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

our works,

designs,

site works,

site works,

We set to serve u better!

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

i will send to u when necessary

we set to serve u better,

Call us , for ur next project

We set to serve u better,

We set to serve u better

We set to serve u better,

We set to serve u better!

We set to serve u better!

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.

I will get back to u soon!

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

Old boy, 10000 blocks and more than 5million naira total cost?

what's the developer fee for building a 3 bedroom bungalow,

@Chuka, i think u mean supervision fees, I can collect 150k provided is within Lagos

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.

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

We set to serve u better!

Call us today!

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.

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

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

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

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

thanks , papa international dealer!