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Nairaland Forum / Nairaland / General / Properties / Profile Of An Architects/builder With Sound Xperience (3488 Views)
Profile Of An Architects/builder With Sound Xperience / Profile Of An Architects/building Engineer With Sound Xperience / Any Architects In The House? (2) (3) (4)
Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 12:51pm On Jul 15, 2011 |
MOORE SHELTER DESIGNS is founded in July, 1997, but incorporated in May, 2002, We poised to producing elegant and functional Architecture; built to specifications. We are concerned about excellent professional standard. It's a firm made up of relevant professional personnel’s in Building industry ranging from Architects, Civil Engineers, Quantity surveyors, Building Engineers. Having equipped with a team of seasoned, sound experience, young and dynamic professionals, we can compete favorable in the Building industry We have experienced and well-grounded workers that are sound in Building construction ranging from Artisans, Brick-layers, carpenters, plumbers, Iron Benders etc. AIMS & OBJECTIVES *Prepare modern Architecture with the aid of computer software based on brief given. *Prepare comprehensive Bill of Quantity based on the working drawings. *Co-ordinate activities in Building construction, quality assurance and strategic planning *Liaise with client on technical issue and progress of work at site. *Interpret the technicality of the DESIGN to the workers in order to ensure quality of finished task *Ensuring compliance to the standard of Building Regulation Body Business Structure: DESIGN& BUILD Business Name: MOORE SHELTER DESIGNS Registration No.: 131311 Corporate Office: Suite A74, Ikota Shopping Complex, VGC, Lekki Lagos. Resident;Ikorodu,Lagos Contact No.: 08023807960; 07042144750 Email:segetony@gmail.com arc1mooredesign@yahoo.com
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Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 12:53pm On Jul 15, 2011 |
our works,
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Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 12:55pm On Jul 15, 2011 |
designs,
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Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 12:58pm On Jul 15, 2011 |
site works,
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Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 1:00pm On Jul 15, 2011 |
site works,
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Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 9:37am On Jul 19, 2011 |
We set to serve u better! |
Re: Profile Of An Architects/builder With Sound Xperience by Nobody: 11:28am On Jul 19, 2011 |
hi, are you looking for an interior design company to work with your projects?if you are contact me on my email fem_ash@msn.com Femi |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 3:52pm On Jul 22, 2011 |
i will send to u when necessary |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 12:58pm On Jul 23, 2011 |
we set to serve u better, |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 5:27pm On Jul 25, 2011 |
Call us , for ur next project |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 4:23pm On Jul 27, 2011 |
We set to serve u better, |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 8:16pm On Jul 31, 2011 |
We set to serve u better |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 1:02pm On Aug 02, 2011 |
We set to serve u better, |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 4:41pm On Aug 12, 2011 |
We set to serve u better! |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 1:30pm On Aug 16, 2011 |
We set to serve u better! |
Re: Profile Of An Architects/builder With Sound Xperience by ekinmogun: 3:19pm On Aug 16, 2011 |
segcy.moor, can you help me estimate the cost of putting up a fence in lekki phase 2? The land is not marshy and it is already fenced on one side. The other three sides are. length-40.14m and the two breadth are -25m each. What a builder is quoting for me seems to be on a high side. |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 6:55pm On Aug 16, 2011 |
I will get back to u soon! |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 12:47pm On Aug 19, 2011 |
QUOTATION FOR PERMANENT 1000 SQM FENCE WALL(10m height) MATERIAS FOR BLOCK: (1) 9’’ Blocks……………………10,980 pcs @ #180 each = #1,976,400:00 (2) Cement for Brick setting……. 169 pcs @#2,000 each = #33,800:00 (3) Sharp sand …………… 4 load of 20 tons @ 60,000 each = #240,000:00 MATERIA FOR CONCRETE BASE RE-ENFORCEMENT: (1)Granite 2 load of 30 tons @ #180,000:00 each = # 360,000:00 (2) Sharp Sand 4 load of 20 tons @ 60,000:00 each = # 240,000:00 (3) Cement for blinding 24 pcs @ #2000 = # 48,000:00 (4) Cement for columns and raft base 480 pcs @ #2,000 each = # 960,000:00 (5) Planks 1 by 4 by 12 white wood 150pcs @ #650 each = # 97,500:00 (6) wood 2 by 3 and 3 by 4 for bracing 80 pcs @#300 each = # 24,000:00 (7) Nails 2 by 3 and 3 by 4 :4 bags @ 6,000:00 each = # 24,000:00 ( Binding wire for carpenter 1 roll @ 6,000:00 each = # 6,000:00 (9) IRON: Y10 = 67pcs @ #1,500 each =# 100,500:00 Y12 = 2 TONS @ #180,000 each = # 360,000:00 (10) Biding Wire for iron bending : 2 roll @ # 6,000:00 each = # 12,000:00 (11)Renting of Vibrator ………………………………………. = # 15,000:00 (12) Renting of concreate mixer ………………………………. = # 60,000:00 DIGING OF WELL: Sinking 6 rings @ #5,000 each = #30,000:00 Purchase of 6 rings @ #6,000:00 each =# 36,000:00 TOTAL OF MATERIAL: # 4,623,200:00 LABOUR: (1) EXCAVATION ……………………… # 50,000:00 (2) BLINDING ……………………………. # 30,000:00 (3) BRICK LAYING ……………………… # 380,100:00 (4) CONCREATE RAFT BASE AND COLUMS # 150,000:00 (5) CARPENTER ……………………………… # 120,000:00 (6) IRON BENDER ……………………………. # 150,000:00 TOTAL OF LABOR # 880,000:00 The quatation is prepare base on solid fence that we gunratee u standing for decades. You may need to compare it and get back to us i neccessary. Thanks |
Re: Profile Of An Architects/builder With Sound Xperience by ekinmogun: 2:38pm On Aug 19, 2011 |
Old boy, 10000 blocks and more than 5million naira total cost? |
Re: Profile Of An Architects/builder With Sound Xperience by chuka2003(m): 6:50pm On Aug 19, 2011 |
what's the developer fee for building a 3 bedroom bungalow, |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 7:25pm On Aug 21, 2011 |
@Chuka, i think u mean supervision fees, I can collect 150k provided is within Lagos |
Re: Profile Of An Architects/builder With Sound Xperience by luluxiu: 4:20am On Aug 22, 2011 |
I can help estimate the Leckie Phase 2 of a fence cost? Land is not squishy, it has been in the side of the fence. The other three sides. - 25M length of 40.14 m each and two breadth. |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 11:59am On Aug 22, 2011 |
Bros. I advise u go ur Engineer. fence in lekki requires careful attetion if u dont want to take risk.As u can see i dont intend to buy materials for u. Thanks and Best Regards |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 2:14pm On Aug 25, 2011 |
We set to serve u better! |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 5:10pm On Aug 26, 2011 |
Call us today! |
Re: Profile Of An Architects/builder With Sound Xperience by Fhemmmy: 12:08am On Aug 27, 2011 |
Not bad . . |
Re: Profile Of An Architects/builder With Sound Xperience by Aventures(m): 12:24pm On Aug 27, 2011 |
Fence estimate: let;s go tha way of QS style and see rough estimate idea; 1. Block work: The perimeter lent is abt 90.14m say 91m. Then average height of the fence should be 2.4m max. Then the total block arrea in sqm is 218.4 let say 220 sqm to allow for wastage. 2. Concrete for raft: raft inverted T beam Dimension for the raft stem (0.15 x 0.675) the I beam (0.23 x 0.6) Note the total height asumed here is 750mm i:e 0.75 m it could be more or less than this in some cases depending on the diff. btw ur site level and the road. Now the area in sqm is (0.101) + (0.138) = 0.239 now the Volume of the concrte is 0.239 * 91 = 21.79 cum say 23 cum to allow for shrinkage and wastage. column: 0.23 x 023 x2.4 x 32 = 4.1 cum Total 27cum 3. Formwork: Raft beam 91 x0.6x 2= 109 say 110 sqm. Columns 32 x 1 x 2.4 = 76.8 Total formwrk =190 sqm 4. Reinforcment: Raft Inverted beam-- 10-12mm = 13kg/m run :. 91 x 13 = 1183 kg of iron. Th columns- 18.87kg/column (total no columns 91/3 + 1= say 32) so: 18.87 x 32= 603.84 say 605kg 0f iron Total iron =1788Kg S/N Description qty unit Rate Amt 1 Block wrk 220 sqm 2600 572,000 2 concrete 27 cum 25000 675,000 3. formwork 190 sqm 2 400 456,000 4. reinforcement 1788 kg 250 447,000 total 2,150,000 This is just a rough estimate which exclude Gate columns and the gate, coping, rendering and unforseen contigency. The estimate of this kind takes care of the materia;l labour and contractor's profit. |
Re: Profile Of An Architects/builder With Sound Xperience by Aventures(m): 7:23pm On Aug 27, 2011 |
Fence estimate: let;s go tha way of QS style and see rough estimate idea; 1. Block work: The perimeter lent is abt 90.14m say 91m. Then average height of the fence should be 2.4m max. Then the total block arrea in sqm is 218.4 let say 220 sqm to allow for wastage. 2. Concrete for raft: raft inverted T beam Dimension for the raft stem (0.15 x 0.675) the I beam (0.23 x 0.6) Note the total height asumed here is 750mm i:e 0.75 m it could be more or less than this in some cases depending on the diff. btw your site level and the road. Now the area in sqm is (0.101) + (0.138) = 0.239 now the Volume of the concrte is 0.239 * 91 = 21.79 precipitate say 23 precipitate to allow for shrinkage and wastage. column: 0.23 x 023 x2.4 x 32 = 4.1 precipitate Total 27cum 3. Formwork: Raft beam 91 x0.6x 2= 109 say 110 sqm. Columns 32 x 1 x 2.4 = 76.8 Total formwrk =190 sqm 4. Reinforcment: Raft Inverted beam-- 10-12mm = 13kg/m run :. 91 x 13 = 1183 kg of iron. Th columns- 18.87kg/column (total no columns 91/3 + 1= say 32) so: 18.87 x 32= 603.84 say 605kg 0f iron Total iron =1788Kg S/N Description qty unit Rate Amt 1 Block wrk 220 sqm 2600 572,000 2 concrete 27 precipitate 25000 675,000 3. formwork 190 sqm 2 400 456,000 4. reinforcement 1788 kg 250 447,000 total 2,150,000 This is just a rough estimate which exclude Gate columns and the gate, coping, rendering and unforseen contigency. The estimate of this kind takes care of the materia;l labour and contractor's profit |
Re: Profile Of An Architects/builder With Sound Xperience by Aventures(m): 9:57pm On Aug 27, 2011 |
Fence estimate: let;s go tha way of QS style and see rough estimate idea; 1. Block work: The perimeter lent is abt 90.14m say 91m. Then average height of the fence should be 2.4m max. Then the total block arrea in sqm is 218.4 let say 220 sqm to allow for wastage. 2. Concrete for raft: raft inverted T beam Dimension for the raft stem (0.15 x 0.675) the I beam (0.23 x 0.6) Note the total height asumed here is 750mm i:e 0.75 m it could be more or less than this in some cases depending on the diff. btw your site level and the road. Now the area in sqm is (0.101) + (0.138) = 0.239 now the Volume of the concrte is 0.239 * 91 = 21.79 precipitate say 23 precipitate to allow for shrinkage and wastage. column: 0.23 x 023 x2.4 x 32 = 4.1 precipitate Total 27cum 3. Formwork: Raft beam 91 x0.6x 2= 109 say 110 sqm. Columns 32 x 1 x 2.4 = 76.8 Total formwrk =190 sqm 4. Reinforcment: Raft Inverted beam-- 10-12mm = 13kg/m run :. 91 x 13 = 1183 kg of iron. Th columns- 18.87kg/column (total no columns 91/3 + 1= say 32) so: 18.87 x 32= 603.84 say 605kg 0f iron Total iron =1788Kg S/N Description qty unit Rate Amt 1 Block wrk 220 sqm 2600 572,000 2 concrete 27 precipitate 25000 675,000 3. formwork 190 sqm 2 400 456,000 4. reinforcement 1788 kg 250 447,000 total 2,150,000 This is just a rough estimate which exclude Gate columns and the gate, coping, rendering and unforseen contigency. The estimate of this kind takes care of the materia;l labour and contractor's profit |
Re: Profile Of An Architects/builder With Sound Xperience by Aventures(m): 1:18pm On Aug 28, 2011 |
Fence estimate: let;s go tha way of QS style and see rough estimate idea; 1. Block work: The perimeter lent is abt 90.14m say 91m. Then average height of the fence should be 2.4m max. Then the total block arrea in sqm is 218.4 let say 220 sqm to allow for wastage. 2. Concrete for raft: raft inverted T beam Dimension for the raft stem (0.15 x 0.675) the I beam (0.23 x 0.6) Note the total height asumed here is 750mm i:e 0.75 m it could be more or less than this in some cases depending on the diff. btw your site level and the road. Now the area in sqm is (0.101) + (0.138) = 0.239 now the Volume of the concrte is 0.239 * 91 = 21.79 precipitate say 23 precipitate to allow for shrinkage and wastage. column: 0.23 x 023 x2.4 x 32 = 4.1 precipitate Total 27cum 3. Formwork: Raft beam 91 x0.6x 2= 109 say 110 sqm. Columns 32 x 1 x 2.4 = 76.8 Total formwrk =190 sqm 4. Reinforcment: Raft Inverted beam-- 10-12mm = 13kg/m run :. 91 x 13 = 1183 kg of iron. Th columns- 18.87kg/column (total no columns 91/3 + 1= say 32) so: 18.87 x 32= 603.84 say 605kg 0f iron Total iron =1788Kg S/N Description qty unit Rate Amt 1 Block wrk 220 sqm 2600 572,000 2 concrete 27 precipitate 25000 675,000 3. formwork 190 sqm 2 400 456,000 4. reinforcement 1788 kg 250 447,000 total 2,150,000 This is just a rough estimate which exclude Gate columns and the gate, coping, rendering and unforseen contigency. The estimate of this kind takes care of the materia;l labour and contractor's profit |
Re: Profile Of An Architects/builder With Sound Xperience by proptmart: 1:30pm On Aug 28, 2011 |
Fence estimate: let;s go tha way of QS style and see rough estimate idea; 1. Block work: The perimeter lent is abt 90.14m say 91m. Then average height of the fence should be 2.4m max. Then the total block arrea in sqm is 218.4 let say 220 sqm to allow for wastage. 2. Concrete for raft: raft inverted T beam Dimension for the raft stem (0.15 x 0.675) the I beam (0.23 x 0.6) Note the total height asumed here is 750mm i:e 0.75 m it could be more or less than this in some cases depending on the diff. btw your site level and the road. Now the area in sqm is (0.101) + (0.138) = 0.239 now the Volume of the concrte is 0.239 * 91 = 21.79 precipitate say 23 precipitate to allow for shrinkage and wastage. column: 0.23 x 023 x2.4 x 32 = 4.1 precipitate Total 27cum 3. Formwork: Raft beam 91 x0.6x 2= 109 say 110 sqm. Columns 32 x 1 x 2.4 = 76.8 Total formwrk =190 sqm 4. Reinforcment: Raft Inverted beam-- 10-12mm = 13kg/m run :. 91 x 13 = 1183 kg of iron. Th columns- 18.87kg/column (total no columns 91/3 + 1= say 32) so: 18.87 x 32= 603.84 say 605kg 0f iron Total iron =1788Kg S/N Description qty unit Rate Amt 1 Block wrk 220 sqm 2600 572,000 2 concrete 27 precipitate 25000 675,000 3. formwork 190 sqm 2 400 456,000 4. reinforcement 1788 kg 250 447,000 total 2,150,000 This is just a rough estimate which exclude Gate columns and the gate, coping, rendering and unforseen contigency. The estimate of this kind takes care of the materia;l labour and contractor's profit |
Re: Profile Of An Architects/builder With Sound Xperience by segcymoor(m): 6:22pm On Aug 29, 2011 |
thanks , papa international dealer! |
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