Abdulwastecx's Posts
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ceejay80s:assuming the following: depth of foundation 600mm ( 3 courses of 6" block) assuming a toilet of 6' x 4' ( 1.8m x 1.2m) and two toilwt per flat assuming a living room of 14'x14' (4.2 x 4.2m) assuming a kitchen of 8' x 8' (2.4 x 2.4m) assuming a dinning of 8' x 8' (2.4 x 2.4m) setting out should cost like N30,000 perimeter each of the room 3 x 3.6m ( 10 x 12) = ( (2x3)+(2x3.6)) = 13.2m x 2 x 3 = 79.2m perimeter of living room/ dining for the three flats = (4.2 x 4)+(2.4 x 4) = 26.4m x 3 =79.2m perimeter of kitchen/toilets = (2.4 x 4 ) +((1.2x2) + (1.8x2)) x 2) = 13.92m = 41.76m total perimeter of the house = 200.16m allowing 15% for circulation and veranda = 1.15 x 200.16 = 230.184m depth of foundation = 600mm (2') rate of excavation N300/m = N69,000(can be lower depending on location of building) foundation strip footing depth and width of footing = 100mm (4''), 450mm(18'') volume of concrete = 0.1 x 0.45 x 230 = 10.35m3 cement required using mix ratio of 1:3:6 = 1/10x10.35x1506/50 = 47bags of cement @ N200 per bag = N94,000 sand required = 3/10 x 10.35 x 1.6 = 5 tonnes of sand @ N1,600/tonnes = N8,000 gravel required = 6/10 x 10.35 x2.4 = 15 tonnes @ N8,000/tonnes = N120,000 workmanship = N40,000 foundation block = 230 x 0.6 x 10 =1380blocks @ N120/block = N165,600 cement for molter = 25bags @ N2000/bags = N50,000 sand = 5 tonnes = N8,000 workmanship = N70,000 filling and compaction to DPC level: depending on site conditions DPM = N8,000 DPC of 75mm thick = 185 x 0.075 = 13.875m3 cement = 40bags = N80,000 sand = 15 tonnes = N24,000 gravel = 5 tonnes = N40,000 workmanship = N40,000 formwork for the DPC = N20,000 SUM = N850,000 ( MINUS CONTINGENCY) |
holyokoto:Christianity came to middle east before islam, it is natural for Christian to be in Egypt before islam came. mecca was a center of Jewish trading route etc. Those men are entrepreneurs milking our xtian faithful dry. Nigeria is one of the poorest country in the world and we have these private jets owners parading themselves as pastors |
haibe:the great othman empire was a great one...turkey was the centre of islamic empire for many centuries. |
Binb:Pick up a history book and read up...those country were never christian country but christian had lived in those are and still reside there till these days |
sako28:fill your foundation with laterite soil, since the cut away from a water lodge area contain mostly of clay soil which expand and contract at different temperature and season. |
idris4r83:it is really a misconception from different people, it i not a rule that the so called machine made blocks in Nigeria are better in strength than the manually made blocks. hollow sancrete block is required to have a strength of about 3.5N/mm2 but most block produced in Nigeria has lower strength of between 0.5 to 1.0N/mm2 due to the practice of not using right mix ratio of say 1:6, mixing sharp sand with plaster sand in other to make molding easy, poor curing etc. for economic reason while building a house support the building with concrete column, make you block manually since you can regulate the strength considerably. |
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here are the structural drawngs
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more preliminaries
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here are the building sketch
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princechigzy:very close to tank after artillery. we haven't commenced construction yet because I'm still on the design. We may do the setting out next week Saturday and it would be an honor to have you around |
phiszo:sky man how far |
CityNG:ok sir..noted |
Here is a proposed NAIRANLANDER building project Location: port harcourt Building type: Two storey building of blocks of two bedrooms flats. descriptions : 2 bedroom flat on the ground floor, 3 shops on the front of the ground floor 2 bedroom flat on the upper floor with 2 shops and a small security house. job description: 1. preparation of the architectural drawings 2. structural desings and preparation of detail drawings 3. preparation of bills |
CityNG:To me having them on-site on daily basis may amount to waste of resources when the building is not that complex but when the structure is complex, you need them to supervise the structural work. people do so many things as regards to buulding and got away with them because of lack of complexity in our structures. I think the following is very important when planning or building a house. 1. if the building is more than a bungalow, do a soil test. soil test don't cost that much. soil test afford the freedom not to be too conservative in your foundation design because you will be working with the right parameters like bearing capacity, settlement rate, surcharge level, soil classificatioins etc. 2. Do a detail survey of the plot to get the actual dimensions of the plot before you do architectural dessigns. you alsa get to know the relative level of your site through leveling, this allows for drainage control. 3. prepared your architectural drawings 4. Do your structural drawings 5. prepared your servicing drawings ( mechanical and electrical) 6. get a good builder ( he may be an engineer, experience brick layer, architect, building technologies). try to get someone that will be on ground and understand structural details very well, that also understand building work. 7. get a good team of carpenters, mason, iron benders, plumbers and concreters ( man walker) 8. you can now be the chief contractor and also the stock keaper |
2sexi:jwastecx@gmail.com |
CityNG:please put an oversite concrete ( german floor). imagine spending millions on a house without a dpc that 200k could have done. |
bettercreature:you are wrong, people actually need oversite concrete popularly known as German floor. it performed the following functions 1. help to tie together all the foundation wall 2. help to prevent moisture fromm rising from the soil beneath into the room which most time destroy floor finishes and wall paint 3. it help to create uniform level at the floor which also allow floor rendering to be minimal. Though, a dpc of 6" with a very good mix may amounts to waste of materials/resources but a dpc of 3" with a week mix of say 1:5: 7 for a bungalow will do wonder. |
bettercreature: |
CityNG:Honestly that is the best way to save money in summary 1. get your survey plan by consulting a surveyor/ engineer yourself 2 get the architectural design yourself 3 get somebody to do the bill for you based on your taste and budget don't allow ur mason to give you quotations 4. get a professional engineer/builder pay him based on supervision and always negotiate with ur workers ( mason, carpenter, iron benders etc) based on bill prepared. always start negotiation with a much lower amount than the one specified 5. don't allow suppliers to supply you material, try so many suppliers and get best deal and always be around when materials are delivered to site. Always be around |
bettercreature:it is wrong to assume that engineers are " ass-hole". though u don't need engineers/builder/architects to set out or build your house but never underestimates the power of professionalism. build a house that can stand the test of time, get a surveyor or an engineer to do your setting out aat reasonable amount. profile board setting out requires peg spaced at 2m center to center. material includes 1.pegs 2. 2 x 2" soft wood pegs required = perimeter of ur building/2m = 64/2 = 31 pegs 2 x 2 required = 64/3.3 = 20pieces buy 3" and 2 " nail of 3 pounds weight
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CityNG:I mean for a bungalow with load bearing partition walls whose wall is supported on a strip footing, column are not necessary. you only introduce column at the junction of the house, where wall span more than four meter without any perpendicular wall etc. if need arises for column, the column should be limited to the edges of the building. most cases the column dimension should be 9" x 9" and the pad foundation supporting the column can be 2' × 2'. Note for a poorer soil with low bearing capacity and settlement rate ( consult a geotechnical lab) a structural engineer should be consulted to design the foundation and supporting columns. people hardly do structural design for bungalow though. see sketch bellow
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micbjrex:using mix 1:3:6, for every 1bag of cement, you need 0.17tonnes of sand and 0.48tonnes of gravel. for 20bags for the foundation: sand = 20 × 0.17 = 3.4tonnes gravel = 20 × 0.48 = 9.6tonnes I'm of the opinion that compromise shouldn't be made here since the foundation is very important structurally. I'm also of the opinion that a minimum of mix 1:3:6 should be use |
micbjrex:you actually need 97bags of cement 15tonnes of sand 46tonnes of gravel using 30bags of cement will render the concrete very poor in strength. my advice is to use a thinner dpc of say 75mm (3" ![]() 40bags of cement 30tonnes of sand 15tonnes of gravel ( since gravel is more expensive and dpc is not that structural relevant ) |
micbjrex:thickness = 100mm (4" ![]() Area of foundation = 11.5 × 21.5 = 257.5square m volume = 0.1 × 257.5 = 25.75cubic meters allowance for wastage etc = 1.25 × 25.75 = 32m3 assuming mix ratio of 1:3:6c part of cement = 1/10 × 32 = 3.2; cubic meters of bags cement = 3.2 × 1506/50 = 97bags of cement tonnes of sand with density of 1600kg/m3 sand = 3/10 × 32×1600/1000 = 15.35 tonnes of sand tonnes of gravel with density of 2400kg/m3 gravel = 6/10 × 32 × 2400/1000 = 46 tonnes your mason actually underestimate the quantity of materials |
micbjrex:you don't necessarily need column in a bungalow. you only introduce columns when soil bearing capacity is very poor or when the building is very long. for the sketch above, 6 columns of dimensios 225 x 225mm with column basee of 600 x 600mm. with Y12 reinforcement, 4Y12 in columns and 4y12 both way of the pad |
summary of cost foundation setting out = #30k assuming perimeter = 180m excavation @ N300/m = N 54k strip footing for sub structural wall volume of concrete = 180 x 0.675 x 0. 1 = 12.15m3 concrete of mix 1: 3: 6 cost about N12k/m3 = N145.8k foundation wall of 3 courses 180 x 0.675 x10 = 1400blocks @ rate of N130/9" block and Workmanship of N40/block ( °assuming counting work) 1400×180 = N250k cements and sound for mortal joint bags of 20bags of cement = N40k sharp sand = N15k sum for foundation wall = N305k DPC polystyrene material = 10k oversite concrete = 0.075 x 200 = 15m3 cement required = 65bags = N130k sand 30 tonnes of sand = N30k 15 tonnes of gravel = N60k ( in south west) workmanship for casting = 50k formwork = N20k sum of dpc = N250k foundation sum 250 305 146 54 30 = N 539k minus contingency and professional charges ASSUMPTIONS INLUDE THE FOLLOWING LENGHT OF BUILDING = 18m width of building = 9m depth of footing = 100mm (5" ![]() depth of foundation = 675mm (27" ![]() thickness of dpc = 75mm ( 3" ![]() |
micbjrex:Note the following: you need to placed an expansion joint between the two flat. you can do that by building two wall at the boundary between the two flat an give 50mm allowance. for a bungalow you don't necessarily need that much columns ( pillars) |
precast concrete facial: the precast concrete facial is cheaper than the conventional method of the elimination of form work which cost about 30% of the total cost. picture of concrete facial coming up soon |
CityNG:Auto Cad 2014... i just play with the line weight and line color |
babaireti:To build one of the 2-bedrrom flat, here is the summary of bill of quantity 1. excavation/setting out = 30k 2. strip foundation/ workmanship = 50k 3. sub-structural work of foundation depth of 600mm (3 course ) ,500 blocks @ N220/block including cost of material = 100k 4. DPC using mix 1:3:6 and thickness of 75mm ( 3" plus workmanship = 150k5. super structure using 15mm block, 3m headroom, 2000 blocks @ N250/block = 500k 6. lintel/ front arc, head course and other concrete work = 120k 7. roof truss/noggin material/workmanship = 250k 8. roofing sheet using long span affordable roofing sheet @ N1100/m2 for 130m2 plus workmanship = 170 9. doors finishes according to taste 10. windows finishes according to taste but will get you a good deal within port Harcourt 11.floor tiles finishes according to taste 12. painting both material and workmanship = N80k 13. ceiling using pvc plus workmanship = 80k 14. plastering inside and outside = N150k = N1.68 million ( minus windows, doors, floor finishes) Note: 1. roofing sheet price can be reduce if other cheaper alternative is used 2. roof truss amount can be reduce if gable/flat roof is used instead of the conventional roof check out the 3 D below, an example a cheap flat roof yet maintaining aesthetic thanks
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