PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON...

PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY

ITEM

NO. DESCRIPTIONQTY UNIT RATE AMOUNT(Ksh.)

SUBSTRUCTURES

(All provisional)

VEGETABLE TOP SOIL

AClear site of all grass and cart away or burn debris as

directed on site2738 M

2 100 273,800.00

BCut tree 600 to 1200mm girth, grub roots and cartaway

all debris from site22 No 10000 220,000.00

Excavate surfaces to reduce levels

CExcavate average 150 mm deep to remove vegetable top

soil and cart away from site 2738 M2 100 273,800.00

DExtra over excavation in hard rock commencing from

excavated level 2738 M3 960 2,628,480.00

EExtra over excavation in soft rock commencing from

excavated level 2738 M3 600 1,642,800.00

FExtra over excavation in medium hard rock commencing

from excavated level 2738 M3 750 2,053,500.00

EXCAVATION AND EARTHWORKS

GExcavate foundation trench, commencing from reduced

level; depth not exceeding 1.5m 185 M3 300 55,500.00

Mass excavation to reduce levels, starting from

stripped level in:-

H Depth not exceeding 1.5m 4153 M3 300 1,245,900.00

J Ditto in depth exceeding 3.0m 4153 M3 500 2,076,500.00

K Ditto in depth exceeding 4.5m 4153 M3 600 2,491,800.00

L Ditto in depthexceeding 6.0m 4153 M3 700 2,907,100.00

M Ditto in depth exceeding 7.5m 2738 M3 800 2,190,400.00

NExcavation in column bases depth not exceeding 1.5m

commencing from ground floor level. 171 M3 300 51,300.00

Carried to collection 18,110,880.00

MAIN HOUSE ELEMENT: SUBSTRUCTURE3/1

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


AAllow for keeping excavations free of water and mud by

pumping,bailing or other approval means Item 35000 35,000.00

B Allow for maintaining and supporting sides of excavations

and for keeping the same free from fallen materials Item 35000 35,000.00

Disposal of surplus spoil

CReturn, fill in and ram selected excavated material

around foundation walls891 M

3 120 106,920.00

DLoad and cart away surplus excavated material and

dispose off as directed. 2620 M3 320 838,400.00

Filling

E300 mm Thick hardcore filling compacted in layers of

150mm. 2530 M2 980 2,479,400.00

F 50mm Thick quarry dust blinding on hardcore 2530 M2 100 253,000.00

Anti-termite treatment

G

Chemical anti-termite treatment executed complete by an

approved specialist under a ten(10) year guarantee to

surface of blind hardcore2571 M

2 300 771,300.00

Damp proof membrane

H 1000 gauge polythene or other equal and approved damp

proof membrane laid under surface of blinded hardcore2571 M2 100 257,100.00

Plain concrete 1:3:6mix in:-

J 50mm Thick surface blinding under footings 3023 M2 380 1,148,740.00

Insitu concrete class 25/20mm maximum aggregate

vibrated and reinforced as described in:-

K Foundation strip 37 M3 13500 499,500.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A Column bases 57 M3 13500 769,500.00

B 250mm thick ground floor slab 2738 M2 3375 9,240,750.00

Tanking

C25 mm Thick asphat tanking to base of the slab and the

column bases2738 M2 2700 7,392,600.00

D Ditto to the sides of the basement. 1492 M2 2700 4,028,400.00

Reinforcement

High tensile steel reinforcements to B.S 4482 as

described

E 10 mm Diameter bars in founadation strip 963 KG 140 134,820.00

F 20mm Diameter bars in column bases 30466 KG 140 4,265,240.00

G 16mm Diameter bars in basement columns 7899 KG 140 1,105,860.00

H 10mm Ditto 6125 KG 140 857,500.00

J 12mm Diameter bars in basement staircase 466 KG 140 65,240.00

K 10mm Ditto 188 KG 140 26,320.00

Sawn formwork to :

L Edges of column bases 449 M2 500 224,500.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


SECTION NO. 1

MAIN HOUSE

ELEMENT NO. 1

SUBSTRUCTURES

COLLECTION

Page

No Amount

Total brought forward from page No. 3/1 18,110,880.00

3/2 6,424,360.00

3/3 28,110,730.00

Carried forward to summary of section No.1 52,645,970.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM

NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)

REINFORCED CONCRETE FRAMES

Basement 1

Insitu concrete class 25/20, vibrated and reinforced

as described in :-

A Beams 223 M3 13,500 3,010,500.00

B

300mm Thick composite slab comprising of

380x225x160mm deep concrete ribs at 400c/c and

75mm concrete topping

2450 M2 4,725 11,576,250.00

C Column 120 M3 13,500 1,620,000.00

D Staircase 6 M3 13,500 81,000.00

E Lift core RC walling 8 M3 13,500 108,000.00

F Basement RC walling 72 M3 13,500 972,000.00

G Ramp 41 M3 13,500 553,500.00

Sawn formwork to:

H Soffites of suspended hollowpot slab 2450 M2 500 1,225,000.00

JEdges of suspended slab exceeding 150mm but not

exceeding 300mm270 M 150 40,500.00

K Sides of column 799 M2 500 399,500.00

L Sloping soffites of staircase 6 M2 500 3,000.00

M Soffites of the landing 7 M2 500 3,500.00

NEdges of the staircase string; girth exceeding 150mm

but not exceeding 300mm.8 M 150 1,200.00

OEdges of the staircase riser; girth exceeding 75mm but

not exceeding 150mm 32 M 75 2,400.00


MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/5

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


AEdgesof the staircase landing; girth exceeding 75mm

but not exceeding 150mm 3 M 75 225.00

B Sides of basement RC wall 359 M2 500 179,500.00

C Soffites of the ramp 163 M2 500 81,500.00

DEdges of the ramp;girth exceeding 150,but not

exceeding 30050 M 150 7,500.00

Reinforcement


described

E 10mm Diameter bars in internal beams 6561 KG 140 918,540.00

F 16mm Ditto 11700 KG 140 1,638,000.00

G 10mm Diameter bars in ring beam beams 1677 KG 140 234,780.00

H 16mm Ditto 3988 KG 140 558,320.00

J 12mm Diameter bars in basement slab 13546 KG 140 1,896,440.00

K 16mm Ditto 21837 KG 140 3,057,180.00

L 10mm Diameter to ramp 1213 KG 140 169,820.00

M 20mm Ditto 11100 KG 140 1,554,000.00

N 16mm Diameter to basement R.C wall 14821 KG 140 2,074,940.00

Basement 2


O Beams 223 M3 13,500 3,010,500.00

P




2450 M2 4,725 11,576,250.00

Q Column 120 M3 13,500 1,620,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A Staircase 6 M3 13,500 81,000.00

B Lift core RC walling 8 M3 13,500 108,000.00

C Basement RC walling 72 M3 13,500 972,000.00

D Ramp 41 M3 13,500 553,500.00

Sawn formwork to:

E Soffites of suspended hollowpot slab 2450 M2 500 1,225,000.00

F Edges of suspended slab exceeding 150mm but not 270 M 150 40,500.00

G Sides of column 799 M2 500 399,500.00

H Sloping soffites of staircase 6 M2 500 3,000.00

J Soffites of the landing 7 M2 500 3,500.00

K Edges of the staircase string; girth exceeding 150mm 8 M 150 1,200.00

L Edges of the staircase riser; girth exceeding 75mm but 32 M 75 2,400.00

M Edgesof the staircase landing; girth exceeding 75mm 3 M 75 225.00

N Sides of basement RC wall 359 M2 500 179,500.00

O Soffites of the ramp 163 M2 500 81,500.00

PEdges of the ramp;girth exceeding 150,but not

exceeding 30050 M 150 7,500.00

Reinforcement


Q 10mm Diameter bars in internal beams 6561 KG 140 918,540.00

R 16mm Ditto 11700 KG 140 1,638,000.00

S 10mm Diameter bars in ring beam beams 1677 KG 140 234,780.00

T 16mm Ditto 3988 KG 140 558,320.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A 12mm Diameter bars in basement slab 13546 KG 140 1,896,440.00

B 16mm Ditto 21837 KG 140 3,057,180.00

C 10mm Diameter to ramp 1213 KG 140 169,820.00

D 20mm Ditto 11100 KG 140 1,554,000.00

E 16mm Diameter to basement R.C wall 14821 KG 140 2,074,940.00

Ground Floor


as described in :-

F Beams 223 M3 13,500 3,010,500.00

G Ring beam 66 M3 13,500 891,000.00




2450 M2 4,725 11,576,250.00

H Column 157 M3 13,500 2,119,500.00

J Staircase base 3 M3 13,500 40,500.00

K Staircase waist 14 M3 13,500 189,000.00

L Staircase steps 3 M3 13,500 40,500.00

M Staircase landing 5 M3 13,500 67,500.00

N Lift core RC walling 15 M3 13,500 202,500.00

O Internal beams 82 M3 13,500 1,107,000.00

Sawn formwork to:

P soffites of suspended hollowpot slab 2450 M2 500 1,225,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


AEdges of suspended slab exceeding 150mm but not

exceeding 300mm270 M 150 40,500.00

B Sides of column 1048 M2 500 524,000.00

C Sloping soffites of staircase 39 M2 500 19,500.00

D Soffites of the landing 23 M2 500 11,500.00

EEdges of the staircase string; girth exceeding 150mm


FEdges of the staircase riser; girth exceeding 150mm but


GEdgesof the staircase landing; girth exceeding 150mm

but not exceeding 300mm 30 M 150 4,500.00

H Sides internal beam below slab level 109 M2 500 54,500.00

J Exterior edges of the ringbeam 1378 M2 500 689,000.00

K Exterior side of the lift core 51 M2 500 25,500.00

L Interior side of the lift core 34 M2 500 17,000.00

REINFORCEMENT

BRC mesh fabric reinforcement

MBRC ref. A.142 mesh weighing 2.22kg/m2 in stairs and

landing71 M

2 420 29,820.00


described

N 8mm Diameter bars in internal beams 2558 KG 140 358,120.00

O 16mm Ditto 6442 KG 140 901,880.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A 10mm Diameter bars in column 4037 KG 140 565,180.00

B 16mm Ditto 5184 KG 140 725,760.00

C 8mm Diameter bars in ring beam beams 1502 KG 140 210,280.00

D 16mm Ditto 3270 KG 140 457,800.00

E 12mm Diameter bars in suspended slab 13546 KG 140 1,896,440.00

F 16mm Ditto 21837 KG 140 3,057,180.00

G 10mm Diameter to ramp 1213 KG 140 169,820.00

H 20mm Ditto 11100 KG 140 1,554,000.00

J 12mm Diameter bars to stairs 1166 KG 140 163,240.00

K 10mm Diameter ditto 470 KG 140 65,800.00

L 16mm Diameter bars in lift core 659 KG 140 92,260.00

M 12mm Diameter ditto 87 KG 140 12,180.00

Plinth Treatment

M

Prepare apply 12mm thick cement sand (mix of 1:3)

render; Prepare and apply 3 coats of bituminous paint

to the rendered surface.

62 M2 600 37,200.00

FIRST FLOOR AND SECOND FLOOR


as described in :-

O Beams 110 M3 13,500 1,485,000.00

P Ring beam 110 M3 13,500 1,485,000.00

Q




1137 M2 4,725 5,372,325.00

R Column 225 M3 13,500 3,037,500.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A Staircase base 5 M3 13,500 67,500.00

B Staircase waist 29 M3 13,500 391,500.00

C Staircase steps 15 M3 13,500 202,500.00

D Staircase landing 9 M3 13,500 121,500.00

E Lift core RC walling 22 M3 13,500 297,000.00

F Internal beams 82 M3 13,500 1,107,000.00

G 150mm Thick floor slab 1762 M2 2,025 3,568,050.00

Sawn formwork to:

H Soffites of suspended slab 1762 M2 500 881,000.00

JEdges of suspended slab exceeding 150mm but not

exceeding 300mm270 M 150 40,500.00

K Sides of column 1798 M2 500 899,000.00

L Sloping soffites of staircase 98 M2 500 49,000.00

M Soffites of the landing 45 M2 500 22,500.00

NEdges of the staircase string; girth exceeding 150mm


OEdges of the staircase riser; girth exceeding 150mm but


PEdgesof the staircase landing; girth exceeding 150mm


Q Sides internal beam below slab level 217 M2 500 108,500.00

R Exterior edges of the ringbeam 1378 M2 500 689,000.00

S Exterior side of the lift core 74 M2 500 37,000.00

T Interior side of the lift core 50 M2 500 25,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A Sides of ring beam 276 M2 500 138,000.00

REINFORCEMENT


BBRC ref. A.142 mesh weighing 2.22kg/m2 in stairs and

landing1137 M

2 420 477,540.00

C Ditto in suspended slab 1762 M2 420 740,040.00


described

D 8mm Diameter bars in internal beams 5116 KG 140 716,240.00

E 16mm Ditto 12884 KG 140 1,803,760.00

F 8mm Diameter bars in ring beam beams 3004 KG 140 420,560.00

G 16mm Ditto 6539 KG 140 915,460.00

H 12mm Diameter bars in suspended slab 12166 KG 140 1,703,240.00

J 16mm Ditto 19008 KG 140 2,661,120.00

K 12mm Diameter bars to stairs 2332 KG 140 326,480.00

L 10mm Diameter ditto 940 KG 140 131,600.00

M 16mm Diameter bars in lift core 966 KG 140 135,240.00

N 12mm Diameter ditto 139 KG 140 19,460.00

O 16mm Diameter bars to floor slab 38015 KG 140 5,322,100.00

P 12mm Ditto 24332 KG 140 3,406,480.00

Q 10mm Diameter bars to column 5847 KG 140 818,580.00

R 16mm Ditto 7406 KG 140 1,036,840.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


THIRD FLOOR


as described in :-

A Beams 223 M3 13,500 3,010,500.00

B Ring beam 55 M3 13,500 742,500.00

C



75mm concrete topping (FOURTH FLOOR)

1144 M2 4,725 5,405,400.00

D Column base 1 M3 13,500 13,500.00

E Column 120 M3 13,500 1,620,000.00

F Staircase base 3 M3 13,500 40,500.00

G Staircase waist 14 M3 13,500 189,000.00

H Staircase steps 3 M3 13,500 40,500.00

J Staircase landing 5 M3 13,500 67,500.00

K Lift core RC walling 11 M3 13,500 148,500.00

L Internal beams 110 M3 13,500 1,485,000.00

Sawn formwork to:

M Soffites of suspended hollowpot slab 2450 M2 500 1,225,000.00

NEdges of suspended slab exceeding 150mm but not

exceeding 300mm270 M 150 40,500.00

O Sides of column 799 M2 500 399,500.00

P Sloping soffites of staircase 29 M2 500 14,500.00

Q Soffites of the landing 14 M2 500 7,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


AEdges of the staircase string; girth exceeding 150mm


BEdges of the staircase riser; girth exceeding 150mm but


CEdgesof the staircase landing; girth exceeding 150mm


D Sides internal beam below slab level 109 M2 500 54,500.00

E Soffites internal beam below slab level 217 M2 500 108,500.00

F Exterior edges of the ringbeam 276 M2 500 138,000.00

G Exterior side of the lift core 37 M2 500 18,500.00

H Interior side of the lift core 25 M2 500 12,500.00

REINFORCEMENT


JBRC ref. A.142 mesh weighing 2.22kg/m2 in stairs and

landing43 M

2 420 18,060.00


described

K 8mm Diameter bars in internal beams 2558 KG 140 358,120.00

L 16mm Ditto 6442 KG 140 901,880.00

M 8mm Diameter bars in ring beam 1502 KG 140 210,280.00

N 16mm Ditto 3270 KG 140 457,800.00

O 12mm Diameter bars in suspended slab 13546 KG 140 1,896,440.00

P 16mm Ditto 21837 KG 140 3,057,180.00

Q 12mm Diameter bars to stairs 700 KG 140 98,000.00

R 10mm Diameter ditto 282 KG 140 39,480.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A 16mm Diameter bars in lift core 483 KG 140 67,620.00

B 12mm Diameter ditto 70 KG 140 9,800.00

4th-7th Floor


as described in :-

C Beams 347 M3 13,500 4,684,500.00

D Ring beam 220 M3 13,500 2,970,000.00

E



75mm concrete topping (5th,6th,7th and 8th Floors)

4623 M2 4,725 21,843,675.00

F Column 4493 M3 13,500 60,655,500.00

G Staircase base 2 M3 13,500 27,000.00

H Staircase waist 11 M3 13,500 148,500.00

J Staircase steps 6 M3 13,500 81,000.00

K Staircase landing 4 M3 13,500 54,000.00

L Lift core RC walling 45 M3 13,500 607,500.00

Sawn formwork to:

M Soffites of suspended hollowpot slab 4623 M2 500 2,311,500.00

NEdges of suspended slab exceeding 150mm but not

exceeding 300mm270 M 150 40,500.00

O Sides of column 2995 M2 500 1,497,500.00

P Sloping soffites of staircase 39 M2 500 19,500.00

Q Soffites of the landing 18 M2 500 9,000.00

REdges of the staircase string; girth exceeding 150mm




Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


AEdges of the staircase riser; girth exceeding 150mm but


B Sides internal beam below slab level 434 M2 500 217,000.00

C Soffites internal beam below slab level 868 M2 500 434,000.00

D Exterior edges of the ringbeam 843 M2 500 421,500.00

E Exterior side of the lift core 149 M2 500 74,500.00

F Interior side of the lift core 99 M2 500 49,500.00

REINFORCEMENT


GBRC ref. A.142 mesh weighing 2.22kg/m2 in stairs and

landing57 M

2 420 23,940.00


described

H 8mm Diameter bars in internal beams 10231 KG 140 1,432,340.00

16mm Ditto 25768 KG 140 3,607,520.00

J 8mm Diameter bars in ring beam 6008 KG 140 841,120.00

K 16mm Ditto 13078 KG 140 1,830,920.00

L 12mm Diameter bars in suspended slab 76031 KG 140 10,644,340.00

M 16mm Ditto 48663 KG 140 6,812,820.00

N 16mm Diameter bars to column 14711 KG 140 2,059,540.00

O 10mm Ditto 11693 KG 140 1,637,020.00

P 12mm Diameter bars to stairs 700 KG 140 98,000.00

Q 10mm Diameter ditto 282 KG 140 39,480.00

R 16mm Diameter bars in lift core 1932 KG 140 270,480.00

S 12mm Diameter ditto 278 KG 140 38,920.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


8th-11th Floor


as described in :-

A Beams 347 M3 13,500 4,684,500.00

B Ring beam 220 M3 13,500 2,970,000.00

C




4608 M2 4,725 21,772,800.00

D Column 449 M3 13,500 6,061,500.00

E Staircase base 2 M3 13,500 27,000.00

F Staircase waist 11 M3 13,500 148,500.00

G Staircase steps 6 M3 13,500 81,000.00

H Staircase landing 4 M3 13,500 54,000.00

J Lift core RC walling 304 M3 13,500 4,104,000.00

Sawn formwork to:

K Soffites of suspended hollowpot slab 4608 M2 500 2,304,000.00

LEdges of suspended slab exceeding 150mm but not

exceeding 300mm270 M 150 40,500.00

M Sides of column 2995 M2 500 1,497,500.00

N Sloping soffites of staircase 39 M2 500 19,500.00

O Soffites of the landing 18 M2 500 9,000.00

PEdges of the staircase riser; girth exceeding 150mm but


Q Sides of internal beam below slab level 1737 M2 500 868,500.00

R Sides and edges of the ringbeam 1543 M2 500 771,500.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A Exterior side of the lift core 37 M2 500 18,500.00

B Interior side of the lift core 25 M2 500 12,500.00

REINFORCEMENT


CBRC ref. A.142 mesh weighing 2.22kg/m2 in stairs and

landing57 M

2 420 23,940.00

D Ditto in composite suspended slab 4608 M2 420 1,935,360.00


described

E 8mm Diameter bars in internal beams 10231 KG 140 1,432,340.00

F 16mm Ditto 25768 KG 140 3,607,520.00

G 8mm Diameter bars in ring beam 6008 KG 140 841,120.00

H 16mm Ditto 3270 KG 140 457,800.00

J 12mm Diameter bars in suspended slab 48663 KG 140 6,812,820.00

K 16mm Ditto 76031 KG 140 10,644,340.00

L 12mm Diameter bars to stairs 933 KG 140 130,620.00

M 10mm Diameter ditto 376 KG 140 52,640.00

N 16mm Diameter bars in lift core 2415 KG 140 338,100.00

O 12mm Diameter ditto 348 KG 140 48,720.00

P 10mm Diameter bars in column 11694 KG 140 1,637,160.00

Q 16mm Ditto 14811 KG 140 2,073,540.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


12th Floor


as described in :-

A Ring beam 10 M3 13,500 135,000.00

B 150mm Thick suspended slab 196 M2 2,025 396,900.00

C Column 19 M3 13,500 256,500.00

D Lift core RC walling 45 M3 13,500 607,500.00

Sawn formwork to:

E Soffites of suspended slab 196 M2 500 98,000.00

FEdges of suspended slab exceeding 150mm but not

exceeding 300mm56 M 150 8,400.00

G Sides of column 115 M2 500 57,500.00

H Sides and edges of the ringbeam 48 M2 500 24,000.00

J Exterior side of the lift core 37 M2 500 18,500.00

K Interior side of the lift core 25 M2 500 12,500.00

REINFORCEMENT


described

L 8mm Diameter bars in ring beam 431 KG 140 60,340.00

M 16mm Ditto 599 KG 140 83,860.00

N 12mm Diameter bars in suspended slab 1346 KG 140 188,440.00

O 16mm Ditto 3997 KG 140 559,580.00

P 16mm Diameter bars in lift core 483 KG 140 67,620.00

Q 12mm Diameter ditto 70 KG 140 9,800.00

R 10mm Diameter bars in column 562 KG 140 78,680.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A 16mm Ditto 641 KG 140 89,740.00

Water proofing

Prepare and apply "Penetron"or other and approved

waterproofing medium complete with and including a 10

year guarantee warranty

B To the suspended slab 196 M2 250 49,000.00

Carried to collection 138,740.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


SECTION NO. 1

MAIN HOUSE

ELEMENT NO. 2

SUPERSTRUCTURE

COLLECTION

Page

NoAmount

Total brought Forward from page No. 3/5 19,596,350.00

3/6 28,577,495.00

3/7 7,007,965.00

3/8 29,221,630.00

3/9 2,709,270.00

3/10 20,386,965.00

3/11 8,573,300.00

3/12 20,772,740.00

3/13 14,449,400.00

3/14 7,392,490.00

3/15 95,034,895.00

3/16 30,550,040.00

3/17 45,430,900.00

3/18 30,067,020.00

3/19 2,663,120.00

3/20 138,740.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


WALLING

Basement 1

External walling

Natural stone walling jointed in cement and sand

(1:3) mortar including bonding ties as necessary

A 200mm thick 725 M2 1,700 1,232,500.00

Internal walling

Machine cut natural stone walling jointed in cement

and sand (1:3) mortar including bonding ties as

necessary

B 200mm thick walling 415 M2 1,800 747,000.00

WALLING

Basement 2

External walling

Natural stone walling jointed in cement and sand


C 200mm thick 725 M2 1,700 1,232,500.00

Internal walling

Machine cut natural stone walling jointed in cement

and sand (1:3) mortar including bonding ties as

necessary

D 200mm thick walling 239 M2 1,800 430,200.00


MAIN HOUSE ELEMENT: WALLING3/22

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


GROUND FLOOR

Dump proof course(DPC)

Three ply hesian based asphalt damp proof course

bedded in cement and sand (1:3) mortar (measured net

to allow for laps)

A 200mm wide horizontal layer in external walling 278 M 100 27,800.00

B Ditto in internal walling 346 M 100 34,600.00

C 150mm wide horizontal layer in internal walling 96 M 100 9,600.00

Curtain walling

Pre fabricated factory glazed panels, site fixed with

brackets and accessories. Complete all necessary works

such as subframes,sealant,flashing, fixings and complete

with interfacing details in:-

D External wall 561 M2 5,200 2,917,200.00

E Internal wall 397 M2 5,200 2,064,400.00

External walling

Natural stone walling jointed in cement and sand (1:3)

mortar including bonding ties as necessary

F 200mm Thick 377 M2 1,800 678,600.00

Internal walling



G 200mm Thick 483 M2 1,800 869,400.00

H 150mm Ditto 61 M2 1,600 97,600.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


FIRST AND SECOND FLOOR




to allow for laps)




Curtain walling





D External wall 802 M2 5,200 4,170,400.00

E Internal wall 566 M2 5,200 2,943,200.00

External walling



F 200mm Thick 190 M2 1,800 342,000.00

Internal walling



G 200mm Thick 962 M2 1,800 1,731,600.00

H 150mm Ditto 320 M2 1,600 512,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


THIRD FLOOR




to allow for laps)




Curtain walling





D External wall 250 M2 5,200 1,300,000.00

E Internal wall 169 M2 5,200 878,800.00

External walling



F 200mm Thick 271 M2 1,800 487,800.00

Internal walling



G 200mm Thick 572 M2 1,800 1,029,600.00

H 150mm Ditto 337 M2 1,800 606,600.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Gypsum partitioning walls

Supply and fix gypsum walling boards fixed with and

including metal channels and railing as described:

A 100mm Thick wall partition 236 M2 565 133,340.00

4th-7th Floor

External walling

Machine cut stone walling jointed in cement and sand


B 200mm thick 2512 M2 1,800 4,521,600.00

Internal walling

Machine cut natural stone walling jointed in cement and

sand (1:4) mortar including bonding ties as necessary

C 200mm thick walling 1691 M2 1,800 3,043,800.00

D 150mm Ditto 223 M2 1,600 356,800.00

Curtain walling





E External wall 122 M2 5,200 634,400.00

F Internal wall 282 M2 5,200 1,466,400.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


8th-11th Floor

External walling



A 200mm thick 2513 M2 1,800 4,523,400.00

Internal walling



B 200mm thick walling 5719 M2 1,800 10,294,200.00

C 150mm Ditto 1417 M2 1,600 2,267,200.00

Curtain walling





D External wall 86 M2 5,200 447,200.00

E Internal wall 282 M2 5,200 1,466,400.00

12th Floor

External walling


(1:4) mortar including bonding ties as necessary in

F 200mm thick 468 M2 1,800 842,400.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Internal walling



A 150mm Ditto 28 M2 1,600 44,800.00

Curtain walling





B External wall 86 M2 5,200 447,200.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


MAIN HOUSE

ELEMENT NO. 1

SUBSTRUCTURES

COLLECTION

Page

NoAmount


3/23 6,699,200.00

3/24 9,837,800.00

3/25 4,366,500.00

3/26 10,156,340.00

3/27 19,840,800.00

3/28 492,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM

NO.DESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)

ROOFING

Mild steel Roof construction

The following in 6No. Truss type 'A' outer radius of

5950mm and inner radius 5250mm high in 75x75x4mm

SHS joists, rafters, and 50x50x3mm SHS struts and ties;

all to structural engineer's details.

A 75x75x4mm thick SHS lattice(8.49kg/m) 19 M 2,650 50,350.00

B50x50x4mm thick SHS braces to roof lattices welded to

main members.(5.35kg/m) 96 M 1,750168,000.00

200x200x4mm thick gusset plates(two on each side) 12 No 1,400

C16 mm Diameter bolts and tying nuts to the gusset

plates (two per gusset plate) 24 No 1202,880.00

Drill holes in 4mm thick gusset plate for 16mm diameter

bolts. 24 No 501,200.00

The following in 8No. Truss type 'B' outer radius of




D 75x75x4mm thick SHS lattice(8.49kg/m) 12 M 2,650 31,800.00

E50x50x4mm thick SHS braces to roof lattices welded to


F 200x200x4mm thick gusset plates(two on each side)16 No 1,400

22,400.00

G16 mm Diameter bolts and tying nuts to the gusset



MAIN HOUSE ELEMENT: PARTIAL ROOFING OVER ATRIUM LIGHT WELLS3/30

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


ADrill holes in 4mm thick gusset plate for 16mm diameter

bolts. 32 No 501,600.00

The following in 16No. Truss type 'C' outer radius of




B 75x75x4mm thick SHS lattice(8.49kg/m) 34 M 2,650 90,100.00

C50x50x4mm thick SHS braces to roof lattices welded to


D 200x200x4mm thick gusset plates(two on each side)32 No 1,400

44,800.00

E16 mm Diameter bolts and tying nuts to the gusset


FDrill holes in 4mm thick gusset plate for 16mm diameter

bolts. 64 No 503,200.00

Roof Covering

G

Supply and fix Pre-painted gauge 28 GCI as

'GALSHEET' or equal and approved, bolted to steel

purlins(M.S) 384 M2

1,400

537,600.00

H Ditto for 1800 x 333mm wide ridge cap 54 M 840 45,360.00

RAINWATER DISPOSAL

Rain water goods

26g Galvanised mild steel sheeting; all welds ground

smooth

J

150 x 150mm box gutter including soldered joints in the

running length fixed to roof lattice with and including

brackets at approved centers

105

M

600 63,000.00

K

75mm dia. rainwater downpipe fixed with and including

mild steel straps at 900mm centres, plugged and

screwed to wall 489 M2

500

244,500.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Extra over

A Swan neck bend 12 No 150 1,800.00

B Horse shoe bend 12 No 100 1,200.00

Painting and decoration

Prepare and apply one approved etching primer, one

undercoat and two coats of 'CROWN SOLO' or other

equal and approved super gloss oil paint to:-

CGeneral surfaces of gutters; over 300mm girth external

47 M2

28013,160.00

D General surfaces of downpipe 302 M2

280 84,560.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


SECTION NO. 1

MAIN HOUSE

ELEMENT NO 4

ROOFING

COLLECTION

PAGE

NOAmount

Total Brought forward from Page No. 3/30 392,470.00

3/31 1,373,840.00

3/32 100,720.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


DOORS

Ground floor

Aluminium doors

Supply and fix Powder coated aluminium framed

panelled doors consisting of 150 x75mm aluminium stiles

and top rails, 200x75mm middle and bottom rails and

panels infilled with and including 6mm thick clear glass;

complete with 3-lever lock as per Messrs Kens Metal or

other equal and approved supplier; including sliding track

with rollers

A1500x2400mm High double leaves and double swing

door26 No 19,500 507,000.00

Glazing

B6mm Thick Georgian wired glass glazing to aluminium

doors (1500mmx2400mm high)12 M

2 8,500 102,000.00

Steel doors

Heavy duty section mild steel doors with one coat red

lead oxide primer complete

Standard mild steel louvred door; overall size 600 x 2400

mm. comprising heavy Z,T and Flat sections including all

iron mongery accessories

32 No 13,700 438,400.00

C Ditto in 1000 x 2400mm high 4 No 22,800 91,200.00

Timber doors

Approved Quality flush doors

DSingle leaf solid core flush door overall size 900x2400

mm high including frame(M.S)49 No 4,500 220,500.00

The following in prime grade wrot cypress

E 150x50mm thick door frame with 3 labours 555 M 600 333,000.00

F 150x50mm thick transom 85 M 600 51,000.00

G 40 x 25 mm architrave with one labour 555 M 150 83,250.00


MAIN HOUSE ELEMENT: DOORS3/34

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A 25mm quadrant 555 M 150 83,250.00

Fanlight

B 4mm Thick clear sheet glass (0-0.5M2) 25 M

2 900 22,500.00

Beading

C25x10mm Thick glazing beads to bind the fanlight to the

doors457 M 250 114,250.00

Iron mongery as per " union "catalogue

D Hat and Coat hook 49 No 220 10,780.00

E Two lever mortice lock complete with furniture 98 2,200 215,600.00

F 38mm rubber door stop fixed with rawl bowl 49 No 100 4,900.00

G 100mm brass butt hinges 98.00 Pairs 250 24,500.00

Prepare and apply one coat of aluminium wood

primer to;

H Back of wood before fixing not exceeding 100mm girth. 555 M 50 27,750.00

J Over 200 but not exceeding 300mm girth 643 M 90 57,870.00

Prepare and apply three coats clear polyurethane

varnish to:-

K Timber general surfaces 408 M2 250 102,000.00

L Timber surface over 200 but not exceeding 300mm girth. 643 M 80 51,440.00

M Timber surface not exceeding 100mm girth 555 M 40 22,200.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


1st and Second floor

Aluminium doors







with rollers


door2 No 46,800 93,600.00

B2100x2400mm High double leaves and double swing

door1 NO 27,300 27,300.00

C1500x2400mm High double leaves and double swing

door18 19,500 351,000.00

D 900x2400 High single leaf and single swing door 6 NO 11,700 70,200.00

Glazing

E6mm Thick Georgian wired glass glazing to aluminium


2 8,500 68,000.00

F 4mm Ditto (900mmx2400mm high) 2 M2 5,700 11,400.00

Steel doors

Heavy duty section mild steel doors with one coat red

lead oxide primer complete

G

Standard mild steel louvred door; overall size 600 x 2400

mm. comprising heavy Z,T and Flat sections including all

iron mongery accessories

23 No 13,700 315,100.00

H Ditto in 1000 x 2400mm high 3 No 22,800 68,400.00

Timber doors


JSingle leaf solid core flush door overall size 900x2400




Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM



A 150x50mm thick door frame with 3 labours 38 M 600 22,800.00

B 150x50mm thick transom 37 M 600 22,200.00

C 40 x 25 mm architrave with one labour 58 M 150 8,700.00

D 25mm quadrant 58 M 150 8,700.00

Fanlight

E 4mm Thick clear sheet glass (0-0.5M2) 14 M

2 900 12,600.00

Beading

F25x10mm Thick glazing beads to bind the fanlight to the

doors15 M

2 250 3,750.00


G Hat and Coat hook 42 No 220 9,240.00

H Two lever mortice lock complete with furniture 37 2,200 81,400.00

J Three lever mortice lock complete with furniture 5 No 2,600 13,000.00

K 38mm rubber door stop fixed with rawl bowl 42 No 100 4,200.00

L 100mm brass butt hinges 63.00 Pairs 330 20,790.00


primer to;

M Back of wood before fixing not exceeding 100mm girth. 229 M 50 11,450.00

N Over 200 but not exceeding 300mm girth 109 M 90 9,810.00


varnish to:-

O Timber general surfaces 174 M2 250 43,500.00

P Timber surface over 200 but not exceeding 300mm girth. 109 M 80 8,720.00

Timber surface not exceeding 100mm girth 229 M 40 9,160.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


3rd Floor

Aluminium doors







with rollers


door26 NO 19,500 507,000.00

B 900x2400 High single leaf and single swing door 14 NO 11,700 163,800.00

Glazing

C6mm Thick Georgian wired glass glazing to aluminium


2 8,500 799,000.00

D 4mm Ditto (900mmx2400mm high) 30 M2 5,700 171,000.00

Timber doors


ESingle leaf solid core flush door overall size 900x2400



F 150x50mm thick door frame with 3 labours 140 M 600 84,000.00

G 150x50mm thick transom 20 M 600 12,000.00

H 40 x 25 mm architrave with one labour 140 M 150 21,000.00

J 25mm quadrant 140 M 150 21,000.00

Fanlight

K 4mm Thick clear sheet glass (0-0.5M2) 6 M

2 900 5,400.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Beading

A25x10mm Thick glazing beads to bind the fanlight to the

doors110 M

2 250 27,500.00


B Hat and Coat hook 25 No 220 5,500.00

C Two lever mortice lock complete with furniture 25 No 2,200 55,000.00

D 38mm rubber door stop fixed with rawl bowl 25 No 100 2,500.00

E 100mm brass butt hinges 37.50 Pairs 330 12,375.00


primer to;

F Back of wood before fixing not exceeding 100mm girth. 128 M 50 6,400.00

G Over 200 but not exceeding 300mm girth 104 M 90 9,360.00


varnish to:-

H Timber general surfaces 96 M2 250 24,000.00

J Timber surface over 200 but not exceeding 300mm girth. 104 M 80 8,320.00

K Timber surface not exceeding 100mm girth 128 M 40 5,120.00

4th-7th Floor

Aluminium doors







with rollers

K1500x2400mm High double leaves and double swing

door64 NO 9,500 608,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Glazing

A6mm Thick Georgian wired glass glazing to aluminium


2 8,500 977,500.00

Timber doors


BSingle leaf solid core flush door overall size 900x2400



C 150x50mm thick door frame with 3 labours 1020 M 600 612,000.00

D 150x50mm thick transom 156 M 600 93,600.00

E 40 x 25 mm architrave with one labour 1232 M 150 184,800.00

F 25mm quadrant 1232 M 150 184,800.00

Fanlight

G 4mm Thick clear sheet glass (0-0.5M2) 47 M

2 900 42,300.00

Beading

H25x10mm Thick glazing beads to bind the fanlight to the

doors626 M

2 250 156,500.00


J Hat and Coat hook 180 No 220 39,600.00

K Two lever mortice lock complete with furniture 180 No 2,200 396,000.00

L 38mm rubber door stop fixed with rawl bowl 244 No 100 24,400.00

M 100mm brass butt hinges 1270.00 Pairs 330 419,100.00

N 300 mm Long D shaped door handle 128 No 350 44,800.00

O 100mm High tower bolt 128 No 120 15,360.00

P Overhead door closer 64 No 350 22,400.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM



primer to;

A Back of wood before fixing not exceeding 100mm girth. 2354 M 50 117,700.00

B Over 200 but not exceeding 300mm girth 4082 M 90 367,380.00


varnish to:-

C Timber general surfaces 751 M2 250 187,750.00

D Timber surface over 200 but not exceeding 300mm girth. 4082 M 80 326,560.00

E Timber surface not exceeding 100mm girth 2354 M 40 94,160.00

8th-11th Floor

Aluminium doors







with rollers

F1500x2400mm High double leaves and double swing

door40 NO 19,500 780,000.00

Glazing

G6mm Thick Georgian wired glass glazing to aluminium


2 8,500 1,224,000.00

Timber doors


HSingle leaf solid core flush door overall size 900x2400

mm high including frame(M.S)380 No 4,500 1,710,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM



A 150x50mm thick door frame with 3 labours 2157 M 600 1,294,200.00

B 150x50mm thick transom 333 M 600 199,800.00

C 40 x 25 mm architrave with one labour 2157 M 150 323,550.00

D 25mm quadrant 2157 M 150 323,550.00

Fanlight

E 4mm Thick clear sheet glass (0-0.5M2) 105 M

2 900 94,500.00

Beading

F25x10mm Thick glazing beads to bind the fanlight to the

doors1331 M

2 250 332,750.00


G Hat and Coat hook 40 No 220 8,800.00

H Two lever mortice lock complete with furniture 380 No 2,200 836,000.00

J 38mm rubber door stop fixed with rawl bowl 420 No 100 42,000.00

K 100mm brass butt hinges 570.00 Pairs 330 188,100.00

L 300 mm Long D shaped door handle 80 No 350 28,000.00

M 100mm High tower bolt 80 No 120 9,600.00

N Overhead door closer 40 No 350 14,000.00


primer to;

O Back of wood before fixing not exceeding 100mm girth. 8626 M 50 431,300.00

P Over 200 but not exceeding 300mm girth 5035 M 90 453,150.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM



varnish to:-

A Timber general surfaces 751 M2 250 187,750.00

B Timber surface over 200 but not exceeding 300mm girth. 5035 M 80 402,800.00

C Timber surface not exceeding 100mm girth 8626 M 40 345,040.00

12th floor

Aluminium doors







with rollers

D 900x2400 High single leaf and single swing door 2 NO 11,500 23,000.00

Timber doors


E Single leaf solid core flush door overall size 900x2400 6 No 4,500 27,000.00


F 150x50mm thick door frame with 3 labours 32 M 600 19,200.00

G 150x50mm thick transom 5 M 600 3,000.00

H 40 x 25 mm architrave with one labour 34 M 150 5,100.00

J 25mm quadrant 34 M 150 5,100.00

Fanlight

K 4mm Thick clear sheet glass (0-0.5M2) 2 M

2 900 1,800.00

Beading

L 25x10mm Thick glazing beads to bind the fanlight to the 20 M2 250 5,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM



A Hat and Coat hook 40 No 220 8,800.00

B Two lever mortice lock complete with furniture 6 No 2,200 13,200.00

C 38mm rubber door stop fixed with rawl bowl 6 No 100 600.00

D 100mm brass butt hinges 8.50 Pairs 330 2,805.00

E 300 mm Long D shaped door handle 80 No 350 28,000.00

F 100mm High tower bolt 80 No 120 9,600.00

G Overhead door closer 40 No 350 14,000.00


primer to;

H Back of wood before fixing not exceeding 100mm girth. 134 M 50 6,700.00

J Over 200 but not exceeding 300mm girth 101 M 90 9,090.00


K Timber general surfaces 12 M2 250 2,940.00

Timber surface over 200 but not exceeding 300mm girth. 101 M 80 8,080.00

L

M Timber surface not exceeding 100mm girth 134 M 40 5,360.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


SECTION NO. 1

MAIN HOUSE

ELEMENT NO. 5

DOORS

COLLECTION

Page

Total Brought forward from page No. 3/34 1,826,350.00

3/35 737,040.00

3/36 1,194,000.00

3/37 290,020.00

3/38 1,896,700.00

3/39 764,075.00

3/40 4,023,160.00

3/41 4,807,550.00

3/42 4,579,300.00

3/43 1,024,790.00

3/44 109,175.00

Carried forward to summary of section No. 1 21,252,160.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


WINDOWS

Ground floor

Aluminium windows.

Supply and fix the following purpose made aluminium

casement window in heavy duty z-section complete with

lug, hinges, approved brass window stays and handles,

200mm high aluminium plate at top and with built in

permanent vents at top.

Window size 2850x1500 mm high 1 No 38,400 38,400.00



Glazing

4mm thick clear sheet glass and glazing with putty to

metal in large panes.16 M

2 1,100 17,600.00

Precast Concrete Cill

150 x 50mm precast concrete window cill bedded and

jointed in cement/ sand mortar41 M 550 22,550.00

Prime grade wrot mahogany

125 x 25mm window board with one labour 41 M 800 32,800.00

25 mm quadrant bead 41 M 200 8,200.00

Pelmet boxes in 25 x 150 mm bull-nosed top,25 x 150

mm fascia with 8 labours; complete with 19 x 50mm

cypress bearer plugged to wall; including end pieces

41 M 2,000 82,000.00

Accessories

Brass I section double curtain rail complete with

brackets, rings, rollers and all other necessary

accessories

41 M 420 17,220.00


MAIN HOUSE ELEMENT: WINDOWS3/46

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Prepare and apply three coats of two pack clear

polyurethane varnish to:-

Surface of timber pelmet boxes 100-200mm girth 164 M 70 11,508.00

Ditto in window board 41 M 70 2,870.00

Painting


primer to:-

Back of wood before fixing not exceeding 100mm girth164 M 250 41,100.00

FIRST AND SECOND FLOOR

Aluminium windows.










Glazing



2 1,100 28,600.00

Ditto; obscured glass and glazing 84 M2 1,500 126,000.00






Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM








95 M 2,000 190,000.00

Accessories



accessories

95 M 420 39,900.00





Painting


primer to:-

Back of wood before fixing not exceeding 100mm girth 190 M 250 47,500.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Third floor

Aluminium windows.






A Window size 3650x1500 mm high 10 No 49,200 492,000.00

B Window size 2850x1500 mm high 12 No 38,400 460,800.00



Glazing



2 1,100 168,300.00











122 M 2,000 244,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Accessories



accessories

122 M 420 51,240.00





Painting


primer to:-


4th-7th Floor

Aluminium windows.






Window size 3650x1500 mm high 92 No 49,200 4,526,400.00


Window size 1800x1500 mm high 16 No 24300 388,800.00





Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Glazing



2 1,100 925,100.00











775 M 2,000 1,550,000.00

Accessories



accessories

775 M 420 325,500.00





Painting


primer to:-

Back of wood before fixing not exceeding 100mm girth3404 M 250 851,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


8th-11th Floor

Aluminium windows.











Glazing



2 1,100 1,098,900.00











775 M 2,000 1,550,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Accessories



accessories

775 M 420 325,500.00





Painting


primer to:-


12th Floor

Aluminium windows.













Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM








16 M 2,000 32,000.00

Accessories


brackets, rings, rollers and all other necessary 16 M 420 6,720.00





Painting


primer to:-




Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


SECTION NO. 1

MAIN HOUSE

ELEMENT NO. 6

WINDOWS

COLLECTION

Page No Amount

Total brought Forward from page No. 3/46 720,970.00

3/47 1,734,878.00

3/48 369,880.00

3/49 2,327,300.00

3/50 9,311,180.00

3/51 4,944,980.00

3/52 14,777,850.00

3/53 5,412,290.00

3/54 58,080.00

Carried Forward to Summary of section No. 1 39,657,408.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


EXTERNAL FINISHES

GROUND FLOOR

Wall finishes

Cement and sand plaster wood floated in:-

Concrete or masonry surfaces 1167 M2 300 350,100.00

Prepare and Apply three coats of 1 st quality paint-

matt vinyl emulsion or similar and approved paint to:-

Rendered surfaces 1167 M2 250 291,750.00

1st and 2nd Floor

Wall finishes


Concrete or masonry surfaces 3155 M2 300 946,500.00




3rd Floor

Wall finishes


C Concrete or masonry surfaces 929 M2 300 278,700.00



D Rendered surfaces 929 M2 250 232,250.00


MAIN HOUSE ELEMENT: EXTERNAL FINISHES 3/56

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


4th-7th floor

Wall finishes

E Cement and sand plaster wood floated in:-

Concrete or masonry surfaces 3962 M2 300 1,188,600.00

FPrepare and Apply three coats of 1 st quality paint-



8th-11th Floors

Wall finishes


Concrete or masonry surfaces 5649 M2 300 1,694,700.00



Rendered surfaces 5649 M2 250 1,412,250.00

12th Floor

Wall finishes

15mm (minimum) two coat lime plaster, with steel

trowelled finish, as described to:-

Stone walls and concrete surfaces 600 Sm 300 180,000.00

Painting

Prepare and apply three coats of first quality paint to the

plastered surface.600 Sm 250 150,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Wall coping

300 x 50mm precast concrete coping complete with all

necessary moulds, reinforcement and finished smooth on

all exposed edges and with 2 labours

311 M 1000 311,000.00

Railing to parapet wall

600mm high stainless steel railing on top of the 900mm

high parapet walling.311 M 1,200 373,200.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


SECTION NO. 1

MAIN HOUSE

ELEMENT NO 7

EXTERNAL FINISHES

COLLECTION

Page

No Amount


3/57 5,616,050.00

3/58 684,200.00

Carried forward to summary of section No. 1 9,188,300.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


INTERNAL FINISHES.

GROUND FLOOR

Floor finishes.

Cement and sand (1:4) beds

A 20mm Thick receive granite flooring 1417 M2 230 325,910.00

B Ditto to receive marble flooring 180 M2 230 41,400.00

C Ditto to receive non-slip ceramic tiles 417 M2 230 95,910.00

Granite flooring

D Approved colour high quality granite paving as supplied

by Athi-River mining Co. Ltd or other equal and approved

fixed with approved adhesive as described:-

1417 M2 13,000 18,421,000.00

E Ditto 125mm high skirting 430 M 1,625 698,750.00

Marble flooring

F Supply and fix approved marble flooring fixed to

architect's approval.180 M

2 13,000 2,340,000.00

G Ditto in 100mm high skirting 165 M 1,300 214,500.00

Ceramic tiles

H

300 x 300 x 8mm thick non-slip ceramic floor tiles as

manufactured by "Sj Ceramics " or other equal and

approved on prepared screed with first quality adhesive

417 M2 1,500 625,500.00

J Ditto in 100mm high skirting 22 M 150 3,300.00


MAIN HOUSE ELEMENT: INTERNAL FINISHES3/60

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Wall finishes

Cement and sand (1:4) backing

A 12mm Thick screeding to receive ceramic tiles 472 M2 350 165,200.00

Ceramic tiles

B




472 M2 1,500 708,000.00



C Stone walls and concrete surfaces 2219 M2 300 665,700.00

Prepare and apply two under coats of 1st quality paint

and approved to:-

D Plastered wall and concrete surfaces 2219 M2 250 554,750.00

Ceiling finishes

Aluminium brandering

E50x50mm Square section aluminium brandering

suspended from the slab of the overlying floor.6208 M 700 4,345,600.00

Chipboard ceiling

F600x600x12mm Thick chipboard ceiling panels fixed on

50x50mm brandering1569 M

2 750 1,176,750.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


1st and Second Floor

Floor finishes.


A 20 mm thick to receive wood parquet 611 M2 230 140,530.00

B Ditto to receive granite flooring 2895 M2 230 665,850.00

C Ditto to receive marble flooring 996 M2 230 229,080.00

D Ditto to receive non-slip ceramic tiles 319 M2 230 73,370.00

Wood parquet

E

20mm Thick parquet wood flooring; joined in approved

adhesive and laid in a regular pattern on a cement sand

backing

611 M2 1,500 916,500.00

Granite flooring

FApproved colour high quality granite paving as supplied



2895 M2 13,000 37,635,000.00

G Ditto 125mm high skirting 720 M 1,625 1,170,000.00

Marble flooring

HSupply and fix approved marble flooring fixed to


2 13,000 12,948,000.00

J Ditto in 100mm high skirting 497 M 1,300 646,100.00

Ceramic tiles

K




319 M2 1,500 478,500.00

L Ditto in 100mm high skirting 303 M 150 45,450.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Wall finishes



Ceramic tiles

B




743 M2 1,500 1,114,500.00




Prepare and apply two under coats of 1st quality

paint and approved to:-

D Plastered wall and concrete surfaces 1950 M2 250 487,500.00

Ceiling finishes


E50x50 mm square section aluminium brandering


Chipboard ceiling

F600x600x12mm Thick chipboard ceiling panels fixed on


2 750 3,167,250.00

Cornices

G 75x50mm softwood cornice 81 m 450 36,450.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM



Prepare and apply three coats clear polyurethane varnish

to:-

A Cornices, girth not exceeding 100mm 81 m 65 5,265.00

THIRD FLOOR

Floor finishes.


B 20 mm thick to receive wood parquet 611 M2 230 140,530.00

C Ditto to receive granite flooring 667 M2 230 153,410.00

D Ditto to receive marble flooring 253 M2 230 58,190.00

E Ditto to receive non-slip ceramic tiles 213 M2 230 48,990.00

Wood parquet

F



backing

611 M2 1,500 916,500.00

Granite flooring

G Approved colour high quality granite paving as supplied



667 M2 13,000 8,671,000.00

H Ditto 125mm high skirting 184 M2 1,625 299,568.75



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Marble flooring

A Supply and fix approved marble flooring fixed to


2 13,000 3,289,000.00

B Ditto in 100mm high skirting 182 1,300 236,730.00

Ceramic tiles

C




213 1,500 319,500.00

Skirting

D 20 x 125mm high polished cypress skirting with 3 coats

of clear varnish 335 M 200 66,950.00

Wall finishes


E 12mm Thick screeding to receive ceramic tiles 472 M2 350 165,200.00

Ceramic tiles

F




472 M2 1,500 708,000.00



G Stone walls and concrete surfaces 1141 M2 300 342,300.00

H Plastered wall and concrete surfaces 1380 M2 300 414,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Ceiling finishes


A 50x50 mm square section aluminium brandering

suspended from the slab of the overlying floor.5,355 M 700 3,748,500.00

Chipboard ceiling

B600x600x12mm Thick chipboard ceiling panels fixed on

50x50mm brandering1,656 M

2 750 1,242,000.00

Cornices

C 75x50mm softwood cornice 1,481 M 450 666,450.00


Prepare and apply three coats clear polyurethane varnish

to:-

D Cornices, girth not exceeding 100mm 1,481 M 65 96,265.00

4th-7th FLOORS

Floor finishes.


E 20 mm thick to receive non slip ceramic tiles 1589 M2 230 365,470.00

F Ditto to receive granite flooring 1463 M2 230 336,490.00

G Ditto to receive eurocon ceramic tiles 4488 M2 230 1,032,240.00

Non Slip ceramic tiles

H




1589 M2 1,500 2,383,500.00

J Ditto in 100mm high skirting 188 m 150 28,200.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Granite flooring

AApproved colour high quality granite paving as supplied



1463 M2 13,000 19,019,000.00

B Ditto in 100mm high skirting 57 1,300 74,100.00

Eurocon tiles

C

300 x 300 x 8mm thick eurocon floor tiles as

manufactured by "Pluto " or other equal and approved on

prepared screed.

4488 M2 1,700 7,629,600.00

D Ditto in 100mm high skirting 1200 170 204,000.00

Wall finishes


E 12mm Thick screeding to receive ceramic tiles 1875 M2 350 656,250.00

Ceramic tiles

F




1875 M2 1,500 2,812,500.00



G Stone walls and concrete surfaces 3732 M2 300 1,119,600.00

Prepare and Apply three coats of 1 st quality paint-matt

vinyl emulsion or similar and approved paint to:-

H Rendered surfaces 3732 M2 250 933,000.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


CEILING FINISHES


A50x50 mm square section aluminium brandering


Chipboard ceiling



2 750 5,368,500.00

Prime grade wrot cypress timber selected and kept clean

C 100 x 25 cornice with two labours 6,403 M 450 2,881,350.00

8th-11th FLOORS

Floor finishes.


D 20 mm thick to receive wood parquet 3235 M2 230 744,050.00

E Ditto to receive granite flooring 1915 M2 230 440,450.00

F Ditto to receive non-slip ceramic tiles 1639 M2 230 376,970.00

Wood parquet

G



backing

3235 M2 1,500 4,852,500.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Granite flooring

AApproved colour high quality granite paving as supplied



1915 M2 13,000 24,895,000.00

Ceramic tiles

B




1639 M2 1,500 2,458,500.00

Skirting

C20 x 125mm high polished cypress skirting with 3 coats

of clear varnish 3393 M 200 678,600.00

Wall finishes


D 12mm Thick screeding to receive ceramic tiles 1364 M2 350 477,400.00

Ceramic tiles

E




1364 M2 1,500 2,046,000.00



F Stone walls and concrete surfaces 5406 M2 300 1,621,800.00

Ceiling finishes


G50x50 mm square section aluminium brandering




Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Chipboard ceiling

A600x600x12mm Thick chipboard ceiling panels fixed on


2 750 5,596,500.00

Prime grade wrot cypress timber selected and kept clean

B 100 x 25 cornice with two labours 6,403 M 65 416,195.00

12th FLOOR

Floor finishes

Water proofing

C

Prepare and apply 50 mm thick waterproofing cement

and sand mix 1:4 screed to falls including finish to all

outlets, 4mm thick water proofing membrane laid on roof

slab in accordance with manufacturer's instructions; and

30mm thick interlocking quarry tiles laid to falls on

cement sand backing.

1168 sm 2,100 2,452,800.00


D 20mm Thick receive granite flooring 101 M2 230 23,230.00

E Ditto to receive non-slip ceramic tiles 28 M2 230 6,440.00

Granite flooring

FApproved colour high quality granite paving as supplied



101 M2 13,000 1,313,000.00

Ceramic tiles

G




28 M2 1,500 42,000.00

Skirting

H20 x 100mm high quarry tiles skirting to the edges of

roof.376 M 150 56,400.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


WALL FINISHES



Ceramic tiles

B




61 M2 1,500 91,500.00




D Soffits of underside of suspended slab 211 300 63,300.00

Painting and Decoration

Prepare and apply three coats of emulsion pain as

"CROWN" or equal and approved according to the

Architect's instructions.

E Stone walls and concrete surfaces 403 sm 250 100,750.00

FGeneral surface of the soffits of underside of suspended

slab211 sm 250 52,750.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Ceiling finishes


A50x50 mm square section aluminium brandering

suspended from the slab of the overlying floor.374 M 700 261,800.00

Chipboard ceiling



2 750 15,000.00

Prime grade wrot cypress timber selected and kept

clean

C 100 x 25 cornice with two labours 94 M 65 6,110.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


SECTION NO.1

MAIN HOUSE

ELEMENT NO. 8

INTERNAL FINISHES

COLLECTION

Page

NoAmount

Total Brought Forward from page No. 3/60 22,766,270.00

3/61 54,948,380.00

3/62 12,878,950.00

3/63 10,293,453.75

3/64 5,541,680.00

3/64 32,448,050.00

3/65 30,866,720.00

3/67 51,870,400.00

3/68 9,906,565.00

3/69 450,550.00

3/70 282,910.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


STAIRCASE

Basement 1

Ballustrading and railing

A

50mm Diameter uprights at 500mm c/c having

80x30x4mm plate welded at the bottom and fixed to

concrete tread; 25x3mm mild steel flat to receive timber

hand-rail welded to the top of ballusters, 2 No. middle

rails each in 25x3mm mild steel flat and infilled with and

including 12mm diameter bar upstands; spaced at

150mm c/c including welding and grinding welds smooth

to architect's approval; overall height of ballusters is

1100mm.

11 M 5,000 55,000.00

Plastering

12mm (minimum) Two coat lime plaster, with steel


B Sloping soffits of staircase 11 M2 300 3,300.00

C Soffites of landing 7 M2 300 2,100.00

D Strings of the staircase 4 M2 300 1,200.00

E Risers of the staircase 8 M2 300 2,400.00

F Sides of staircase landing 2 M2 300 600.00

Ceramic tiles

300x 300 x8mm thick ceramic tiles laid on pre-prepared

screed bed and fixed and jointing with including

in:appropriate adhesive in :-

G Landing 6 M2 1,900 11,400.00

H 175mm high risers 43 M 340 14,620.00

J 250mm wide treads 48 M 475 22,800.00

K 100mm high staircase skirting 8 M 190 1,520.00


MAIN HOUSE ELEMENT: STAIRCASE FINISHES3/74

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


Basement 2


A









1100mm.

11 M 5,000 55,000.00

Plastering







F Sides of staircase landing 2 M2 300 600.00

Ceramic tiles




G Landing 6 M2 1,900 11,400.00

H 175mm high risers 43 M 340 14,620.00

J 250mm wide treads 48 M 475 22,800.00




Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


GROUND FLOOR


A









1100mm.

40 M 5,000 200,000.00

Plastering







F Sides of staircase landing 6 M2 300 1,800.00

Ceramic tiles




G Landing 23 M2 1,900 43,700.00

H 175mm high risers 158 M 340 53,720.00

J 250mm wide treads 173 M 475 82,175.00




Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


FIRST AND SECOND FLOORS


A









1100mm.

80 M 5,000 400,000.00

Plastering






Ceramic tiles




E Landing 45 M2 1,900 85,500.00

F 175mm high risers 285 M 340 96,900.00

G 290mm wide treads 255 M 550 140,250.00

H 100mm high staircase skirting 49 M 190 9,310.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


THIRD FLOOR


A









1100mm.

24 M 5,000 120,000.00

Plastering






E Risers of the staircase 2 M2 300 600.00

F Sides of staircase landing 4 M2 300 1,200.00

Ceramic tiles




G Landing 14 M2 1,900 26,600.00

H 175mm high risers 86 M 340 29,240.00

J 290mm wide treads 77 M 550 42,350.00




Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


4th-7th Floors


A









1100mm.

32 M 5,000 160,000.00

Plastering







F Sides of landing 5 M2 300 1,500.00

Ceramic tiles




G Landing 18 M2 1,900 34,200.00

H 175mm high risers 114 M 340 38,760.00

J 290mm wide treads 102 M 550 56,100.00




Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


8th-11th Floors


A









1100mm.

32 M 5,000 160,000.00

Plastering







Ceramic tiles




F Landing 18 M2 1,900 34,200.00

G 175mm high risers 114 M 340 38,760.00

H 290mm wide treads 102 M 550 56,100.00

J 100mm high staircase skirting 20 M 190 3,800.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


SECTION NO.1

MAIN HOUSE

ELEMENT NO. 9

STAIRCASES

COLLECTION

Page

NoAmount

Total Brought Forward from page No. 3/72 114,940.00

3/73 114,940.00

3/74 418,405.00

3/75 782,660.00

3/76 238,140.00

3/77 320,760.00

3/78 319,260.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


FITTINGS

Plain concrete 1:3:6 class 15

A 150mm thick plinths 60 M2 1,350 81,648.00

Sawn cypress

B Formwork to edges of plinths 75 - 150mm high 60 M 100 6,048.00

Reinforced concrete class 20

C

75 mm thick vanity tops reinforced with BRC A142 and

including formwork, screed and approved ceramic tiles

to top and edges(MS); complete

60 M2 2,200 133,056.00

D

Extra over ditto for sink hole size 1000 x 500mm

including necessary formwork48 No 200 9,600.00

E

300 x300 x 8mm non slip ceramic tiles finishing to work

top fixed with an approved adhesive to top60 M

2 1,500 90,720.00

WARDROBE

The following fixtures in 18mm thick MDF boards

shelves,divisions,doors etc; complete with drawers,

60x30mm cypress framing, bearers and brass

ironmongery and paint/varnish work; complete.

F Wardrobe size 2100 x 600 x 2550mm high 48 No 45,000 2,160,000.00

KITCHEN CUPBOARDS

The following fixtures in 18mm thick MDF boards

shelves,divisions,doors etc; complete with drawers,

60x30mm cypress framing, bearers and brass

ironmongery and paint/varnish work; complete.

G High level kitchen cupboard size 7050 x 300 x 900mm

high; shelves spaced at 300 mm centers43 No 90,000 3,870,000.00

H Low level kitchen cupboard size 7050x600x900mm high

including 4 No. drawers and runners.27 No 150,000 4,050,000.00

J Low level kitchen cupboard size 18150x600x900mm high

including 4 No. drawers and runners.2 No 386,050 772,100.00


MAIN HOUSE ELEMENT: FITTINGS3/82

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


A High level kitchen cupboard size 18150x600x900mm

high including 4 No. drawers and runners.2 No 231,600 463,200.00

B Low level kitchen cupboard size 5130x600x900mm high


C High level kitchen cupboard size 5130x600x900mm high


D Low level kitchen cupboard size 12200x600x900mm high


E High level kitchen cupboard size 7200x600x900mm high


F Low level kitchen cupboard size 11800x600x900mm high


G Low level kitchen cupboard size 9300x600x900mm high


MIRRORS

H

6mm thick float glass mirror; 600 x 600mm high; fixed

with screws and chromium plated domical cover;

including foam backing

48 No 950 45,600.00



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM


SECTION NO. 1

MAIN HOUSE

ELEMENT NO. 10

FIXTURES AND FITTINGS

COLLECTION

Page

No.Amount

Total brought forward from Page No. 3/80 11,173,172.00

3/81 2,458,290.00

carried forward to summary of section No. 1 13,631,462.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


MAIN HOUSE

SECTION SUMMARY-MAIN HOUSE

Bill

No.Page No Amount

1 SUBSTRUCTURES 3/4 52,645,970.00

2 REINFORCED CONCRETE 3/21 362,572,320.00

3 WALLING 3/29 55,034,840.00

4 ROOFING 3/33 1,867,030.00

5 DOORS 3/45 21,252,160.00

6 WINDOWS 3/55 39,657,408.00

7 EXTERNAL FINISHES 3/59 9,188,300.00

8 INTERNAL FINISHES 3/71 232,253,928.75

9 STAIRCASE 3/79 2,309,105.00

10 FIXTURES AND FITTINGS 3/82 13,631,462.00

CARRIED TO SECTION SUMMARY 790,412,523.75

MAIN HOUSE SUMMARY3/85

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


A1

Item Description Qty Unit Rates (Kshs.) Costs

(Kshs.)

A1.01

Water Closet suite

Duravit D-code btw pan with horizontal outlet

cat. no. 2111090000, c/w cistern and fittings with

total install dual flush , 6/4 litres, push button cat

no 0927100004, seat and cover cat no.

0067390000 with stainless steel bottom fix

hinges and seat ring with stainless steel top fix

hinges. WC P trap outlet connector, angle

valves and 100mm diameter WC connectors.

282 No 27,980.00 7,890,360.00

A1.02Toilet roll holder: Duravit D-Code toilet roll

holder cat no. 0099021000 282 No 2,800.00 789,600.00

A1.03Toilet brush Holder: Duravit D-Code toilet

brush cat no. 0099031000282 No 2,800.00 789,600.00

A1.04

Wash hand basin: Counter Top 550mm Wash

hand basin as Duravit D-Code cat. no.

0338490000, Brassware as hansgrohe Focus E

single lever basin mixer cat no. 31700-000,

chrome plated complete with pop up waste,

1¼mm chrome plated waste fittings, chrome

plated bottle trap 1¼” P trap and the angle

valves.

330 No 2,000.00 660,000.00

A1.05

Wash hand basin: Wash hand basin as

Duravit D-Code 55 cat. no. 2310550-000.

Brassware as hansgrohe Focus E single lever

basin mixer cat no. 31700-000, chrome plated

complete with pop up waste, 1¼mm chrome

plated waste fittings, chrome plated bottle trap

1¼” P trap and the angle valves.

330 No 3,500.00 1,155,000.00

Supply &Fix only the following sanitary fittings including all materials and jointings to supply, waste and

overflow pipe fittings

MECHANICAL INSTALLATIONS

MECHANICAL WORKS 3/86

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



(Kshs.)

A1.06

Mirror: 900x600mm silver plated plain glass

mirror with bevelled edges and fixed with

chrome plated screws and dome shaped cover.

330 No 2,300.00 759,000.00

A1.07Tooth brush holders

Duravit tooth brush holder.80 No 2,800.00 224,000.00

A1.08Towel rail

Duravit D -Code cat no. 0099081000 towel rail12 No 2,400.00 28,800.00

A1.09Towel ring

Duravit D -Code cat no 0099061000 towel ring12 No 1,900.00 22,800.00

A1.10

Instant Water heater: Kitchen undersink

instantaneous heater of capacity 10litres and

rating 3kw complete with adjustable thermostat,

40'C temperature lock,standard spout and valve,

taps, mixer,and any other necessary

accessories as Heatrae sadia streamline

95:010:187

40 No 22,000.00 880,000.00

A1.11

Kitchen Sink: Double bowl Double drainer

countertop Stainless Steel kitchen sink c/w

chrome plated 1½” chrome plated bottle trap,

40mm chrome plated chain waste

fitting(unslotted) cat. No WF 4343 CP and

swivel pillar type kitchen sink mixer as Stella

3366ST/041/10ST tap and all the other

accessories.

40 No 21,200.00 848,000.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



(Kshs.)

A1.12

Bath-tub: Corner Bath-tub: Bathtub as Duravit

D-Code 1400 x1400mm bathtub cat no.700137

with two tapholes, grips, front panel, end

panels, chrome plated combined pop up waste

and overflow fittings, general purpose tubular

trap. Steel angle cradles with adjustable feets.

hansgrohe Single level bath shower mixer for

expoxed fittings as Focus s cat no. 31742-000

with Croma Variojet hand shower cat no 27754

- No 38,000.00 -

A1.13

Bath-tub: Bathtub as Duravit D-Code 1700

x700mm bathtub cat no.700097 with two

tapholes, grips, front panel, end panels, chrome

plated combined pop up waste and overflow

fittings, general purpose tubular trap. Steel angle

cradles with adjustable feets. hansgrohe Single

level bath shower mixer for expoxed fittings

asFocus s cat no. 31742-000 with Croma

Variojet hand shower cat no 28513-000.

- No 41,000.00 -

A1.14

Shower fittings; Croma 100 range overhead

shower cat no. 27443-000, shower arm cat no

27411-000 with focus E bath spout cat no.

32410-000

52 No 15,000.00 780,000.00

A1.15

Shower tray

Concealed Shower tray as Duravit D-Code tray

900x900mm c/w 40mm b.s.p waste and trap cat

no. 720062

4 No 5,800.00 23,200.00

A1.16

Shower tray: Concealed trapezoid Shower tray

as Duravit D-Code tray 900x900mm c/w 40mm

b.s.p waste and trap cat no. 720069

48 No 6,500.00 312,000.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



(Kshs.)

A1.17 Soap dish: Duravit D -Code soap dish. 52 No 2,700.00 140,400.00

A1.18 Splash c/w wall mounted Bip taps 52 No 1,900.00 98,800.00

A1.19

Dhobi Sink: Twyford dhobi sink as Terrazzo

560x425x255 c/w Chrome plated Bip Taps,

40mm Chrome plated waste fittings and 40mm

Chrome plated bottle, and Built in brackets.

32 No 7,500.00 240,000.00

A1.20

Sub Total For Supply & Fix only of

Sanitaryware & Fittings c/f to price collection

page

15,641,560.00

A2

A2.01 15mm waterpipes 240 lm 90.00 21,600.00

A2.02 20mm ditto 7,440 lm 100.00 744,000.00

A2.03 25mm ditto 4,800 lm 210.00 1,008,000.00

A2.04 15mm bends and elbows 480 No 30.00 14,400.00

Internal Plumbing -Supply and install

Supply, deliver and fix the following in PPR-C (Polypropylene Random Copolymer) internal water

pipework systems with fittings fixed and welding to be in accordance to the manufacturer’s printed

instructions as described. All PPR-C bends,Tees,reducing Tees,reducers etc. are to be formed in

accordance to the manufacturer’s printed instructions. The installations to have the various sizes of

connectors, adaptors, sockets, reducers holdbats, clips etc. as required for satisfactory functions.


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



(Kshs.)

A2.05 20mm ditto 1,680 No 40.00 67,200.00

A2.06 25mm ditto 480 No 50.00 24,000.00

A2.07 32mm ditto 80 No 55.00 4,400.00

A2.08 25mm Tee 360 No 40.00 14,400.00

A2.09 20mm ditto 720 No 30.00 21,600.00

A2.10 15mm ditto - No - -

A2.11 25x20mm Reducer 480 No 20.00 9,600.00

A2.12 25x15mm ditto 480 No 20.00 9,600.00

A2.13 20x15mm ditto 480 No 20.00 9,600.00

A2.14 20mm non-return valve as Pegler 120 No 1,500.00 180,000.00

A2.15 25mm gate valve as Pegler 360 No 2,000.00 720,000.00

A2.16 20mm ditto 360 No 1,100.00 396,000.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



(Kshs.)

A2.17 15mm ditto 360 No 1,200.00 432,000.00

A2.18 25mm pipe union 1,200 No 310.00 372,000.00

A2.19 20mm ditto 1,860 No 200.00 372,000.00

A2.20 15mm ditto 60 No 90.00 5,400.00

A2.21 20mm ball valve 120 No 2,000.00 240,000.00

A2.2215mm diameter 300mm long flexible connectors

complete with chrome plated stop cork480 No 300.00 144,000.00

A2.2320mm diameter 300mm long flexible connectors

complete with chrome plated stop cork240 No 300.00 72,000.00

A2.2415mm long screw thread nipple complete with

2No. Back nut120 No 60.00 7,200.00


2No. Back nut120 No 80.00 9,600.00


2No. Back nut120 No 100.00 12,000.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



(Kshs.)

A2.27 30000litre “SINTEX” water storage tank on roof 24 No. 60,000.00 1,440,000.00

A2.28

Water storage tank-for sentry 2No.

217gal PVC water storage tank dimensions

930mm diameter x 1750mm high with a cover

complete with all necessary backnuts, etc for

satisfactory functioning of the system.

2 No 12,500.00 25,000.00

A2.29 20mm check water meter 120 No 3,500.00 420,000.00

A3.30 Testing and commissioning 1 item 50,000.00 50,000.00

A2.31Sub - total for internal plumbing c/f to price

collection page6,845,600.00

A3

A3.01 200mm heavy duty golden brown pipes 1,000 LM 800.00 800,000.00

A3.02 100mm heavy duty golden brown pipes 600 LM 450.00 270,000.00

Supply, deliver and fix the following in UPVC soil and waste systems to BS 4514 and 5225 with fittings

fixed in accordance to the manufacturer’s printed instructions and BS 5572 and manufactured by “KEY

TERRAIN” as described. All UPVC branches,Tees,reducing Tees,reducers etc. are to be formed in

accordance to the manufacturer’s printed instruction. The installations to have the various sizes of

connectors, adaptors,sockets,reducers holdbats, clips etc. as required for satisfactory functions.

Drainage works-Supply and install


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



(Kshs.)

A3.03 100mm heavy duty grey pipes 1,260 LM 450.00 567,000.00

A3.04 50mm heavy duty waste pipes 340 No. 280.00 95,200.00

A3.05 40mm ditto 360 No. 180.00 64,800.00

A3.06 32mm ditto 160 No. 100.00 16,000.00

A3.07 100mm Access bend 160 No. 400.00 64,000.00

A3.08 100mm Sweep bend 160 No. 300.00 48,000.00

A3.09 50mm ditto 40 No. 300.00 12,000.00

A3.10 40mm ditto 40 No. 400.00 16,000.00

A3.11 32mm ditto 40 No. 450.00 18,000.00

A3.12 100mm single Upvc Tee 50 No. 500.00 25,000.00

A3.13 50mm ditto 80 No. 200.00 16,000.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



(Kshs.)

A3.14 40mm ditto 60 No. 300.00 18,000.00

A3.15 32mm ditto 50 No. 285.00 14,250.00

A3.16 50mm inspection plug 80 No. 400.00 32,000.00

A3.17 40mm ditto 360 No. 70.00 25,200.00

A3.18 32mm ditto 120 No. 75.00 9,000.00

A3.19100mm diameter Vent cowl and Weathering

slate to suite 100mm pvc pipe160 No. 1,200.00 192,000.00

A3.20 100 x 50 x 40 mm 4 way floor trap 360 No. 1,000.00 360,000.00

A3.21200mm diameter gulley trap c/w chamber and

mild steel grating180 No. 500.00 90,000.00

A3.22

Allow for excavation for external drainage and

not exceeding 1500mm deep and connection to

the sewer line

1,800 Lm 300.00 540,000.00

A3.23 32x50mm reducer 80 No. 50.00 4,000.00

A3.24 40x50mm ditto 80 No. 40.00 3,200.00


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



(Kshs.)

A3.25 40x32mm ditto 63 No. 40.00 2,520.00

A3.26 32x100mm boss connector 63 No. 100.00 6,300.00

A3.27 40x100mm ditto 160 No. 150.00 24,000.00

A3.28 50x100mm ditto 80 No. 150.00 12,000.00

A3.29 Testing and commisioning 1 item 50,000.00 50,000.00

A3.30Sub Total For internal drainage c/f to price

collection page3,394,470.00

A1 Sanitary - Supply &Fix only 15,641,560.00

A2 Internal Plumbing - Supply & Instal 6,845,600.00

A3 Drainage - Supply & Instal 3,394,470.00

A4 Contingency Sum 2,500,000.00

A5 28,381,630.00

Price Collection Page

Total


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


Item Description Qnty Unit Rate Amount

BASEMENT 1&2 (2No. Parking Space Floors)

Distribution

A

Supply and installation of TP&N MCCB 200A as Merlin OR

equally approved to fitted in the existing LV power board to

supply the mixed use development

1 No. 18,474.25 18,474.25

B Supply and Install Sub-main cable 4 x16mm sq single core

PVC insulated copper cables and 1 x 16mm sq E.C.C

400 LM 3,979.69 1,591,876.00

C

Supply and Install 12 ways TP & N DB flush mounted

complete with 125A intergral switch as supply for basement 1

and 2

1 No. 21,385.00 21,385.00

D Supply and Install 10A,32A & 50A SP

MCB as approved or equivalent;

a)10A 9 No. 1,029.00 9,261.00 b)32A 14 No. 1,092.00 15,288.00 c)50A 6 No. 1,128.00 6,768.00

E Earthing points 8 No. 5,000.00 40,000.00

F Metal trunking 64 Lm 2,200 140,800.00

Lighting and Power

G Lighting points c/w switches comprising of 3 x 1.5mm sq single core 268 No. 1,000 268,000.00

cables drawn in concealed 20mm PVC HG conduitsH Power points comprising of 3x2.5mm² single core cables drawn in 42 No. 2,500 105,000.00

20mm² PVC HG conduits

I Lighting fittings type A2 242 No. 1,750 423,500.00

J Supply and Install the following switches

a. 1 Gang 1 Way 10 No. 309.00 3,090.00

b. 1 Gang 2 Way 16 No. 360.00 5,760.00

To Summary Kshs. 2,649,202.25

Page EW/1

ELECTRICAL WORKS-MIXED USE DEVELOPMENT

INTERNAL WORKS

ELECTRICAL WORKS 3/96

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



GROUND FLOOR

Distribution

A Supply and Install Sub-main cable 4 x16mm sq single core


50 Lm 3,979.69 198,984.50

BSupply and Install 6 ways TP & N DB flush mounted complete

with 100A intergral switch 1 No. 15,170.00 15,170.00

C

Supply and Install 8 ways TP & N DB flush mounted complete

with 125 intergral switch as supply for bank personal banking

sector

1 No. 16,035.00 16,035.00

DSupply and Install 15 ways consumer unit mounted complete

with 100A intergral switch3 No. 4,680.00 14,040.00

ESupply and Install 6 ways consumer unit mounted complete

with 100A intergral switch6 No. 3,190.00 19,140.00

F Metal trunking 64 Lm 2,200 140,800.00

G Supply and Install 5A,10A, 32A & 50A SP


a)5A 36 No. 980.00 35,280.00

b)10A 16 No. 1,029.00 16,464.00

c)32A 33 No. 1,092.00 36,036.00

d)50A 12 No. 1,128.00 13,536.00

Lighting and Power

H Lighting points c/w switches comprising of 3 x 1.5mm sq single core 356 No. 1,000 356,000.00 cables drawn in concealed 20mm PVC HG conduits

I Power points comprising of 3x2.5mm² single core cables drawn in 164 No. 2,500 410,000.00


J Data Points 60 No. 800 48,000.00

K Telephone points 30 No. 800 24,000.00

L Lighting fittings

Type A2 70 No. 1,750.00 122,500.00

Type C1 22 No. 1,700.00 37,400.00

Type R1 53 No. 2,800.00 148,400.00

Type R2 144 No. 4,000.00 576,000.00

M Supply and Install the following switches

a. 1 Gang 1 Way 27 No. 309.00 8,343.00

b. 1 Gang 2 Way 40 No. 360.00 14,400.00

To Collection Kshs. 1,343,485.50

Page EW/2


INTERNAL WORKS


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



FIRST FLOOR

Distribution



50 Lm 3,979.69 198,984.50



CSupply and Install 9 ways TP & N DB flush mounted complete

with 125 intergral switch 1 No. 16,045.00 16,045.00

DSupply and Install the following consumer units flush mounted;

6 ways consumer units 100A 4 No. 3,190.00 12,760.00


E Metal trunking 64 Lm 2,200 140,800.00

F Supply and Install 5A,10A, 32A & 50A SP


a)5A 45 No. 980.00 44,100.00

b)10A 16 No. 1,029.00 16,464.00

c)32A 35 No. 1,092.00 38,220.00

d)50A 10 No. 1,128.00 11,280.00

Lighting and Power

G Lighting points c/w switches comprising of 3 x 1.5mm sq single core 232 No. 1,000.00 232,000.00

cables drawn in concealed 20mm PVC HG conduits

H Power points comprising of 3x2.5mm² single core cables drawn in 164 No. 2,500.00 410,000.00


I Data Points 60 No. 800.00 48,000.00

J Telephone points 30 No. 800.00 24,000.00

K Lighting fittings

Type A2 69 No. 1,750.00 120,750.00

Type C1 15 No. 1,700.00 25,500.00

Type R1 60 No. 2,800.00 168,000.00

Type R2 88 No. 4,000.00 352,000.00

L Supply and Install the following switches

a. 1 Gang 1 Way 28 No. 309.00 8,652.00

b. 1 Gang 2 Way 136 No. 360.00 48,960.00


Page EW/3

INTERNAL WORKS



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



SECOND FLOOR

Distribution



50 Lm 3,979.69 198,984.50


with 100A intergral 1 No. 15,170.00 15,170.00









a)5A 45 No. 980.00 44,100.00

b)10A 16 No. 1,029.00 16,464.00

c)32A 35 No. 1,092.00 38,220.00

d)50A 10 No. 1,128.00 11,280.00

Lighting and Power





I Data Points 60 No. 800.00 48,000.00


K Lighting fittings

Type A2 64 No. 1,750.00 112,000.00

Type C1 20 No. 1,700.00 34,000.00

Type R1 60 No. 2,800.00 168,000.00

Type R2 88 No. 4,000.00 352,000.00


a. 1 Gang 1 Way 28 No. 309.00 8,652.00 b. 1 Gang 2 Way 136 No. 360.00 48,960.00


Page EW/4


INTERNAL WORKS


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



THIRD FLOOR

Distribution



50 Lm 3,979.69 198,984.50











a)5A 50 No. 980.00 49,000.00

b)10A 16 No. 1,029.00 16,464.00

c)32A 40 No. 1,092.00 43,680.00

d)50A 30 No. 1,128.00 33,840.00

Lighting and Power


cables drawn in concealed 20mm PVC HG conduitsH Power points comprising of 3x2.5mm² single core cables drawn in 136 No. 2,500.00 340,000.00

20mm² PVC HG conduitsI Data Points 60 No. 800.00 48,000.00


K Lighting fittings

Type A2 30 No. 1,750.00 52,500.00

Type C1 15 No. 1,700.00 25,500.00

Type R1 60 No. 2,800.00 168,000.00

Type R2 226 No. 4,000.00 904,000.00


a. 1 Gang 1 Way 28 No. 309.00 8,652.00

b. 1 Gang 2 Way 136 No. 360.00 48,960.00


Page EW/5


INTERNAL WORKS


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



OFFICE FLOORS (4No.) 4th-7th Floors

Distribution

A Supply and Install Sub-main cable 4 x16mm sq single core 200 Lm 3,979.69 795,938.00




with 125A intergral switch 0 No. 16,045.00


6 ways consumer units 100A 0 No. 3,190.00





a)5A 200 No. 980.00 196,000.00

b)10A 64 No. 1,029.00 65,856.00

c)32A 160 No. 1,092.00 174,720.00

d)50A 45 No. 1,128.00 50,760.00

Lighting and Power

G Lighting points c/w switches comprising of 3 x 1.5mm sq single core 1944 No. 1,000.00 1,944,000.00


H Power points comprising of 3x2.5mm² single core cables drawn in 416 No. 2,500.00 1,040,000.00


I Data Points 240 No. 800.00 192,000.00


K Lighting fittings

Type A2 32 No. 1,750.00 56,000.00

Type C1 80 No. 1,700.00 136,000.00

Type R1 390 No. 2,800.00 1,092,000.00

Type R2 1088 No. 4,000.00 4,352,000.00


a. 1 Gang 1 Way 160 No. 309.00 49,440.00

b. 1 Gang 2 Way 200 No. 360.00 72,000.00


Page EW/6


INTERNAL WORKS


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



RESIDENTIAL FLOORS (4No.) 8th-11th Floors

Distribution



200 Lm 3,979.69 795,938.00











a)5A 200 No. 980.00 196,000.00

b)10A 70 No. 1,029.00 72,030.00

c)32A 160 No. 1,092.00 174,720.00

d)50A 50 No. 1,128.00 56,400.00

Lighting and Power

G Lighting points c/w switches comprising of 3 x 1.5mm sq single core 1440 No. 1,000.00 1,440,000.00


H Power points comprising of 3x2.5mm² single core cables drawn in 672 No. 2,500.00 1,680,000.00


I Data Points 192 No. 800.00 153,600.00


K Lighting fittings

Type A3 32 No. 1,750.00 56,000.00

Type C1 80 No. 1,700.00 136,000.00

Type B 128 No. 1,700.00 217,600.00

Type E 416 No. 4,000.00 1,664,000.00

Type D 272 No. 4,500.00 1,224,000.00


a. 1 Gang 1 Way 288 No. 309.00 88,992.00

b. 1 Gang 2 Way 224 No. 360.00 80,640.00


Page EW/7


INTERNAL WORKS


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011



SENTRY 2No., PERIMETER, GATE AND OTHER EXTERNAL

LIGHTS

Distribution



300 Lm 3,979.69 1,193,907.00

B Supply and Install 6 ways TP & N DB flush mounted complete

with 100A intergral switch (TURRET NEAR MAIN ENTRANCE)

1 No. 15,170.00 15,170.00





15 ways consumer units 100A 0 No. 4,680.00




a)5A 4 No. 980.00 3,920.00

b)10A 6 No. 1,029.00 6,174.00

c)32A 2 No. 1,092.00 2,184.00

d)50A 1 No. 1,128.00 1,128.00

Lighting and Power




20mm² PVC HG conduits (Sentry 2No.)

I Data Points (Sentry 2No.) 2 No. 800.00 1,600.00

J Telephone points (Sentry 2No.) 2 No. 800.00 1,600.00

K Lighting fittings

Type A2 3 No. 1,750.00 5,250.00

Type C1 6 No. 1,700.00 10,200.00

Type R1 6 No. 2,800.00 16,800.00

Type S 35 No. 8,500.00 297,500.00

Type T 4 No. 9,500.00 38,000.00

Type Z 18 No. 9,000.00 162,000.00


a. 1 Gang 1 Way 4 No. 309.00 1,236.00

b. 1 Gang 2 Way 0 No. 360.00

M Inspection and Testing (For all electrical works) 1 No. 100,000.00 100,000.00


Page EW/8


INTERNAL WORKS


Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


SUMMARY

A BASEMENT 1&2 Page EW/1 2,649,202.25

B GROUND FLOOR Page EW/2 1,343,485.50

C FIRST FLOOR Page EW/3 1,945,725.50

D SECOND FLOOR Page EW/4 2,054,295.50

E THIRD FLOOR Page EW/5 2,572,340.50

F OFFICE FLOORS (4No.) Page EW/6 10,955,314.00

G RESIDENTIAL FLOORS (4No.) Page EW/7 8,844,840.00

H EXTERNAL AREAS Page EW/8 1,977,769.00

TOTAL 32,342,972.25

INTERNAL WORKS



Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


ITEM

NoDESCRIPTION QTY RATE AMOUNT

PRIME COST AND PROVISIONAL SUMS

Notes

1) Provisional sums to be expended at the descretion of the

Architect

2) P.C sums to be executed by a norminal subcontractor

Provide a P.C sum for:

A

Allow for all necessary Builder's work in connection with

electrical installations including cutting holes, chasing, hacking

e.t.c and making good

Item 350,000.00

B

Allow for all necessary Builder's work in connection with

mechanical installations including cutting holes, chasing,

hacking e.t.c and making good

Item 350,000.00

Provide a Provisional sum for:

C External paving Item 150,000.00

D External drainage and water supply Item 250,000.00

E Landscaping Item 150,000.00

F Connection of electricity to KPLC 100,000.00

G Connection of drainage to the county council 100,000.00

H Contigencies Item 2,500,000.00

CARRIED TO SECTION SUMMARY 3,950,000.00

PRIME COSTS PROVISIONAL SUMS 3/105

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011


MAIN SUMMARY

SECTION

NOPAGE NO. AMOUNT

0 PRELIMINARIES AND GENERAL CONDITIONS 1/29 51,305,227.56

1 MAIN HOUSE 3/83 790,412,523.75

2 MECHANICAL INSTALLATIONS 4/12 28,381,630.00

3 ELECTRICAL INSTALLATION 5/9 32,342,972.25

4 PRIME COST AND PROVISIONAL SUMS PC/1 3,950,000.00

CARRIED TO FORM TENDER(inclusive of 16% VAT) 906,392,353.56

Signature of tenderer : --------------------------------------------

Name of Tenderer : --------------------------------------------------

Address of Tenderer : ----------------------------------------------

Date: -------------------------------------------------------------------

Signature of Witness : ---------------------------------------------

Name of Witness : --------------------------------------------------

Address of Witness: -----------------------------------------------

Date: ---------------------------------------------------------------------

Eight hundred and fifty five million, eighty seven thousand one hundred and twenty six shilling only

Amount in words:

The cost per square meter 42,195.00

MAIN SUMMARY 3/106

Submitted by :

Joseph S. Kamau

Reg. No. B76/3600/2011

PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON...

Documents

Transcript of PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON...