ITEM
DESCRIPTION
QTY
UNIT
RATE
2000
CM
500
SHS.
PROPOSED CONSTRUCTION OF BOUNDARY WALL AT
GIKUMENE MARKET
BOUNDARY WALL
ELEMENT NO. 1
SUBSTRUCTURE ( ALL PROVISIONAL ) :-
A. Excavation & spread in soft material & compact to level the existing
uneven market to the approval of the engineer.
1,000,000
B
Excavate trenches in normal soil forstrip footing not
exceeding 1.50 M deep from the ground level.
108
CM
500
54,000.00
C
Excavate trenches in normal soil for column bases not
exceeding 1.50 M deep from the ground level.
144
CM
500
72,000.00
D
Load, cart away and spread extra excavation material on sited
as directed by the Architect.
23
CM
80
1,840.00
229
CM
80
18,320.00
Filling
E
Return fill and rum selected excavated material to sides of
foundation walling.
Plain concrete ( 1:4:8 ) as described in :-
F
50 mm thick column bases
96
SM
250
24,000.00
G
50 mm thick foundation footing
72
SM
250
18,000.00
19.2
CM
12,000
230,400.00
Reinforced concrete 1:2:4 as described in :H
Column bases
I
Columns
4
CM
12,000
48,000.00
J
Strip footing
24
CM
12,000
288,000.00
Sawn formwork as described to :K
Sides of columns
75
SM
400
30,000.00
L
Edges of strip footing bases 150 - 225 mm girth
384
LM
90
34,560.00
M
Sides of columns
27
SM
400
10,800.00
240
SM
1,400
336,000.00
WALLING
Machine cut stone or other equal and approved walling in
Cement : sand ( 1:4 ) mortar :N
200 mm thick boundary wall including neat horizontal and
vertical key pointing internally and externally
Total carried to collection
GIKUMENE MKT
2,165,920.00
1
ITEM
DESCRIPTION
QTY
UNIT
RATE
SHS.
High Tensile Reinforcement Bars to B. S. 4461 including
cutting, bending and all necessary spacer blocks : (
Provisional ) [ 100 Kg/Cm] :-
4720
A
12 mm diameter
1416
KG
130
184,080.00
B
10 mm diameter
2124
KG
130
276,120.00
C
8 mm diameter
944
KG
130
122,720.00
236
KG
130
30,680.00
Mild Steel Reinforcement Bars to B. S. 4449 including
cutting, bending and all necessary spacer blocks : (
Provisional ) :D
8 mm diameter
Total carried to collection
613,600.00
COLLECTION
Carried forward from page 2
Brought down from above
Total carried to Summary
GIKUMENE MKT
2,165,920.00
613,600.00
2,779,520.00
2
ITEM
DESCRIPTION
QTY
UNIT
RATE
SHS.
9
CM
12,000
108,000.00
ELEMENT NO. 2
R. C. SUPERSTRUCTURE :Reinforced concrete (1:2:4) as described to :A.
Columns
High Tensile Reinforcement Bars to B. S. 4461 including
cutting, bending and all necessary spacer blocks :
(Provisional) :-
900
B.
12 mm diameter
270
KG
130
35,100.00
C
8 mm ditto
405
KG
130
52,650.00
D.
8 mm ditto
225
KG
130
29,250.00
171
SM
400
68,400.00
Sawn formwork as described to :E
Sides of columns
Total carried to Summary
GIKUMENE MKT
293,400.00
3
ITEM
DESCRIPTION
QTY
UNIT
RATE
SHS.
420
SM
1,400
588,000.00
ELEMENT NO. 3
WALLING
Machine cut stone or other equal and approved walling in
Cement : sand ( 1:4 ) mortar :A.
200 mm thick boundary wall including placing pole lamps after
every alternate column; neat horizontal and vertical key
pointing to internal and external sides of walling.
Precast Concrete
B.
275 x 50 mm thick pre-cast concrete coping bedded and
jointed in cement : sand ( 1:4 ) mortar.
200
LM
600
120,000.00
C.
350 x 350 x 50 mm thick column ditto
68
NO
500
34,000.00
D
Excavate 5000x1500x12000mm deep external pit latrine,
cover it with reinforced concrete slab overall size 6000X2000,
and put up 2700mm high masonry structure roofed with mono
pitch IT5 roof cover laid on timber trusses. Walls shall be
finished with plaster and tiles as specified by the architect.
2
item
Total carried to Summary
GIKUMENE MKT
200,000
400,000.00
1,142,000.00
4
ITEM
DESCRIPTION
QTY
UNIT
Mild steel entry and exit gate size 6000 x 2100 mm high in two
equal openable leaves including support wheels and runners
comprising 100 x 50 mm rolled hollow section frame all round
and cross bracing of 100 x 50 mm RHS middle rail. 50 x 25
mm vertical support bars at 150 mm centre spacing including
all hinges, fixing lugs and painting.
4
NO
101
SM
RATE
SHS.
ELEMENT NO. 4
GATES
Steel Gate
A.
75,600
302,400.00
Painting and decoration
B.
Prepare and apply two undercoats and one coat of gloss oil
paint to surface of metal
Total carried to Summary
GIKUMENE MKT
300
30,300.00
332,700.00
5
ITEM
DESCRIPTION
QTY
UNIT
RATE
SHS.
SUMMARY
1
Substructure
2
Reinforced Concrete Superstructure
3
Walling
4
Gates
TOTAL FOR BOUNDARY WALL CARRIED TO GRAND
SUMMARY
GIKUMENE MKT
2,779,520.00
293,400.00
1,142,000.00
332,700.00
4,547,620.00
6
PROVISIONAL AND PRIME COST SUMS
GIKUMENE MKT
ITEM
DESCRIPTION
QTY
UNIT
RATE
SHS. CTS.
P.C. AND PROVISIONAL SUMS
Electrical Installations
A. Provide the P.C. Sum of Kenya Shillings Two Hundred Thousand
(Kshs. 200,000.00) only for Electrical Installations.
SUM
200,000 00
SUM
100,000 00
SUM
200,000 00
Project Management
B
Allow for Contigency Sum of Kenya Shillings One Hundred
Thousand (Kshs. 100,000.00) only for project management.
Contingency
C
Allow for Contigency Sum of Kenya Shillings Two Hundred
Thousand Only (Kshs. 200,000.00) only.
TOTAL FOR P.C. AND PROVISIONAL SUMS CARRIED
TO GRAND SUMMARY
PCPS/1
GIKUMENE MKT
500,000 00
GRAND SUMMARY
GIKUMENE MKT
BILL
NO.
DESCRIPTION
PAGE
CONTRACTOR SHS.
CTS.
OFFICIAL
SHS. CTS.
CTS.
PROPOSED CONSTRUCTION OF BOUNDARY WALL AT
GIKUMENE MARKET
GRAND SUMMARY
1
Particular Preliminaries
200,000
00
2
General Preliminaries
200,000
00
3
Trade Preambles and Pricing Notes
4
Builder's Work : BOUNDARY WALL
4,547,620 00
• BOUNDARY WALL
5
PCPS/1
P. C. and Provisional Sums
SUB TOTAL 1
5,447,620 00
ADD 16% VAT
871,619 00
TOTAL ESTIMATE FOR BUILDER'S WORKS CARRIED
TO FORM OF TENDER
6,319,239 00
CONTRACTOR
………………………………………………………………………
Signature ………………………………
Address ………………..……….
Official stamp……………………………………
EMPLOYER
Name of Employer ……………………………………………………………………………….
Signature ………………………………
Address ………………..……….
GS/1
GIKUMENE MKT
500,000 00