Cypress fascia boardand badge boards LM 416 @ 10,000= 4,160,000Painting Knot prime stop and apply three coats of gloss oil paint to timber surfaces..3.11 Knot, prime, stop and apply three coats of glossoil paint to wood fascia 200-300mm girth. SM 144 @ 10,000= 1,440,000=Total Roof Carried To Summary 103,696,000=
  • Item Description Unit Quantity Rate (Ushs) Amount (Ushs) Ugandan shillingsBill No.1Element No.4Doors and Windows:WindowsVibrated Precast concrete grade 20mix (1:2:4 / 20mm aggregate) : unitsreinforced as necessary and finished fairface on all exposed sides asdescribed:-4.01 75 x 285 mm sunk weathered andthroated window cill Purpose made steelcasement windows manufactured fromstandard W20sections: manufacture, assemble and deliverto site : Supply and fixironmongery comprising approved hinges, pivoting mechanisms, stays,fasteners to opening lights: plugged and screwedor built into walling : onecoat red oxide primer before delivery. all to LM 160 @3000 = 3,480,000=Architects details Purpose made steelcasement windows manufacturedfrom standard W20sections: manufacture, assemble anddeliver to site : Supply and fix4.02 Window type W1 : Size 1200 x 1200mm
  • overall height: NO 112 @250,000 = 28,000,000=Glass and Glazing4.03 4mm thick clear sheet glass to metalwindow with putty SM 160 70,000= 11,200,000=Prepare touch up primer and apply oneundercoat and two finishing coats ofgloss oil paint : on glazed metal surfaces4.04 General Surfaces : windows SM 320 3000= 960,000=Total Carried to Collection 43,640,000=
  • Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)DoorsPurpose made steel casement doorsmanufactured from Standard W20Sections complete as described toArchitects details4 .05 Door size 900 x 2400mm withpermanent louvered vents 300mmincluded : D1 NO 16 @300,000 = 4,800,000=Prepare, knot prime, stop and applythree coats of gloss oil paint: onwoodwork.4.06 General surface of metal doors SM 72 @ 3,000 =216,000=Supply and fix the following approvedironmongeries complete withmarching screws, handles and keysto hard wood.4.07 Tower bolt complete with Padlocks NO 16 @ 100,000 =1,600,000=4.08 25mm diameter rubber door stopper. NO 16 @10,000=160,000 =Total Carried to Collection 0COLLECTIONPage E4- 4/ 43,640,000=
  • Page E4- 5/ 6,776,000=Total Doors and Windows Carried To Summary 50,416,000=Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)Bill No. 2Element No. 5External Finishes:Floor FinishesCement and sand (1:3) screeds andpavings : one coat: steel trowell finish :laid on concrete5.01 30mm thick screed in the verandah SM 160 @ 10,000 = 1,600,000=5.02 25 x 200mm skirting with square topedge and coved junction at bottom of paving. LM 352 @10,000 = 3,520,000=Cement and sand ( 1:4) render trowelledsmooth on concrete or masonry5.03 15mm to walls. SM 976 @ 10,000 = 9,760,000=Two coats tyrolene rendering on masonry5.04 Walls and concrete surfaces SM 544 @ 8.000 = 4,352,000=
  • Painting : Sadolin Paints or equal and approved.5.05 Prepare and apply one undercoatand two finishing coats weaher guard onplastered surfaces. SM 432 @ 10,000 = 4,320,000=5.06 Ditto to tyrolean surfaces. SM 544 @ 10,000 = 5,440,000=Total External Walls Finishes Carried To Summary 28,992,000=Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)Bill No. 2Element No.6Internal FinishesFloor FinishesCement and sand (1:3) screeds andpavings :one coat: steel trowell finish :laid on concrete6.01 30mm thick screed SM 752 @10,000 = 7,520,0006.02 25 x 100mm skirting with square topedge and coved junction at bottom of paving. LM 424 @5000 = 2,120,000Wall FinishesCement and sand ( 1:2:9) lime plastertrowelled smooth on brick wall ormasonry
  • 6.03 15mm thick cement and sand plaster :steel trowell finish to walls. SM 1280 @ 10,000 = 12,800,000Painting6.04 Prepare and apply one undercoatand three finishings coats of mattvinyl paint toplastered surfaces. SM 1280 @10,000 = 12,800,000=Black Board as described:-6.05 Provide Black board, size:4200mm long x 1200mm highx 20mmthick completewith chalk rails and painted in approved b/b paint NO 16 @ 150,000 = 2,400,000=6.06 Provide3No pin boardsin each classroom,size:1200mm x1200mm with hard woodtimber framing to approved section design NO 48 150,000= 7,200,000=Total Internal Finishes Carried To Summary 44,840,000=Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)
  • Bill No. 2Element No.7Lightning ProtectionSupply, install, connect and set towork the following, all as described in theSpecifications and Drawings.7 .01 Copper tape of Hard Drawn Highconductivity copper plate 3mm x 25mm crosssection for Down Conductors,bonded tothe iron sheet roof complete with fixingclips and all accessories as by FURSE or equal. LM 28 40,000= 1,120,000=7 .02 Air terminals complete with TapeAdapter and all accessories as by FURSE orequal. NO 2 150,000= 300,000=7 .03 Test Blocks complete as by FURSE or equal. NO 2 100,000= 200,000=7 .04 Earth electrodes made from Hard drawncopper or copper weld 20mm diameter by1200mm in two length screwed togethercompletewith cap, earth clamp, manholeand all accessories. NO 2 120,000= 240,000=7 .05 50mm diameter heavy duty P.V.C pipe LM 4 10,000= 40,000=TOTAL LIGHTNING PROTECTION CARRIED TO SUMMARY. 1,900,000=
  • Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)Bill No. 2Element No.8Rain Water harvest8 .01 P.V.C downpipes 110mm diametercomplete with all fittingsnessecary for erection(refer to drawing) LM 96 @ 6,000 = 576,000=8 .02 P.V.C gutters complete with gutterbrackets at 1000mm c/c including all fittingsnessecary for erection LM 176 @20,000 = 3,520,000=8 .03 5,000 litre pvc tank placed on groundconcrete base (measured separetely),complete with all accessories. NO 1 @300,000= 300,000=8 .04 25mm gate valves as Peglar heavy dutyor equal approved. NO 1 @ 40,000= 40,000=
  • 8 .05 12mm Stand by pipe, complete with12mm bib tap and all accessories Item 1 @ 37,000= 37,000=Concrete Tank Base9 .14 1.5m high Ground concrete watertank base, made in masonry brickwork, wellcompacted hardcore, with 150mm thickslab on top as shown in drawing, for theabove water tank, complete. NO 2 @ 1000,000=2,000,000=TOTAL RAIN WATER HARVEST CARRIED TO SUMMARY 6,473,000=SUMMARY FOR PROPOSED CONSTRUCTION OF A SECONDARY SCHOOL AT IGEL1 SUBSTRUCTURE 260,452,000=2 SUPERSTRUCTURE 93,724,800=3 ROOFING 103,696,000=4 DOORS AND WINDOWS 50,416,000=5 EXTERNAL FINISHES 28,992,000=6 INTERNAL FINISHES 44,840,000=7 LIGHTNING PROTECTION 1,900,000=
  • 8 RAIN WATER HARVEST 6,473,000=GRAND TOTAL 590,493,800=BUDGET FOR THE PROPOSED CONSTRUCTION OF 5 STANCE DRAINABLE PIT LATRINEFOR BOTH THE PRIMARY ,HEALTH CENTRE AND SECONDARY SCHOOL AT IGEL KOLE DISTRICT.Item Description Unit Quantity Rate [Ushs) Amount [ Ugandan shillings)BILL No 5ELEMENT NO 1SUBSTRUCTURE(All Provisional)Site Preparation1.01 Excavate oversiteto remove topsoil average 150mm thick andremove from site. SM 51 @ 1000 = 51,000=
  • 1.02 Treat surface of subsoil orfillings and surroundings withapproved chemicalanti-termite solution:provide ten year guarantee. SM 51 @300= 15,300=Excavation and Earthworks.Note: Rates for excavation to includefor keeping excavations freefrom water and plankingand strutting to sides of excavations1.03 Excavate to reduce levelsand remove from site. CM 15 @ 10,000= 150,000=1.04 Excavate pit including allearth work support and keepingexcavations free from waterand mud up to 1.5m CM N/A1.05 Ditto but up to 3m CM 22 @ 30,000= 660,000=1.06 Ditto but up to 4m CM N/A1.07 Extra over excavationfor excavating in rock CM 5 @30,000= 150,000=Disposal of excavated material1.08 Selected excavated materialin filling to foundation trenches :around walling : placed in 200mm layers: watered and compacted to 95% MDD CM 3 @30,000= 90,000=
  • 1.09 Remove surplus excavatedmaterial from site CM 43 @ 20,000= 860,000=1.10 150mm Filling : deposit, spread,level and compact : 50mm selectedquarry dust blinding. SM 22 @5,000= 110,000=Insitu concrete grade 20mix (1:2:4 / 20mm aggregate) as described:-1.11 150mm thick pit floor bed usingmix 1:2:4 mass concrete CM 2 @200,000= 400,000=1.12 230x 230mm columns andbeams mix 1:2:4/19mm CM 3 @400,000= 1,200,000=1.13 100mm thick reinforced suspended floorslab using mix 1:2:4 concrete. SM 13 @30,000= 390,000=Total Carried to Collection 4,476,300=Item Description Unit Quantity Rate Ushs) Amount Ugandan shillings)
  • Vibrated Insitu reinforcedconcrete grade 20mix (1:2:4 / 20mm aggregate)as described:-1.14 100mm thick slab in verandah SM 12 @30,000= 360,000=1.15 Ramp for the Disabled CM 1 @200,000= 200,000=Reinforcement1.16 Mesh reinforcementRef No. A98 size 200 x 200 mmweighing 1.54 kg per square metre:in floor slab:including all necessary supports SM 21 @20,000= 440,000=Mild steel rod reinforcementas described.1.17 8 mm diameter bar KG 52 @3000= 156,000=High yield tensile steel barreinforcement toBS 4449 as described.1.18 12 mm diameter bar KG 121 @ 4000= 484,000=Sawn formwork as described to:1.19 230x230mm columns: over75mm but not exceeding 150mm high. LM 50 @10,000= 500,000=1.20 Sides of the pit ringbeam300mm wide: over 75mm but
  • not exceeding 150 mm high. LM 8 @10,000= 80,000=1.21 Soffit of 100mm thick slab:over 75mm but not exceeding150 mm high. SM 25 @ 20,000= 500,000=1.22 Edge of slab 100mm high:over 75mm but notexceeding 150 mm high. LM 25 @10,000= 250,000=Brickwork in burnt clay bricksin cement and sand mortar (1:3) mix;with and including 25 x3mm hoop iron strips laidhorizontally every alternate course.1.23 230 mm thick plinth walling. SM 45 @46,800= 2,106,000=1000 gauge vertical DPM SM 50 0Finishes to the pit1.24 15mm cement and sand(1:4 mix) trawelled smooth andhard using water resistantcement additive. SM 53 10,000= 530,000=1.25 25mm cement,sand screed finishedsmooth to a gentle slope SM 23 10,000= 230,000=Vent pipe1.26 Supply and fix 3No 100mm diameteruPVC vent pipes 3.5m long withfly screen at the top completewith mosquito wire netting. LM 11 10,000= 110,000=
  • Total Carried to CollectionSplash apron1.2775mm thick concrete (grade 20)splash apron on 75mm hardcorebase well rammed and apronfinished with 25mm thick cementand sand (1:3) screed trowelledsmooth to gentle falls with divisionstrips every 2.00 metre length andincluding 150mm thick clay bricks edgewall average 500mm deeprendered on and including450mm x 150mm thick concrete grade 15foundation and all necessaryexcavations and disposal of spoil andformwork to edge of apron SM 11 @ 30,000= 330,000=Total Carried to Collection 6,276,000=
  • Item Description Unit Quantity Rate(Ushs)Amount(Ushs)COLLECTIONPage E1- 1/ 4,476,300=Page E1- 2/ 6,276,000=TOTAL SUBSTRUCTURE CARRIED TO SUMMARY 10,752,300= Item Description Unit Quantity Rate Ushs) Amount Ugandanshillings)ELEMENT NO. 2SUPER STRUCTUREVibrated Insitu reinforcedconcrete grade 20 mix(1:2:4 / 20mm Aggregate)as described:-2.01 Ring beams CM 1 @400,000= 400,000=Mild steel reinforcement asdescribed including cutting tolengths, bending, hoisting and
  • fixing including all necessarytying wire and spacing blocks.2.02 8 mm diameter bar KG 30 @ 3,000= 90,000=High yield tensile steel barreinforcement to BS 4449 asdescribed including cutting tolengths, bending, hoisting andfixing including all necessarytying wire and spacing blocks.2.03 12 mm diameter bar KG 88 @4,000= 352,000=Sawn formwork as described to:2.04 Sides and soffites of beams SM 14 @10,000= 140,000=Damp proof courses : hessian basedbituminous felt: bedded in cementand sand (1:3) mortar : 300mm laps.2.05 Horizontal : 200mm ditto LM 28 @ 2500= 70,000=Brickwork in burnt clay bricksin cement and sand mortar(1:3) mix;with and including 25 x3mm hoop iron strips laid horizontallyevery alternate course.2.06 230mm thick belowring beam walling. SM 49 @46,800= 2,293,200=2.07Labour and materials in eaves
  • filling on 230mm wall for averageheight of 300mm LM 32 @10,000= 320,000=Permanent Vents2.08 Permanent Vent filled in withKajjansi ventilation bricks or otherequal and approved; bat proof gauzeand coffee tray wire backing completewith necessary timberframing and beading. SM 1 @60,000= 60,000=Disability Handrail2.08 Provide handrials for the disabledcomprised of 35mm diameterMS grip bars for the diasbledcomplete installed to architects details Item 1 150,000= 150,000=TOTAL SUPER STRUCTURE CARRIED TO SUMMARY 3,875,200=……………………………………………………………………………………………………………………………………………….
  • Item Description Unit Quantity Rate Ushs) Amount Ugandan shillings)ELEMENT NO. 3ROOFRoof ConstructionThe following in roofconstruction including allbolting, gusset plates, fixingtrusses to ringbeams with holding down boltsand hoisting and fixingapproximately 3.0mm above groundlevel.Sawn cypress pressure impregnatedwith preservative:-3.01 50 x 100mm Purlins LM 20 @10,000= 200,000=3.02 50 x 150mm Rafters LM 11 @12,000= 132,000=3.03 75 x 100mm Wall Plate LM 13 @ 12,000= 144,000=Roof Covering3.04 28 Gauge pre-painted ironroofing sheets fixed with 1.5 sidecorrugation laps and 150mm end lapswith and including approvedroofing nails or galvanizedsteel drive screws withplastic washers tomanufacturers instructions. SM 18 @ 38,000= 684,000=
  • Eaves3.05 25 x 225mm WrotCypress fascia board Painting LM 18 @15,000= 270,000=PaintingKnot prime stop and apply threecoats of gloss oil paint to timber surfaces.3.06 Knot, prime, stop and applythree coats of gloss oil paint towood fascia 200-300mm girth. SM 9 @10,000= 90,000=TOTAL ROOF CARRIED TO SUMMARY 1,520,000=
  • Item Description Unit Quantity Rate Ushs) Amount Ugandan shillings)ELEMENT NO. 4DOORSDoorsPurpose made steel casementdoors manufactured fromStandard W20Sections complete asdescribed to Architects details4.01 Door size 900 x 2400mmwith permanent louvered vents300mm included. NO 6 200,000= 1,200,000=Prepare, knot prime, stopand apply three coats ofgloss oil paint: on metal4.02 General Surfaces : doors SM 23 3,000= 69,000=Supply and fix the followingapproved ironmongeries completewith marching screws,handles and keys to hard wood.4.03 Tower bolt completewith Pudlocks NO 6 30,000= 180,000=TOTAL DOORS AND WINDOWS CARRIED TO SUMMARY 1,449,000=
  • Item Description Unit Quantity Rate Ushs) Amount Ugandan shillings)ELEMENT NO. 5EXTERNAL FINISHESFloor FinishesCement and sand (1:3) screedsand pavings : one coat:steel trowell finish :laid on concrete5.01 30mm thick screed inthe verandah aand ramps SM 15 @10,000= 150,000=5.02 25 x 200mm skirting withsquare top edge and covedjunction at bottom of paving. LM 6 @ 5000= 30,000=Cement and sand ( 1:4) rendertrowelled smooth onconcrete or masonry5.03 15mm to walls. SM 56 @10,000= 560,000=Two coats tyrolene renderingon masonry5.04 Walls and concrete surfaces SM 56 @5000= 280,000=Painting : Sadolin Paints or
  • equal and approved.5.05 Prepare and apply oneundercoat and two finishing coatsweather guard painton plastered surfaces. SM 15 @10,000= 150,000=5.06 Ditto to tyrolean surfaces Item 56 10,000= 560,000=5.07 Supply and fix to positionstandard engraved foundationstones from approved productfrom eitherslates or marbles or terrazzoto engineers details. Item 1 150,000= 150,000=TOTAL EXTERNAL WALLS FINISHES CARRIED TO SUMMARY 1,880,000=Item Description Unit Quantity Rate Ushs) Amount Ugandan shillings)ELEMENT NO. 6INTERNAL FINISHESFloor FinishesCement and sand (1:3) screedsand pavings : one coat:
  • steel trowell finish :aid on concrete6.01 30mm thick screed SM 11 @10,000= 110,000=6.02 25 x 200mm skirting withsquare top edge and coved junctionat bottom of paving. LM 27 @ 5,000= 135,000=Wall Finishes6.03 15mm thick cement andsand plaster : steel trowell finishto walls. SM 55 @ 10,000= 550,000=Painting6.04 Prepare and apply oneundercoat and three finishingscoats matt vinyl paint toplastered surfaces. SM 55 @10,000= 550,000=TOTAL INTERNAL FINISHES CARRIED TO SUMMARY 1,345,000= Ugandan shillings………………………………………………………………………………………………………………………………………….
  • ELEMENT NO. 7WATER SUPPLYSupply, install, connect andset to work the following,all as described in the Specificationsand Drawings.Water Supply7.01 250 litre uPVC tank placed onground concrete base(measured separately ) ,completewith lockabletap and washout approved NO 1 @500,000= 500,000=7.03 Install 4"PVC pipe with approvedfloor trap to urinal, including splashapron for hand washing tanks NO 3 @50,000= 150,000=7.041m high ground concrete watertank base made in masonry brickwork,well compacted with 150mmthick slab on top as directed on sitefor the tanks as above completewith 1x1m spash apron,concealed drain pipe and soakawaycomplete.(inc. metallic lockable burgler proffing metallic grillsengraved in concrete for protecting the tank) NO 1 @500,000= 500,000=
  • 7.05 Provive sock away pit size 1.5mdiameter and 1.2m depth completewith drain pipe/floor trap fromurinal or wash room. Item 1 100,000=TOTAL WATER SUPPLY CARRIED TO SUMMARY. 1,250,000=
  • BILL No 5 SUMMARY FOR PROPOSED CONSTRUCTION OF1 BLOCK OF 5 STANCE VIP LATRINE IN SCHOOL IN IGEL KOLE DISTRICT1 SUBSTRUCTURE 10,752,300=2 SUPERSTRUCTURE 3,875,200=3 ROOFING 1,520,000=4 DOORS 1,449,000=5 EXTERNAL FINISHES 1,880,000=6 INTERNAL FINISHES 1,345,000=7 WATER SUPPLY 1,250,000=FIVE STANCE VIP LATINE TOTAL TO SUMMARY FORPRIMARY HEALTH CENTRE AND SECONDARY WE MULTIPLY FUGURE X322,071,500= x 3
  • BUDGET FOR THE PROPOSED CONSTRUCTION OF HEALTH CENTRE AT IGEL KOLE DISTRICT.Item Description Unit Quantity Rate [Ushs) Amount [Ugandan shillings)ELEMENT NO 1SUBSTRUCTURE (All Provisional)Site Preparation1.01 Excavate over site to removeTop soil average 150mm thick andRemove from site. SM 324 @1,000= 324,000=1.03 Treat surface of subsoil or1.04 fillings and surroundings1.05 with approved1.06 chemical anti-termiteSolution: provideTen year guarantee. SM 324 @ 1,000= 324,000=Excavation and Earthworks.Note: Rates for excavation to
  • Include for keeping excavationsFree from waterAnd planking and strutting toSides of excavations1.03 Excavate to reduce levelsAnd remove from site. CM 54 @5,000= 270,000=1.04 Excavate trenches for wallFoundations: commencingFrom reduced levels: notExceeding 1.5m deep. CM 81 @ 5,000= 405,000=1.05 Extra over excavationFor excavating in rock CM 5 @30,000= 150,000=Disposal of excavated material1.07 Selected excavated material1.08 in filling to foundation trenches :1.09 around walling :Placed in 200mm layers: watered andCompacted to 95% MDD CM 60 @ 5,000= 300,000=1.07 Remove surplus excavatedmaterial from site CM 11 @20,000= 220,000=Hardcore1.08 150mm Filling: deposit, spread,Level and compact: 50mm selectedQuarry dustBlinding. SM 324 @ 5,000= 1,620,000=Vibrated Insitu concrete grade 15
  • Mix (1:3:6 / 20mm aggregate) as described:-1.09 Foundations in trenches CM 14 @200,000= 2,800,000=Vibrated reinforced concrete grade 20Mix (1:2:4) as described in :-1.10 100mm thick ground floor slab SM 105 @ 30,000= 3,150,000=1.11 Ramp for the Disabled SM 9 @30,000= 270,000=Total Carried to Collection 9,833,000=Item Description Unit Quantity Rate Ushs) Amount Ushs)Reinforcement1.12 Mesh reinforcementRef No. A98 size 200 x 200 mmweighing 1.54 kg per squaremetre: in floor slab: includingall necessary supports SM 95 @11,500= 1,092,500=Sawn formwork as described to:
  • 1.13 Vertical edges of surface bed:over 75mm but not exceeding150 mm high. LM 44 @ 7,500= 330,000=Brickwork in burnt clay bricks inCement and sand mortar (1:4) mix;With andIncluding 25 x 3mm hoop ironstrips laid horizontallyevery alternate course.1.14 230 mm thick plinth walling. SM 88 @46,800= 4,118,400=Sundries1.15 One layer 1000 gaugepolythene sheet damp proofmembrane Under bed : 300mmlaps. SM 95 @5,000= 475,000=1.16Allow for " Dieldrex " or otherapproved anti-termite treatmentin sides and bottomof foundation trenches andground surface belowhard-core filling(SEE ITEMNo.1.02) SM 335 @300= 100,500=Splash apron1.1775mm thick concrete (grade 20)
  • splash apron on 75mmhardcore base wellrammed and apron finishedwith 25mm thick cementand sand (1:3) screedtrowelled smooth to gentlefalls with division strips every 2.00metre length andIncluding 150mm thick concreteBlock edge wall average 500mmDeep rendered onAnd including 450mm x 150mm thickConcrete grade 15 foundation and allnecessary excavations and disposalof spoil and formwork to edge of apron SM 27 30,000= 810,000= Cement and Sand ( 1: 4 ) as described:-1.18 Plinth Rendering SM 19 10,000= 190,000=Prepare and apply two coats ofbituminous paint on:-1.19 Rendered plinth walls SM 19 10,000= 190,000=Total Carried to Collection 7,306,400=COLLECTIONPage E1- 1/ 9,833,000=Page E1- 2/ 7,306,400=
  • TOTAL SUBSTRUCTURE TO SUMMARY 17,139,400=ELEMENT NO. 2SUPER STRUCTUREInsitu concrete grade 20 / 20mm:Vibrated, reinforced as described2.01 Ring beams CM 6 @400,000= 2,400,000=Mild steel reinforcement as describedincluding cutting to lengths, bending,hoisting and fixing including allnecessary tying wire and spacing blocks.2.02 8 mm diameter bar KG 107 @ 3,000= 321,000=High yield tensile steel bar reinforcementto BS 4449 as described includingcutting to lengths, bending, hoisting andfixing including all necessary tyingwire and spacing blocks.2.03 12 mm diameter bar KG 263 @4,000= 1,052,000=Sawn formwork as described to:2.04 Sides and soffites of beams SM 42 @ 10,000= 420,000=Damp proof courses : hessian basedbituminous felt: bedded in cement andsand (1:3) mortar : 300mm laps.2.05 Horizontal : 200mm ditto LM 99 @ 2,500= 247,500=Brickwork in burnt clay bricks in cement
  • and sand mortar (1:4) mix;with andincluding 25 x 3mm hoop iron strips laidhorizontally every alternate course.2.06 230 mm thick below ring beam walling. SM 233 @46,800= 10,904,400=2.07 230mm Thick above ringbeam and gable walling SM 73 @46,800= 3,416,400=2.08 Labour and materials in eaves fillingon 230mm wall for average height of 300mm LM 77 @5,000= 385,000=Permanent Vents2.09Permanent Vent filled in with Kajjansi ventilationbricks or other equal andapproved; bat proof gauze and coffee traywire backing complete with necessarytimber framing and beading. SM 1 @ 60,000= 60,000=TOTAL SUPER STRUCTURE TO SUMMARY 19,206,300=Ugandan shillings
  • Item Description Unit Quantity Rate Ushs) Amount Ugandan shillings)ELEMENT NO. 3ROOFRoof ConstructionThe followings 06nos. Timbertrusses each spanning8.12M x 1.98M rise,comprising of well treatedmembers bolted together toapproval as describedand hoisted and fixed in positionat about 3.30M above floor level.Sawn cypress/ pine pressureimpregnated with preservative:-3.01 50 x 100mm Purlins LM 145 @ 10,000= 1,450,000=3.02 50 x 100mm Strut /tie LM 130 @10,000= 1,300,000=3.04 50 x 150mm Tie beam LM 155 @ 12,000= 1,860,000=3.05 50 x 100mm Rafters LM 120 @10,000= 1,200,000=3.06 75 x 100mm Wall Plate LM 55 @12,000= 144,000=Roof Covering3.0728 Gauge pre-painted iron roofingsheets fixed with 1 ½ sidecorrugation laps and150mm end laps with and including
  • filler blocks at the ridges, approved roofingnails or galvanized steel drive screwswith plastic washers to manufacturersinstructions. SM 166 @38,000= 6,308,000=3.08 28 Gauge plain (pre-coated)roll top ridge capping. LM 22 @12,000= 264,000=Eaves3.09 25 x 225mm Wrot Cypress/ pine fasciaboard LM 61 @15,000= 915,000=3.10 100 x 50 mm wrot cypress or pinein fascia and badge board carriers LM 61 @15,000= 915,000=PaintingKnot prime stop and apply three coatsof gloss oil paint to timber surfaces.3.11 Knot, prime, stop and apply three coatsof gloss oil paint to wood fascia 200-300mm girth. SM 26 @7500= 195,000=TOTAL ROOF CARRIED TO SUMMARY 14,551,000=Ugandan shillings
  • Item Description Unit Quantity Rate Ushs) Amount Ugandan shillings)ELEMENT NO. 4DOORS AND WINDOWSWindowsPrecast concrete grade 25 / 20mm]aggregate : units reinforcedas necessaryand finished fair face onall exposed sides.4.01 75 x 285 mm sunk weatheredand throated window cill LM 11 @55,000= 605,000=Purpose made steel casementwindows manufactured fromstandard W20sections: manufacture, assembleand deliver to site : Supply and fixironmongery comprisingapproved hinges, pivotingmechanisms, stays,fasteners to opening lights:plugged and screwed orbuilt into walling : one4.02 Window type W1 :Size 1500 x 1500mm overall height: NO 6 @300,000= 1,800,000=
  • 4.04 Window type W3 :Size 900 x 900mm overall height: NO 2 200,000= 400,000=Burglar proofing grille comprising12mm square bars 150mm centres bothways in cobweb pattern as described.4.06 Window type W1 :Size 1500 x 1500mm overall height: NO 6 150,000= 900,000=4.08 Window type W3 :Size 900 x 900mm overall height: NO 2 100,000= 200,000=Glass and Glazing4.10 4mm thick clear sheet glass to metalwindow with putty SM 9 78,000 702,000=4.11 Ditto but obscure glass SM 2 78,000 156,000=Prepare touch up primer and apply oneundercoat and two finishing coats ofgloss oil paint : on glazed metal surfaces4.12 General Surfaces : windows SM 24 3000= 72,000=Total Carried to Collection 4,835,000= Ugandanshillings
  • Item Description Unit Quantity Rate Ushs) ( Amount Ugandan shillings)DoorsWrot Mahogany : selected andkept clean.4.13Supply and fix 1.5mm thickmetallic door frame (Jamb profile)size:900 x2400mmcomprising 300mm high lourvedvent for full width.doorshutter size 800 x2100mm NO 6 @ 200,000= 1,200,000=all to Architects detailsPurpose made steel casementdoors (including frames)manufactured fromStandard W20 Sectionscomplete as described toArchitects details4.15 Door size 1200 x 2400mm withpermanent louvered vents 300mmincluded.(D1) NO 2 @500,000= 1,000,000=4.16 Door size 900 x 2400mm withpermanent louvered vents
  • 300mm included.(D2) NO 2 @400,000= 800,000=Prepare, knot prime, stop andapply three coats of gloss oil paint: onwoodwork.4.17 General Surfaces : doors SM 23 @ 3000= 69,000=4.18 Ditto but general surfaceof metal doors SM 9 @ 3000= 27,000=Supply and fix the following approvedIronmongeries complete with marchingscrews, handles and keys to hard wood.4.19 4 - Lever mortice lock as for UnionEngland ( or Italy ) speciallymade for external Casement door. NO 2 @200,000= 400,000=4.20 3-lever mortise lock Code No. 2277 NO 8 @ 100,000= 800,000=4.21 25mm diameter rubber door stopper. NO 8 @10,000= 80,000=4.22 Supply and fix purpose made steeldoor frames in jambprofile 1.5mm thick all toArchitects detail NO 6 @ 200,000= 1,200,000=Total Carried to CollectionCOLLECTIONPage E4- 4/ 4,835,000=Page E4- 5/ 5,576,000=TOTAL DOORS AND WINDOWS TO SUMMARY 10,411,000=Ugandan shillings
  • Item Description Unit Quantity Rate Ushs) Amount Ugandan shillings)ELEMENT NO. 5EXTERNAL FINISHESFloor FinishesCement and sand (1:3) screedsand pavings : one coat:steel trowell finish :laid on concrete5.01 30mm thick screed inthe verandah SM 6 @ 10,000= 60,000=5.02 25 x 200mm skirting with squaretop edge and coved junction atbottom of paving. LM 10 @5000= 50,000=Cement and sand ( 1:4) rendertrowelled smooth onconcrete or masonry5.03 15mm to walls. SM 129 @10,000= 1,290,000=Two coats tyrolenerendering on masonry5.04 Walls and concrete surfaces SM 128 @10,000= 1,280,000=
  • Painting : Sadolin Paints orequal and approved.5.05 Prepare and apply one undercoatand two finishing coatsof weather guard onplastered surfaces. SM 129 @ 10,000= 1,290,000=5.06 Ditto to tyrolean surfaces SM 128 @10,000= 1,280,000=TOTAL EXTERNAL FINISHESTO SUMMARY 5,250,000=Ugandan shillingsItem Description Unit Quantity Rate Ushs) (Amount Ugandan shillings)ELEMENT NO. 6INTERNAL FINISHESFloor FinishesCement and sand (1:3) screedsand pavings : one coat: steeltrowell finish :laid on concrete6.01 30mm thick screed SM 78 @ 10,000= 780,000
  • 6.02 25 x 200mm skirting withsquare top edge and coved junctionat bottom of paving. LM 97 @ 5000= 485,000=Wall Finishes6.03 15mm thick cement and sandplaster : steel trowell finish to walls. SM 270 @ 10,000= 2,700,000=Painting6.04 Prepare and apply oneundercoat and three finishings coatsof matt vinyl paint toplastered surfaces. SM 270 @10,000= 2,700,000=Ceiling Finishes6.05 9 x 24 SWG galvanized expandedmetal lathing U-nailed to timberbranderings SM 78 @5000= 780,000=6.06 Cement and sand (1:4)pricking course to metal lathing SM 78 @10,000= 780,000=6.07 12mm cement and sand plasterto ceiling SM 78 @ 10,000= 780,000=6.08 Extra for 150 x 15mm thickcement and sand cornice LM 120 @5,000= 600,000=Pressure impregnated sawn Cypress6.09 50 x 100mm branderings LM 140 @2000= 280,000=6.10 50 x 100mm joists LM 153 @ 2000= 306,000=
  • Prepare and apply three coats of firstgrade emulsion paint on:.6.11 Plastered ceiling SM 78 @ 10,000= 780,000=6.12 Cornice : Over 100 butnot exceeding 200mm girth. LM 120 @ 2000= 240,000=TOTAL INTERNAL FINISHES TO SUMMARY. 10,431,000=Ugandan ShillingItem Description Unit Quantity Rate Ushs) { Amount in Ugandan shillings)ELEMENT NO. 7LIGHTNING PROTECTIONSupply, install, connect and set towork the following, all asdescribed in theSpecifications and Drawings.Lightning Protection.7.01Copper tape of Hard Drawn Highconductivity copper plate
  • 3mm x 25mm crosssection for Down Conductors,bonded to the iron sheet roofcomplete with fixingclips and all accessories as byFURSE or equal. LM 21 @ 40,000= 840,000=7 .02 Air terminals complete withTape Adapter and allaccessories as by FURSE orequal. NO 2 @150,000= 300,000=7 .03 Test Blocks completeas by FURSE or equal. NO 2 @100,000= 200,000=7 .04Earth electrodes made from Harddrawn copper or copper weld 20mmdiameter by1200mm in two length screwedtogether complete with cap,earth clamp, manholeand all accessories. NO 2 @ 120,000= 240,000=7.05 50 mmm diameter heavyduty P.V.C pipe LM 4 @ 10,000= 40,000=
  • TOTAL ELECTRICAL INSTALLATION SUMMARY. 1,620,000= Ugandan ShillingItem Description Unit Quantity Rate (Ushs) Amount(Ushs)Bill No. 2Element No.8Rain Water harvest8 .01 P.V.C downpipes 110mm diametercomplete with all fittingsnessecary for erection(refer to drawing) LM 96 @6,000= 576,000=8 .02 P.V.C gutters complete with gutterbrackets at 1000mm c/c including all fittingsnessecary for erection LM 176 @20,000= 3,520,000=8 .03 5,000 litre pvc tank placed on groundconcrete base (measured separetely),
  • complete with all accessories. NO 1 @ 300,000= 300,000=8 .04 25mm gate valves as Peglar heavy dutyor equal approved. NO 1 @40,000= 40,000=8 .05 12mm Stand by pipe, complete with12mm bib tap and all accessories Item 1 @ 37,000= 37,000=Concrete Tank Base8 .06 1.5m high Ground concrete watertank base, made in masonry brickwork, wellcompacted hardcore, with 150mm thickslab on top as shown in drawing, for theabove water tank, complete. NO 2 @ 1000,000= 2,000,000=TOTAL RAIN WATER HARVEST CARRIED TO SUMMARY 6,473,000=Ugandan Shilling
  • Bill No.6 SUMMARY OF PROPOSED CONSTRUCTION OF HEALTH CENTRE AT IGEL KOLE DISTRICT1 - SUB-STRUCTURE 17,139,400=2 -SUPERSTRUCTURE 19,206,300=3 -ROOFING 14,551,000=4 -DOORS AND WINDOWS 10,411,000=5 -EXTERNAL FINISHES 5,250,000=6 - INTERNAL FINISHES 10,431,000=7 - LIGHTNING PROTECTION 1,620,000=8 - RAIN WATER HARVEST 6,473,000=GRAND TOTAL 85,081,700 Ugandan Shilling