1. No category

ITEM
DESCRIPTION
QTY
UNIT
RATE
SHS.
PROPOSED CONSTRUCTION OF BOUNDARY WALL AT
KK MARKET
BOUNDARY WALL
ELEMENT NO. 1
SUBSTRUCTURE ( ALL PROVISIONAL ) :A
Excavate trenches in normal soil forstrip footing not
exceeding 1.50 M deep from the ground level.
239
CM
500
119,500.00
B
Excavate trenches in normal soil for column bases not
exceeding 1.50 M deep from the ground level.
192
CM
500
96,000.00
C
Load, cart away and spread extra excavation material on sited
as directed by the Architect.
38
CM
100
3,800.00
393
CM
100
39,300.00
Filling
D
Return fill and rum selected excavated material to sides of
foundation walling.
Plain concrete ( 1:4:8 ) as described in :-
E
50 mm thick column bases
128
SM
250
32,000.00
F
50 mm thick foundation footing
160
SM
250
40,000.00
Reinforced concrete 1:2:4 as described in :G
Column bases
32
CM
12,000
384,000.00
H
Columns
6
CM
12,000
72,000.00
I
Strip footing
32
CM
12,000
384,000.00
Sawn formwork as described to :J
Sides of columns
99
SM
500
49,500.00
K
Edges of column bases 150 - 225 mm girth
173
LM
113
19,462.50
L
Sides of columns
36
SM
500
18,000.00
Sides of strip footing
106
SM
113
11,925.00
319
SM
1,400
446,600.00
WALLING
Machine cut stone or other equal and approved walling in
Cement : sand ( 1:4 ) mortar :M
200 mm thick boundary wall including neat horizontal and
vertical key pointing internally and externally
Total carried to collection
1,716,087.50
K.K Market
Boundary wall and civil works
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] :-
7000
A
12 mm diameter
2100
KG
150
315,000.00
B
10 mm diameter
3150
KG
150
472,500.00
C
8 mm diameter
1400
KG
150
210,000.00
350
KG
150
52,500.00
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
1,050,000.00
COLLECTION
Carried forward from page 2
1,716,087.50
Brought down from above
1,050,000.00
Total carried to Summary
2,766,087.50
K.K Market
Boundary wall and civil works
2
ITEM
DESCRIPTION
QTY
UNIT
RATE
SHS.
11
CM
12,000
132,000.00
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) :-
1100
B.
12 mm diameter
330
KG
150
49,500.00
C
10 mm ditto
495
KG
150
74,250.00
D.
8 mm ditto
275
KG
150
41,250.00
227
SM
400
90,800.00
Sawn formwork as described to :E
Sides of columns
Total carried to Summary
387,800.00
K.K Market
Boundary wall and civil works
3
ITEM
DESCRIPTION
QTY
UNIT
RATE
SHS.
559
SM
1,400
782,600.00
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 poe lamps after
every 3meters, neat horizontal and vertical key pointing
internally and externally
Precast Concrete
B.
275 x 50 mm thick pre-cast concrete coping bedded and
jointed in cement : sand ( 1:4 ) mortar.
266
LM
800
212,800.00
C.
350 x 350 x 50 mm thick column ditto
90
NO
1,000
90,000.00
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
200,000
400,000.00
1,485,400.00
K.K Market
Boundary wall and civil works
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
300
30,300.00
332,700.00
K.K Market
Boundary wall and civil works
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
2,766,087.50
387,800.00
1,485,400.00
332,700.00
4,971,987.50
K.K Market
Boundary wall and civil works
6
CIVIL WORKS
PROVISIONAL AND PRIME COST SUMS
K.K Market
Boundary wall and civil works
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
K.K Market
Boundary wall and civil works
500,000 00
GRAND SUMMARY
K.K Market
Boundary wall and civil works
BILL
NO.
DESCRIPTION
PAGE
CONTRACTOR SHS.
CTS.
OFFICIAL
SHS. CTS.
CTS.
PROPOSED CONSTRUCTION OF BOUNDARY WALL AT
KK MARKET
GRAND SUMMARY
1
Particular Preliminaries
300,000
00
2
General Preliminaries
300,000
00
3
Trade Preambles and Pricing Notes
4
Builder's Work : BOUNDARY WALL
• BOUNDARY WALL
4,971,988 00
• CIVIL WORKS
1,100,000
PCPS/1
• PC & PROVISIONAL SUMS
500,000 00
SUB TOTAL 1
7,171,988 00
ADD 16% VAT
1,147,518 00
TOTAL COST OF THE WORKS CARRIED TO FORM OF
TENDER
8,319,506 00
CONTRACTOR
………………………………………………………………………
Signature ………………………………
Address ………………..……….
Official stamp……………………………………
EMPLOYER
Name of Employer ……………………………………………………………………………….
Signature ………………………………
Address ………………..……….
GS/1
K.K Market
Boundary wall and civil works