Total Carried to Summary at the End of Elements -
4/8/1
A
50mm diameter x 3mm thick mild steel hollow section handrail set on rake secretly welded to top of balusters Mild steel balustrade as described to Architect's details: Staircase
EXTERNAL FINISHINGS
ELEMENT NO. 9
BILL NO. 4
(measured separately)
M
12
-
B
Ditto horizontal ditto
M
1
-
C
Extra over for closed rounded end
No
4
-
D E
25mm diameter x 3mm thick mild steel hollow section raked middle rail and bottom rail welded to baluster Ditto for mitres
No
4
-
(measured separately)
M
24
-
F G 40mm diameter x 3mm mild stainless steel balusters 900mm high welded to top handrail, middle rail and bottom rails at 900mm centers; bottom end anchored in concrete Ditto horizontal ditto M 1 - treads (15 No.) Prepare and apply one undercoat and two finishing coats of gloss oil paint in accordance with manufacturer's instructions to: M 14 - H Mild steel surfaces (balustrade both sides) M2 22 - Total Carried to Summary at the End of Elements 4/9/1
PROPOSED CONSTRUCTION OF UGANDA
- REVENUE AUTHORITY HEADQUARTERS
BUILDINGS AT NAKAWA
PARKING TOWER BILL NO. 4 LEVEL 5 SUMMARY OF ELEMENTS
Element No. 2: Superstructure
Element No. 8: Internal Finishings
Element No. 9: External Finishings
-
-
-
Total Carried to General Summary -
S
Item A Excavate oversite average 150mm deep to remove top Site Clearance, Excavations and Earthworks SUBSTRUCTURE (ALL PROVISIONAL) ELEMENT NO. 1 BILL NO. 4 PARKING TOWER PROPOSED CONSTRUCTION OF UGANDA REVENUE AUTHORITY HEADQUARTERS BUILDINGS AT NAKAWA Description Unit Quantity Rate, UGX. Amount USHS
vegetable soil and remove from site
M2
2,343
-
B
Excavate to reduce levels
M3
4,686
-
C Ditto not exceeding 1.5M deep from reduced level
D Ditto 1.5M - 3.0M deep ditto
E
Excavate pit for Column base not exceeding 1.5M deep starting from the basement floor level
F
Ditto pit for Column base exceeding 1.5M but not exceeding 3.0m deep ditto
G
Ditto pit for Column base exceeding 3.0M but not exceeding 4.5m deep ditto
H
Ditto pit for Lift Shaft not exceeding 1.5M deep starting from the basement floor level
I
Excavate pit for retaining wall base not exceeding 1.5M deep starting from the basement floor level
J
Ditto pit for retaining wall base exceeding 1.5M but not exceeding 3.0m deep ditto
K
Ditto pit for retaining wall base exceeding 3.0M but not exceeding 4.5m deep ditto
L Extra over lift pit excavation for forming embarkments
M
Extra over excavation for breaking up rock
M3 3,514
M3 3,514
M3 555
M3 555
M3 370
M3 12
M3 549
M3 549
M3 366
M3 80
M3
10
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