proposed mixed use development (m.u.d) on...
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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
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NO. DESCRIPTIONQTY UNIT RATE AMOUNT(Ksh.)
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
Carried to collection 6,424,360.00
MAIN HOUSE ELEMENT: SUBSTRUCTURE3/2
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NO. DESCRIPTIONQTY UNIT RATE AMOUNT(Ksh.)
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
Carried to collection 28,110,730.00
MAIN HOUSE ELEMENT: SUBSTRUCTURE3/3
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NO. DESCRIPTIONQTY UNIT RATE AMOUNT(Ksh.)
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
MAIN HOUSE ELEMENT: SUBSTRUCTURE3/4
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
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
Carried to collection 19,596,350.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/5
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
High tensile steel reinforcements to B.S 4482 as
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
Insitu concrete class 25/20, vibrated and reinforced
O Beams 223 M3 13,500 3,010,500.00
P
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
Q Column 120 M3 13,500 1,620,000.00
Carried to collection 28,577,495.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/6
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
High tensile steel reinforcements to B.S 4482 as
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
Carried to collection 7,007,965.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/7
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Insitu concrete class 25/20, vibrated and reinforced
as described in :-
F Beams 223 M3 13,500 3,010,500.00
G Ring beam 66 M3 13,500 891,000.00
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
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
Carried to collection 29,221,630.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/8
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
but not exceeding 300mm.65 M 150 9,750.00
FEdges of the staircase riser; girth exceeding 150mm but
not exceeding 300mm 158 M 150 23,700.00
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
High tensile steel reinforcements to B.S 4482 as
described
N 8mm Diameter bars in internal beams 2558 KG 140 358,120.00
O 16mm Ditto 6442 KG 140 901,880.00
Carried to collection 2,709,270.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/9
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Insitu concrete class 25/20, vibrated and reinforced
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
300mm Thick composite slab comprising of
380x225x160mm deep concrete ribs at 600c/c and
75mm concrete topping
1137 M2 4,725 5,372,325.00
R Column 225 M3 13,500 3,037,500.00
Carried to collection 20,386,965.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/10
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
but not exceeding 300mm.130 M 150 19,500.00
OEdges of the staircase riser; girth exceeding 150mm but
not exceeding 300mm 285 M 150 42,750.00
PEdgesof the staircase landing; girth exceeding 150mm
but not exceeding 300mm 30 M 150 4,500.00
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
Carried to collection 8,573,300.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/11
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
A Sides of ring beam 276 M2 500 138,000.00
REINFORCEMENT
BRC mesh fabric 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
High tensile steel reinforcements to B.S 4482 as
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
Carried to collection 20,772,740.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/12
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
THIRD FLOOR
Insitu concrete class 25/20, vibrated and reinforced
as described in :-
A Beams 223 M3 13,500 3,010,500.00
B Ring beam 55 M3 13,500 742,500.00
C
300mm Thick composite slab comprising of
380x225x160mm deep concrete ribs at 400c/c and
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
Carried to collection 14,449,400.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/13
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
AEdges of the staircase string; girth exceeding 150mm
but not exceeding 300mm.39 M 150 5,850.00
BEdges of the staircase riser; girth exceeding 150mm but
not exceeding 300mm 86 M 150 12,900.00
CEdgesof the staircase landing; girth exceeding 150mm
but not exceeding 300mm 30 M 150 4,500.00
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
BRC mesh fabric reinforcement
JBRC ref. A.142 mesh weighing 2.22kg/m2 in stairs and
landing43 M
2 420 18,060.00
High tensile steel reinforcements to B.S 4482 as
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
Carried to collection 7,392,490.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/14
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Insitu concrete class 25/20, vibrated and reinforced
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
300mm Thick composite slab comprising of
380x225x160mm deep concrete ribs at 400c/c and
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
but not exceeding 300mm.52 M 150 7,800.00
Carried to collection 95,034,895.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/15
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
AEdges of the staircase riser; girth exceeding 150mm but
not exceeding 300mm 114 M 150 17,100.00
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
BRC mesh fabric reinforcement
GBRC ref. A.142 mesh weighing 2.22kg/m2 in stairs and
landing57 M
2 420 23,940.00
High tensile steel reinforcements to B.S 4482 as
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
Carried to collection 30,550,040.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/16
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
8th-11th Floor
Insitu concrete class 25/20, vibrated and reinforced
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
300mm Thick composite slab comprising of
380x225x160mm deep concrete ribs at 400c/c and
75mm concrete topping
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
not exceeding 300mm 114 M 150 17,100.00
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
Carried to collection 45,430,900.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/17
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
BRC mesh fabric 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
High tensile steel reinforcements to B.S 4482 as
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
Carried to collection 30,067,020.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/18
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
12th Floor
Insitu concrete class 25/20, vibrated and reinforced
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
High tensile steel reinforcements to B.S 4482 as
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
Carried to collection 2,663,120.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/19
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/20
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried forward to summary of section No.1 362,572,320.00
MAIN HOUSE ELEMENT: SUPERSTRUCTURE3/21
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
(1:3) mortar including bonding ties as necessary
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
Carried to collection 3,642,200.00
MAIN HOUSE ELEMENT: WALLING3/22
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Natural stone walling jointed in cement and sand (1:3)
mortar including bonding ties as necessary
G 200mm Thick 483 M2 1,800 869,400.00
H 150mm Ditto 61 M2 1,600 97,600.00
Carried to collection 6,699,200.00
MAIN HOUSE ELEMENT: WALLING3/23
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
FIRST AND SECOND 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 557 M 100 55,700.00
B Ditto in internal walling 669 M 100 66,900.00
C 150mm wide horizontal layer in internal walling 160 M 100 16,000.00
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 802 M2 5,200 4,170,400.00
E Internal wall 566 M2 5,200 2,943,200.00
External walling
Natural stone walling jointed in cement and sand (1:3)
mortar including bonding ties as necessary
F 200mm Thick 190 M2 1,800 342,000.00
Internal walling
Natural stone walling jointed in cement and sand (1:3)
mortar including bonding ties as necessary
G 200mm Thick 962 M2 1,800 1,731,600.00
H 150mm Ditto 320 M2 1,600 512,000.00
Carried to collection 9,837,800.00
MAIN HOUSE ELEMENT: WALLING3/24
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
THIRD 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 247 M 100 24,700.00
C 150mm wide horizontal layer in internal walling 112 M 100 11,200.00
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 250 M2 5,200 1,300,000.00
E Internal wall 169 M2 5,200 878,800.00
External walling
Natural stone walling jointed in cement and sand (1:3)
mortar including bonding ties as necessary
F 200mm Thick 271 M2 1,800 487,800.00
Internal walling
Natural stone walling jointed in cement and sand (1:3)
mortar including bonding ties as necessary
G 200mm Thick 572 M2 1,800 1,029,600.00
H 150mm Ditto 337 M2 1,800 606,600.00
Carried to collection 4,366,500.00
MAIN HOUSE ELEMENT: WALLING3/25
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
(1:4) mortar including bonding ties as necessary
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
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:-
E External wall 122 M2 5,200 634,400.00
F Internal wall 282 M2 5,200 1,466,400.00
Carried to collection 10,156,340.00
MAIN HOUSE ELEMENT: WALLING3/26
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
8th-11th Floor
External walling
Machine cut stone walling jointed in cement and sand
(1:4) mortar including bonding ties as necessary
A 200mm thick 2513 M2 1,800 4,523,400.00
Internal walling
Machine cut natural stone walling jointed in cement and
sand (1:4) mortar including bonding ties as necessary
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
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 86 M2 5,200 447,200.00
E Internal wall 282 M2 5,200 1,466,400.00
12th Floor
External walling
Machine cut stone walling jointed in cement and sand
(1:4) mortar including bonding ties as necessary in
F 200mm thick 468 M2 1,800 842,400.00
Carried to collection 19,840,800.00
MAIN HOUSE ELEMENT: WALLING3/27
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Internal walling
Machine cut natural stone walling jointed in cement and
sand (1:4) mortar including bonding ties as necessary
A 150mm Ditto 28 M2 1,600 44,800.00
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:-
B External wall 86 M2 5,200 447,200.00
Carried to collection 492,000.00
MAIN HOUSE ELEMENT: WALLING3/28
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
MAIN HOUSE
ELEMENT NO. 1
SUBSTRUCTURES
COLLECTION
Page
NoAmount
Total brought forward from page No. 3/22 3,642,200.00
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
Carried forward to summary of section No.1 55,034,840.00
MAIN HOUSE ELEMENT: WALLING3/29
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
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
2500mm and inner radius 1800mm high in 75x75x4mm
SHS joists, rafters, and 50x50x3mm SHS struts and ties;
all to structural engineer's details.
D 75x75x4mm thick SHS lattice(8.49kg/m) 12 M 2,650 31,800.00
E50x50x4mm thick SHS braces to roof lattices welded to
main members.(5.35kg/m) 64 M 1,750112,000.00
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
plates (two per gusset plate) 32 No 1203,840.00
Carried to collection 392,470.00
MAIN HOUSE ELEMENT: PARTIAL ROOFING OVER ATRIUM LIGHT WELLS3/30
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NO.DESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
3750mm and inner radius 3050mm high in 75x75x4mm
SHS joists, rafters, and 50x50x3mm SHS struts and ties;
all to structural engineer's details.
B 75x75x4mm thick SHS lattice(8.49kg/m) 34 M 2,650 90,100.00
C50x50x4mm thick SHS braces to roof lattices welded to
main members.(5.35kg/m) 192 M 1,750336,000.00
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
plates (two per gusset plate) 64 No 1207,680.00
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
Carried to collection 1,373,840.00
MAIN HOUSE ELEMENT: PARTIAL ROOFING OVER ATRIUM LIGHT WELLS3/31
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NO.DESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried to collection 100,720.00
MAIN HOUSE ELEMENT: PARTIAL ROOFING OVER ATRIUM LIGHT WELLS3/32
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NO.DESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried forward to summary of section No.1 1,867,030.00
MAIN HOUSE ELEMENT: PARTIAL ROOFING OVER ATRIUM LIGHT WELLS3/33
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried to collection 1,826,350.00
MAIN HOUSE ELEMENT: DOORS3/34
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried to collection 737,040.00
MAIN HOUSE ELEMENT: DOORS3/35
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
1st and Second 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
A3600x2400mm High double leaves and double swing
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
doors (1500mmx2400mm high)8 M
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
Approved Quality flush doors
JSingle leaf solid core flush door overall size 900x2400
mm high including frame(M.S)42 No 4,500 189,000.00
Carried to collection 1,194,000.00
MAIN HOUSE ELEMENT: DOORS3/36
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
The following in prime grade wrot cypress
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
Iron mongery as per " union "catalogue
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
Prepare and apply one coat of aluminium wood
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
Prepare and apply three coats clear polyurethane
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
Carried to collection 290,020.00
MAIN HOUSE ELEMENT: DOORS3/37
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
3rd 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
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
doors (1500mmx2400mm high)94 M
2 8,500 799,000.00
D 4mm Ditto (900mmx2400mm high) 30 M2 5,700 171,000.00
Timber doors
Approved Quality flush doors
ESingle leaf solid core flush door overall size 900x2400
mm high including frame(M.S)25 No 4,500 112,500.00
The following in prime grade wrot cypress
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
Carried to collection 1,896,700.00
MAIN HOUSE ELEMENT: DOORS3/38
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Beading
A25x10mm Thick glazing beads to bind the fanlight to the
doors110 M
2 250 27,500.00
Iron mongery as per " union "catalogue
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
Prepare and apply one coat of aluminium wood
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
Prepare and apply three coats clear polyurethane
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
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
K1500x2400mm High double leaves and double swing
door64 NO 9,500 608,000.00
Carried to collection 764,075.00
MAIN HOUSE ELEMENT: DOORS3/39
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Glazing
A6mm Thick Georgian wired glass glazing to aluminium
doors (1500mmx2400mm high)115 M
2 8,500 977,500.00
Timber doors
Approved Quality flush doors
BSingle leaf solid core flush door overall size 900x2400
mm high including frame(M.S)180 No 4,500 810,000.00
The following in prime grade wrot cypress
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
Iron mongery as per " union "catalogue
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
Carried to collection 4,023,160.00
MAIN HOUSE ELEMENT: DOORS3/40
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Prepare and apply one coat of aluminium wood
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
Prepare and apply three coats clear polyurethane
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
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
F1500x2400mm High double leaves and double swing
door40 NO 19,500 780,000.00
Glazing
G6mm Thick Georgian wired glass glazing to aluminium
doors (1500mmx2400mm high)144 M
2 8,500 1,224,000.00
Timber doors
Approved Quality flush doors
HSingle leaf solid core flush door overall size 900x2400
mm high including frame(M.S)380 No 4,500 1,710,000.00
Carried to collection 4,807,550.00
MAIN HOUSE ELEMENT: DOORS3/41
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
The following in prime grade wrot cypress
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
Iron mongery as per " union "catalogue
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
Prepare and apply one coat of aluminium wood
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
Carried to collection 4,579,300.00
MAIN HOUSE ELEMENT: DOORS3/42
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Prepare and apply three coats clear polyurethane
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
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
D 900x2400 High single leaf and single swing door 2 NO 11,500 23,000.00
Timber doors
Approved Quality flush doors
E Single leaf solid core flush door overall size 900x2400 6 No 4,500 27,000.00
The following in prime grade wrot cypress
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
Carried to collection 1,024,790.00
MAIN HOUSE ELEMENT: DOORS3/43
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Iron mongery as per " union "catalogue
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
Prepare and apply one coat of aluminium wood
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
Prepare and apply three coats clear polyurethane
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
Carried to collection 109,175.00
MAIN HOUSE ELEMENT: DOORS3/44
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
MAIN HOUSE ELEMENT: DOORS3/45
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Window size 1500x1500 mm high 5 No 20,250 101,250.00
Window size 900x1500 mm high 33 No 12,150 400,950.00
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
Carried to collection 720,970.00
MAIN HOUSE ELEMENT: WINDOWS3/46
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Prepare and apply one coat of aluminium wood
primer to:-
Back of wood before fixing not exceeding 100mm girth164 M 250 41,100.00
FIRST AND SECOND 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 3650x1500 mm high 10 No 49,200 492,000.00
Window size 2850x1500 mm high 2 No 38,400 76,800.00
Window size 1500x1500 mm high 8 No 20,250 162,000.00
Window size 900x1500 mm high 62 No 12,150 753,300.00
Glazing
4mm thick clear sheet glass and glazing with putty to
metal in large panes.26 M
2 1,100 28,600.00
Ditto; obscured glass and glazing 84 M2 1,500 126,000.00
Precast Concrete Cill
150 x 50mm precast concrete window cill bedded and
jointed in cement/ sand mortar74 M 550 40,700.00
Carried to collection 1,734,878.00
MAIN HOUSE ELEMENT: WINDOWS3/47
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Prime grade wrot mahogany
125 x 25mm window board with one labour 74 M 800 59,200.00
25 mm quadrant bead 74 M 200 14,800.00
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
95 M 2,000 190,000.00
Accessories
Brass I section double curtain rail complete with
brackets, rings, rollers and all other necessary
accessories
95 M 420 39,900.00
Prepare and apply three coats of two pack clear
polyurethane varnish to:-
Surface of timber pelmet boxes 100-200mm girth 190 M 70 13,300.00
Ditto in window board 74 M 70 5,180.00
Painting
Prepare and apply one coat of aluminium wood
primer to:-
Back of wood before fixing not exceeding 100mm girth 190 M 250 47,500.00
Carried to collection 369,880.00
MAIN HOUSE ELEMENT: WINDOWS3/48
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Third 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.
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
Window size 1500x1500 mm high 13 No 20,250 263,250.00
Window size 900x1500 mm high 35 No 12,150 425,250.00
Glazing
4mm thick clear sheet glass and glazing with putty to
metal in large panes.153 M
2 1,100 168,300.00
Ditto; obscured glass and glazing 47 M2 1,800 84,600.00
Precast Concrete Cill
150 x 50mm precast concrete window cill bedded and
jointed in cement/ sand mortar122 M 550 67,100.00
Prime grade wrot mahogany
125 x 25mm window board with one labour 122 M 800 97,600.00
25 mm quadrant bead 122 M 200 24,400.00
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
122 M 2,000 244,000.00
Carried to collection 2,327,300.00
MAIN HOUSE ELEMENT: WINDOWS3/49
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Accessories
Brass I section double curtain rail complete with
brackets, rings, rollers and all other necessary
accessories
122 M 420 51,240.00
Prepare and apply three coats of two pack clear
polyurethane varnish to:-
Surface of timber pelmet boxes 100-200mm girth 300 M 70 21,000.00
Ditto in window board 122 M 70 8,540.00
Painting
Prepare and apply one coat of aluminium wood
primer to:-
Back of wood before fixing not exceeding 100mm girth 300 M 250 75,000.00
4th-7th 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 3650x1500 mm high 92 No 49,200 4,526,400.00
Window size 2850x1500 mm high 56 No 38,400 2,150,400.00
Window size 1800x1500 mm high 16 No 24300 388,800.00
Window size 1500x1500 mm high 24 No 20,250 486,000.00
Window size 900x1500 mm high 132 No 12,150 1,603,800.00
Carried to collection 9,311,180.00
MAIN HOUSE ELEMENT: WINDOWS3/50
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Glazing
4mm thick clear sheet glass and glazing with putty to
metal in large panes.841 M
2 1,100 925,100.00
Ditto; obscured glass and glazing 178 M2 1,800 320,400.00
Precast Concrete Cill
150 x 50mm precast concrete window cill bedded and
jointed in cement/ sand mortar439 M 550 241,450.00
Prime grade wrot mahogany
125 x 25mm window board with one labour 439 M 800 351,200.00
25 mm quadrant bead 439 M 200 87,800.00
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
775 M 2,000 1,550,000.00
Accessories
Brass I section double curtain rail complete with
brackets, rings, rollers and all other necessary
accessories
775 M 420 325,500.00
Prepare and apply three coats of two pack clear
polyurethane varnish to:-
Surface of timber pelmet boxes 100-200mm girth 3404 M 70 238,280.00
Ditto in window board 775 M 70 54,250.00
Painting
Prepare and apply one coat of aluminium wood
primer to:-
Back of wood before fixing not exceeding 100mm girth3404 M 250 851,000.00
Carried to collection 4,944,980.00
MAIN HOUSE ELEMENT: WINDOWS3/51
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
8th-11th 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 3650x1500 mm high 32 No 49,200 1,574,400.00
Window size 2850x1500 mm high 80 No 38,400 3,072,000.00
Window size 1800x1500 mm high 32 No 24300 777,600.00
Window size 1500x1500 mm high 176 No 20,250 3,564,000.00
Window size 900x1500 mm high 132 No 12,150 1,603,800.00
Glazing
4mm thick clear sheet glass and glazing with putty to
metal in large panes.999 M
2 1,100 1,098,900.00
Ditto; obscured glass and glazing 178 M2 1,800 320,400.00
Precast Concrete Cill
150 x 50mm precast concrete window cill bedded and
jointed in cement/ sand mortar785 M 550 431,750.00
Prime grade wrot mahogany
125 x 25mm window board with one labour 785 M 800 628,000.00
25 mm quadrant bead 785 M 200 157,000.00
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
775 M 2,000 1,550,000.00
Carried to collection 14,777,850.00
MAIN HOUSE ELEMENT: WINDOWS3/52
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Accessories
Brass I section double curtain rail complete with
brackets, rings, rollers and all other necessary
accessories
775 M 420 325,500.00
Prepare and apply three coats of two pack clear
polyurethane varnish to:-
Surface of timber pelmet boxes 100-200mm girth 3667 M 70 256,690.00
Ditto in window board 785 M 70 54,950.00
Painting
Prepare and apply one coat of aluminium wood
primer to:-
Back of wood before fixing not exceeding 100mm girth 3667 M 250 916,750.00
12th 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 80 No 38,400 3,072,000.00
Window size 1800x1500 mm high 32 No 24300 777,600.00
Precast Concrete Cill
150 x 50mm precast concrete window cill bedded and
jointed in cement/ sand mortar16 M 550 8,800.00
Carried to collection 5,412,290.00
MAIN HOUSE ELEMENT: WINDOWS3/53
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Prime grade wrot mahogany
125 x 25mm window board with one labour 16 M 800 12,800.00
25 mm quadrant bead 16 M 200 3,200.00
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
16 M 2,000 32,000.00
Accessories
Brass I section double curtain rail complete with
brackets, rings, rollers and all other necessary 16 M 420 6,720.00
Prepare and apply three coats of two pack clear
polyurethane varnish to:-
Surface of timber pelmet boxes 100-200mm girth 16 M 70 1,120.00
Ditto in window board 16 M 70 1,120.00
Painting
Prepare and apply one coat of aluminium wood
primer to:-
Back of wood before fixing not exceeding 100mm girth 16 M 70 1,120.00
Carried to collection 58,080.00
MAIN HOUSE ELEMENT: WINDOWS3/54
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
MAIN HOUSE ELEMENT: WINDOWS3/55
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Cement and sand plaster wood floated in:-
Concrete or masonry surfaces 3155 M2 300 946,500.00
Prepare and Apply three coats of 1 st quality paint-
matt vinyl emulsion or similar and approved paint to:-
Rendered surfaces 3155 M2 250 788,750.00
3rd Floor
Wall finishes
Cement and sand plaster wood floated in:-
C Concrete or masonry surfaces 929 M2 300 278,700.00
Prepare and Apply three coats of 1 st quality paint-
matt vinyl emulsion or similar and approved paint to:-
D Rendered surfaces 929 M2 250 232,250.00
Carried to collection 2,888,050.00
MAIN HOUSE ELEMENT: EXTERNAL FINISHES 3/56
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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-
matt vinyl emulsion or similar and approved paint to:-
Rendered surfaces 3962 M2 250 990,500.00
8th-11th Floors
Wall finishes
Cement and sand plaster wood floated in:-
Concrete or masonry surfaces 5649 M2 300 1,694,700.00
Prepare and Apply three coats of 1 st quality paint-
matt vinyl emulsion or similar and approved paint to:-
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
Carried to collection 5,616,050.00
MAIN HOUSE ELEMENT: EXTERNAL FINISHES 3/57
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried to collection 684,200.00
MAIN HOUSE ELEMENT: EXTERNAL FINISHES 3/58
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
SECTION NO. 1
MAIN HOUSE
ELEMENT NO 7
EXTERNAL FINISHES
COLLECTION
Page
No Amount
Total brought forward from page No. 3/56 2,888,050.00
3/57 5,616,050.00
3/58 684,200.00
Carried forward to summary of section No. 1 9,188,300.00
MAIN HOUSE ELEMENT: EXTERNAL FINISHES 3/59
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried to collection 22,766,270.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/60
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
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
472 M2 1,500 708,000.00
15mm (minimum) two coat lime plaster, with steel
trowelled finish, as described to:-
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
Carried to collection 7,616,000.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/61
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
1st and Second Floor
Floor finishes.
Cement and sand (1:4) beds
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
by Athi-River mining Co. Ltd or other equal and approved
fixed with approved adhesive as described:-
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
architect's approval.996 M
2 13,000 12,948,000.00
J Ditto in 100mm high skirting 497 M 1,300 646,100.00
Ceramic tiles
K
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
319 M2 1,500 478,500.00
L Ditto in 100mm high skirting 303 M 150 45,450.00
Carried to collection 54,948,380.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/62
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Wall finishes
Cement and sand (1:4) backing
A 12mm Thick screeding to receive ceramic tiles 743 M2 350 260,050.00
Ceramic tiles
B
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
743 M2 1,500 1,114,500.00
15mm (minimum) two coat lime plaster, with steel
trowelled finish, as described to:-
C Stone walls and concrete surfaces 1950 M2 300 585,000.00
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
Aluminium brandering
E50x50 mm square section aluminium brandering
suspended from the slab of the overlying floor.10326 M 700 7,228,200.00
Chipboard ceiling
F600x600x12mm Thick chipboard ceiling panels fixed on
50x50mm brandering4223 M
2 750 3,167,250.00
Cornices
G 75x50mm softwood cornice 81 m 450 36,450.00
Carried to collection 12,878,950.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/63
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Painting and decoration
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.
Cement and sand (1:4) beds
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
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
G 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:-
667 M2 13,000 8,671,000.00
H Ditto 125mm high skirting 184 M2 1,625 299,568.75
Carried to collection 10,293,453.75
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/64
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Marble flooring
A Supply and fix approved marble flooring fixed to
architect's approval.253 M
2 13,000 3,289,000.00
B Ditto in 100mm high skirting 182 1,300 236,730.00
Ceramic tiles
C
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
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
Cement and sand (1:4) backing
E 12mm Thick screeding to receive ceramic tiles 472 M2 350 165,200.00
Ceramic tiles
F
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
472 M2 1,500 708,000.00
15mm (minimum) two coat lime plaster, with steel
trowelled finish, as described to:-
G Stone walls and concrete surfaces 1141 M2 300 342,300.00
H Plastered wall and concrete surfaces 1380 M2 300 414,000.00
Carried to collection 5,541,680.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/65
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Ceiling finishes
Aluminium brandering
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
Painting and decoration
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.
Cement and sand (1:4) beds
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
300 x 300 x 20mm thick non-slip ceramic floor tiles as
manufactured by "Sj Ceramics " or other equal and
approved on prepared screed with first quality adhesive
1589 M2 1,500 2,383,500.00
J Ditto in 100mm high skirting 188 m 150 28,200.00
Carried to collection 9,899,115.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/66
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Granite flooring
AApproved colour high quality granite paving as supplied
by Athi-River mining Co. Ltd or other equal and approved
fixed with approved adhesive as described:-
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
Cement and sand (1:4) backing
E 12mm Thick screeding to receive ceramic tiles 1875 M2 350 656,250.00
Ceramic tiles
F
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
1875 M2 1,500 2,812,500.00
15mm (minimum) two coat lime plaster, with steel
trowelled finish, as described to:-
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
Carried to collection 32,448,050.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/67
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
CEILING FINISHES
Aluminium brandering
A50x50 mm square section aluminium brandering
suspended from the slab of the overlying floor.23147 M 700 16,202,900.00
Chipboard ceiling
B600x600x12mm Thick chipboard ceiling panels fixed on
50x50mm brandering7158 M
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.
Cement and sand (1:4) beds
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
20mm Thick parquet wood flooring; joined in approved
adhesive and laid in a regular pattern on a cement sand
backing
3235 M2 1,500 4,852,500.00
Carried to collection 30,866,720.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/68
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Granite flooring
AApproved colour high quality granite paving as supplied
by Athi-River mining Co. Ltd or other equal and approved
fixed with approved adhesive as described:-
1915 M2 13,000 24,895,000.00
Ceramic tiles
B
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
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
Cement and sand (1:4) backing
D 12mm Thick screeding to receive ceramic tiles 1364 M2 350 477,400.00
Ceramic tiles
E
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
1364 M2 1,500 2,046,000.00
15mm (minimum) two coat lime plaster, with steel
trowelled finish, as described to:-
F Stone walls and concrete surfaces 5406 M2 300 1,621,800.00
Ceiling finishes
Aluminium brandering
G50x50 mm square section aluminium brandering
suspended from the slab of the overlying floor.28133 M 700 19,693,100.00
Carried to collection 51,870,400.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/69
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Chipboard ceiling
A600x600x12mm Thick chipboard ceiling panels fixed on
50x50mm brandering7462 M
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
Cement and sand (1:4) beds
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
by Athi-River mining Co. Ltd or other equal and approved
fixed with approved adhesive as described:-
101 M2 13,000 1,313,000.00
Ceramic tiles
G
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
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
Carried to collection 9,906,565.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/70
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
WALL FINISHES
Cement and sand (1:4) backing
A 12mm Thick screeding to receive ceramic tiles 61 M2 350 21,350.00
Ceramic tiles
B
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
61 M2 1,500 91,500.00
15mm (minimum) two coat lime plaster, with steel
trowelled finish, as described to:-
C Stone walls and concrete surfaces 403 M2 300 120,900.00
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
Carried to collection 450,550.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/71
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Ceiling finishes
Aluminium brandering
A50x50 mm square section aluminium brandering
suspended from the slab of the overlying floor.374 M 700 261,800.00
Chipboard ceiling
B600x600x12mm Thick chipboard ceiling panels fixed on
50x50mm brandering20 M
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
Carried to collection 282,910.00
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/72
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried Forward to Summary of section No. 1 232,253,928.75
MAIN HOUSE ELEMENT: INTERNAL FINISHES3/73
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
trowelled finish, as described to:-
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
Carried to collection 114,940.00
MAIN HOUSE ELEMENT: STAIRCASE FINISHES3/74
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
Basement 2
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
trowelled finish, as described to:-
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
Carried to collection 114,940.00
MAIN HOUSE ELEMENT: STAIRCASE FINISHES3/75
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
GROUND FLOOR
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.
40 M 5,000 200,000.00
Plastering
12mm (minimum) Two coat lime plaster, with steel
trowelled finish, as described to:-
B Sloping soffits of staircase 39 M2 300 11,700.00
C Soffites of landing 25 M2 300 7,500.00
D Strings of the staircase 13 M2 300 3,900.00
E Risers of the staircase 28 M2 300 8,400.00
F Sides of staircase landing 6 M2 300 1,800.00
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 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
K 100mm high staircase skirting 29 M 190 5,510.00
Carried to collection 418,405.00
MAIN HOUSE ELEMENT: STAIRCASE FINISHES3/76
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
FIRST AND SECOND FLOORS
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.
80 M 5,000 400,000.00
Plastering
12mm (minimum) Two coat lime plaster, with steel
trowelled finish, as described to:-
B Sloping soffits of staircase 98 M2 300 29,400.00
C Soffites of landing 45 M2 300 13,500.00
D Strings of the staircase 26 M2 300 7,800.00
Ceramic tiles
300x 300 x8mm thick ceramic tiles laid on pre-prepared
screed bed and fixed and jointing with including
in:appropriate adhesive in :-
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
Carried to collection 782,660.00
MAIN HOUSE ELEMENT: STAIRCASE FINISHES3/77
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
THIRD FLOOR
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.
24 M 5,000 120,000.00
Plastering
12mm (minimum) Two coat lime plaster, with steel
trowelled finish, as described to:-
B Sloping soffits of staircase 29 M2 300 8,700.00
C Soffites of landing 14 M2 300 4,200.00
D Strings of the staircase 8 M2 300 2,400.00
E Risers of the staircase 2 M2 300 600.00
F Sides of staircase landing 4 M2 300 1,200.00
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 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
K 100mm high staircase skirting 15 M 190 2,850.00
Carried to collection 238,140.00
MAIN HOUSE ELEMENT: STAIRCASE FINISHES3/78
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
4th-7th Floors
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.
32 M 5,000 160,000.00
Plastering
12mm (minimum) Two coat lime plaster, with steel
trowelled finish, as described to:-
B Sloping soffits of staircase 39 M2 300 11,700.00
C Soffites of landing 18 M2 300 5,400.00
D Strings of the staircase 10 M2 300 3,000.00
E Risers of the staircase 21 M2 300 6,300.00
F Sides of landing 5 M2 300 1,500.00
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 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
K 100mm high staircase skirting 20 M 190 3,800.00
Carried to collection 320,760.00
MAIN HOUSE ELEMENT: STAIRCASE FINISHES3/79
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
8th-11th Floors
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.
32 M 5,000 160,000.00
Plastering
12mm (minimum) Two coat lime plaster, with steel
trowelled finish, as described to:-
B Sloping soffits of staircase 39 M2 300 11,700.00
C Soffites of landing 18 M2 300 5,400.00
D Strings of the staircase 10 M2 300 3,000.00
E Risers of the staircase 21 M2 300 6,300.00
Ceramic tiles
300x 300 x8mm thick ceramic tiles laid on pre-prepared
screed bed and fixed and jointing with including
in:appropriate adhesive in :-
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
Carried to collection 319,260.00
MAIN HOUSE ELEMENT: STAIRCASE FINISHES3/80
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried Forward to Summary of section No. 1 2,309,105.00
MAIN HOUSE ELEMENT: STAIRCASE FINISHES3/81
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
Carried to collection 11,173,172.00
MAIN HOUSE ELEMENT: FITTINGS3/82
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
including 4 No. drawers and runners.2 No 109,115 218,230.00
C High level kitchen cupboard size 5130x600x900mm high
including 4 No. drawers and runners.2 No 65,460 130,920.00
D Low level kitchen cupboard size 12200x600x900mm high
including 4 No. drawers and runners.2 No 259,500 519,000.00
E High level kitchen cupboard size 7200x600x900mm high
including 4 No. drawers and runners.2 No 91,870 183,740.00
F Low level kitchen cupboard size 11800x600x900mm high
including 4 No. drawers and runners.2 No 250,990 501,980.00
G Low level kitchen cupboard size 9300x600x900mm high
including 4 No. drawers and runners.2 No 197,810 395,620.00
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
Carried to collection 2,458,290.00
MAIN HOUSE ELEMENT: FITTINGS3/83
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
ITEM
NoDESCRIPTION QTY UNIT RATE AMOUNT(Ksh.)
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
MAIN HOUSE ELEMENT: FITTINGS3/84
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
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
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
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
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qty Unit Rates (Kshs.) Costs
(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
MECHANICAL WORKS 3/87
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qty Unit Rates (Kshs.) Costs
(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
MECHANICAL WORKS 3/88
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qty Unit Rates (Kshs.) Costs
(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.
MECHANICAL WORKS 3/89
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qty Unit Rates (Kshs.) Costs
(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
MECHANICAL WORKS 3/90
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qty Unit Rates (Kshs.) Costs
(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
A2.2520mm long screw thread nipple complete with
2No. Back nut120 No 80.00 9,600.00
A2.2625mm long screw thread nipple complete with
2No. Back nut120 No 100.00 12,000.00
MECHANICAL WORKS 3/91
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qty Unit Rates (Kshs.) Costs
(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
MECHANICAL WORKS 3/92
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qty Unit Rates (Kshs.) Costs
(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
MECHANICAL WORKS 3/93
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qty Unit Rates (Kshs.) Costs
(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
MECHANICAL WORKS 3/94
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qty Unit Rates (Kshs.) Costs
(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
MECHANICAL WORKS 3/95
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
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
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qnty Unit Rate Amount
GROUND FLOOR
Distribution
A Supply and Install Sub-main cable 4 x16mm sq single core
PVC insulated copper cables and 1 x 16mm sq E.C.C
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
MCB as approved or equivalent;
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
20mm² PVC HG conduits
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
ELECTRICAL WORKS-MIXED USE DEVELOPMENT
INTERNAL WORKS
ELECTRICAL WORKS 3/97
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qnty Unit Rate Amount
FIRST FLOOR
Distribution
A Supply and Install Sub-main cable 4 x16mm sq single core
PVC insulated copper cables and 1 x 16mm sq E.C.C
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
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
15 ways consumer units 100A 3 No. 4,680.00 14,040.00
E Metal trunking 64 Lm 2,200 140,800.00
F Supply and Install 5A,10A, 32A & 50A SP
MCB as approved or equivalent;
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
20mm² PVC HG conduits
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
To Collection Kshs. 1,945,725.50
Page EW/3
INTERNAL WORKS
ELECTRICAL WORKS-MIXED USE DEVELOPMENT
ELECTRICAL WORKS 3/98
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qnty Unit Rate Amount
SECOND FLOOR
Distribution
A Supply and Install Sub-main cable 4 x16mm sq single core
PVC insulated copper cables and 1 x 16mm sq E.C.C
50 Lm 3,979.69 198,984.50
BSupply and Install 6 ways TP & N DB flush mounted complete
with 100A intergral 1 No. 15,170.00 15,170.00
CSupply and Install 9 ways TP & N DB flush mounted complete
with 125A 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
15 ways consumer units 100A 2 No. 4,680.00 9,360.00
E Metal trunking 64 Lm 2,200 140,800.00
F Supply and Install 5A,10A, 32A & 50A SP
MCB as approved or equivalent;
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 288 No. 1,000.00 288,000.00
cables drawn in concealed 20mm PVC HG conduits
H Power points comprising of 3x2.5mm² single core cables drawn in 187 No. 2,500.00 467,500.00
20mm² PVC HG conduits
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 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
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
To Collection Kshs. 2,054,295.50
Page EW/4
ELECTRICAL WORKS-MIXED USE DEVELOPMENT
INTERNAL WORKS
ELECTRICAL WORKS 3/99
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qnty Unit Rate Amount
THIRD FLOOR
Distribution
A Supply and Install Sub-main cable 4 x16mm sq single core
PVC insulated copper cables and 1 x 16mm sq E.C.C
50 Lm 3,979.69 198,984.50
BSupply and Install 9 ways TP & N DB flush mounted complete
with 125A intergral switch 1 No. 16,045.00 16,045.00
CSupply and Install 9 ways TP & N DB flush mounted complete
with 125A intergral switch 2 No. 16,045.00 32,090.00
DSupply and Install the following consumer units flush mounted;
6 ways consumer units 100A 9 No. 3,190.00 28,710.00
12 ways consumer units 100A 1 No. 4,115.00 4,115.00
E Metal trunking 64 Lm 2,200 140,800.00
F Supply and Install 5A,10A, 32A & 50A SP
MCB as approved or equivalent;
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
G Lighting points c/w switches comprising of 3 x 1.5mm sq single core 389 No. 1,000.00 389,000.00
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
J Telephone points 30 No. 800.00 24,000.00
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
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
To Collection Kshs. 2,572,340.50
Page EW/5
ELECTRICAL WORKS-MIXED USE DEVELOPMENT
INTERNAL WORKS
ELECTRICAL WORKS 3/100
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qnty Unit Rate Amount
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
BSupply and Install 6 ways TP & N DB flush mounted complete
with 100A intergral switch 4 No. 15,170.00 60,680.00
CSupply and Install 9 ways TP & N DB flush mounted complete
with 125A intergral switch 0 No. 16,045.00
DSupply and Install the following consumer units flush mounted;
6 ways consumer units 100A 0 No. 3,190.00
15 ways consumer units 100A 4 No. 4,680.00 18,720.00
E Metal trunking 256 Lm 2,200 563,200.00
F Supply and Install 5A,10A, 32A & 50A SP
MCB as approved or equivalent;
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
cables drawn in concealed 20mm PVC HG conduits
H Power points comprising of 3x2.5mm² single core cables drawn in 416 No. 2,500.00 1,040,000.00
20mm² PVC HG conduits
I Data Points 240 No. 800.00 192,000.00
J Telephone points 120 No. 800.00 96,000.00
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
L Supply and Install the following switches
a. 1 Gang 1 Way 160 No. 309.00 49,440.00
b. 1 Gang 2 Way 200 No. 360.00 72,000.00
To Collection Kshs. 10,955,314.00
Page EW/6
ELECTRICAL WORKS-MIXED USE DEVELOPMENT
INTERNAL WORKS
ELECTRICAL WORKS 3/101
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qnty Unit Rate Amount
RESIDENTIAL FLOORS (4No.) 8th-11th Floors
Distribution
A Supply and Install Sub-main cable 4 x16mm sq single core
PVC insulated copper cables and 1 x 16mm sq E.C.C
200 Lm 3,979.69 795,938.00
BSupply and Install 6 ways TP & N DB flush mounted complete
with 100A intergral switch 4 No. 15,170.00 60,680.00
CSupply and Install 9 ways TP & N DB flush mounted complete
with 125A intergral switch 0 No. 16,045.00
DSupply and Install the following consumer units flush mounted;
12 ways consumer units 100A 16 No. 4,115.00 65,840.00
15 ways consumer units 100A 20 No. 4,680.00 93,600.00
E Metal trunking 256 Lm 2,200 563,200.00
F Supply and Install 5A,10A, 32A & 50A SP
MCB as approved or equivalent;
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
cables drawn in concealed 20mm PVC HG conduits
H Power points comprising of 3x2.5mm² single core cables drawn in 672 No. 2,500.00 1,680,000.00
20mm² PVC HG conduits
I Data Points 192 No. 800.00 153,600.00
J Telephone points 32 No. 800.00 25,600.00
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
L Supply and Install the following switches
a. 1 Gang 1 Way 288 No. 309.00 88,992.00
b. 1 Gang 2 Way 224 No. 360.00 80,640.00
To Collection Kshs. 8,844,840.00
Page EW/7
ELECTRICAL WORKS-MIXED USE DEVELOPMENT
INTERNAL WORKS
ELECTRICAL WORKS 3/102
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
Item Description Qnty Unit Rate Amount
SENTRY 2No., PERIMETER, GATE AND OTHER EXTERNAL
LIGHTS
Distribution
A Supply and Install Sub-main cable 4 x16mm sq single core
PVC insulated copper cables and 1 x 16mm sq E.C.C
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
CSupply and Install 9 ways TP & N DB flush mounted complete
with 125A intergral switch 0 No. 16,045.00
DSupply and Install the following consumer units flush mounted;
6 ways consumer units 100A 2 No. 3,050.00 6,100.00
15 ways consumer units 100A 0 No. 4,680.00
E Metal trunking 15 Lm 2,200 33,000.00
F Supply and Install 5A,10A, 32A & 50A SP
MCB as approved or equivalent;
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
G Lighting points c/w switches comprising of 3 x 1.5mm sq single core 67 No. 1,000.00 67,000.00
cables drawn in concealed 20mm PVC HG conduits
H Power points comprising of 3x2.5mm² single core cables drawn in 6 No. 2,500.00 15,000.00
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
L Supply and Install the following switches
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
To Collection Kshs. 1,977,769.00
Page EW/8
ELECTRICAL WORKS-MIXED USE DEVELOPMENT
INTERNAL WORKS
ELECTRICAL WORKS 3/103
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
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
ELECTRICAL WORKS-MIXED USE DEVELOPMENT
ELECTRICAL WORKS 3/104
Submitted by :
Joseph S. Kamau
Reg. No. B76/3600/2011
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
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
PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO.209/12287 IN NAIROBI COUNTY
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