To collection of Day works COLLECTION LABOUR MATERIALS PLANT TOTAL CARRIED TO GRAND SUMMARY 5/7 Item DEMOLITIONS GENERAL SUMMARY OF LEVELS BILL NO. 4 PARKING TOWER Description PROPOSED CONSTRUCTION OF UGANDA REVENUE AUTHORITY HEADQUARTERS BUILDINGS AT NAKAWA Unit - C - - - - Quantity Rate Amou USH -
LEVEL 1
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LEVEL 2
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LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
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Item Reinforced insitu concrete grade 25 as described in:- The prices for the following ready-mix concrete by a supplier with capacity of not less than 250M3 placement per day are to include for filling into formwork, well vibrating and packing around rod reinforcement (measured separately) R.C SUPERSTRUCTURE ELEMENT NO. 2 BILL NO. 4 PARKING TOWER PROPOSED CONSTRUCTION OF UGANDA REVENUE AUTHORITY HEADQUARTERS BUILDINGS AT NAKAWA Total Carried to Grand Summary Description Unit Quantity SHS. Rate, UGX. - A Beams M3 215 B Upstand beams M3 30 C Columns M3 24 D 250mm thick lift shaft wall
E 250mm thick wall
F 200mm thick shear wall
G
175mm thick suspended solid slab with approved hardener, mechanically floated
Reinforcements High tensile steel bar reinforcement to BS 4461
H Bars up to and including Y 32
Steel formwork to form fair faces as described to:-
J Sides and soffites of beams with chamfered edges
K Soffites of suspended slab
L Sides of upstand beams with sloping edges
M Sides of wall
N Sides of columns
P Sides of shear wall
Q Sides of lift shaft wall
M2 25
M2 45
M2 32
M2 2,547
Kg 122,949
M2 2,101
M2 2,547
M2 304
M2 91
M2 197
M2 65
M2 49
Total Carried to Summary at the End of Elements 4/2/1
BILL NO. 4
ELEMENT NO. 4 EXTERNAL WALLS Solid concrete blockwall in cement mortar (1:4) reinforced with one layer of 25mm wide x 16 gauge hoop iron built into every second course and laped 300mm at joints and intersections and carried at least 115mm into abutting walls in:
A 200mm thick wall
M2 177