BOQ& SPECIFICATION FOR DIFFUSED LIGHT STORE
Re Description Unit Qty Rate Amount
A.Sub Structure
1.Excavation and Earth W
Clear the site to remove the top soil to an average depth of 20cm. The site
1.1 clearance shallinclude cutting and uprooting of trees on the site (site clearance m2 132
2m away building on every side 36.25 4,785.00
1.2 Excavate to an average depth of 50 cm m3 28.08 285.81 8,025.54
Back fill with good dry selected material under hard core,around stone masonery
1.3 12.48
trench if the site soil type is black cotton,ram in layers not exceeding 20cm thick.
m3 500.00 6,240.00
Cart away surplus excavated material if the site soil type is black cotton and
1.4 deposit at adistance not exceeding 1km from out of the site,if not 0.5km is 15.6
enough. m3 123.24 1,922.54
25cm thick basaltic or equivalent stone hard core well rolled,consolidated and
1.5 68.56
blinded with crushed stone.
m2 526.26 36,080.39
2. Masonry Work -
50 cm thick basaltic or equivalent stone masonry foundation wall below
2.1 6
NGL,bedded and jointed in cement mortar 1:4. m3 5,800.00 34,800.00
40 cm thick hard trachytic semi dressed stone masonry foundation wall with an
2.2 average height of 40cm above Natural ground level,bedded and jointed in 9.91
cement mortar 1:3. m3 5,900.00 58,469.00
50cm thick trachytic or equivalent well dressed stone masonry above ground
2.3 level and ramp infront of the door with a size of 1.5m bedded in cement mortar 6.5
(1:3) In full joints. m3 5,900.00 38,350.00
3. Co ncrete Work -
Concrete In 10cm thick of concrete quality C-20,320 kg cement/m3 of
concrete,evenly spread. -
a) Over Hard core of the floor area. m3 5.54 11,580.00 64,153.20
b)Over Hard core of the foundation. m3 1.2 11,580.00 13,896.00
concrete,classC-25,365kg cement/mof concrete,filledintoformwork and vibrated
around errected posts as per the drawing..Formwork measured separately.
-
a) In foundation arround EU pole posts m3 0.95 12,000.00 11,400.00
4.Form Work -
Provide,cut and fix in position sawn zigba formwork or equivalent
4.1 -
a) To foundation post m2 18 438.01 7,884.18
Sub total-A 286,005.85
B.Super Structure -
5.Walling. -
Supply and fix galvanized or stainless steel crimpled wire mesh,wire diameter
2mm thick &2m hight ,wire mush nailled ,and fixed to diagonally posted purlins.
The engineer need to approve the sample prior of installation.
5.1 m2 60 550.00 33,000.00
Supply & instal of G-28 CIS fixed to purlins with doomed nails with1.0 m high
5.2 as per the specified drawing. m2 43.5 1,100.00 47,850.00
Supply,assemble and fix in position diameter 12cm thick eucalyptus for verticly
errected coloumn posts with 1.5 mts spacing & casted with concrete mix of 10
cm dia arround the post & 90 cm depth inside mosonary wall for CIS wall of
development length 3.50m price shall include the application of three coats and
5.3 external anti-termite treatment. ml 119 170.00 20,230.00
Supply,assemble and fix in position 8cm eucalyptus pole layed to horizontal
projection tighten with doomed nail to vertical member posts at 150 cm spacing
5.4 to strength it. ml 134 150.00 20,100.00
Suplly & lay to horizontal projection of 7x5 cm purlins posted to Vertically
errected polesm with domed nails & CIS will be posted to purlin with doomed
5.5 nails.and the spacing of purlin will be 0.9m. ml 140 120.00 16,800.00
Suply & lay Dia 12cm Eucalyptu for top tie beam,post that carry the rafter &
5.6 posts,tighted & fixed with 6mm diameter plain bar. ml 30 200.00 6,000.00
6. Roofing -
G-28 galvanized corrugated iron sheet roofingzigba purlins at c/c 90cm with
fixed to 5x7cm dome Headed nails and plastic washer.Whichare fixed to
m2
Structural trusses, Ø 12 cm upper &lower chord & 10 cm vertical & diagonal
internal members eucalyptus trusses.
6.1 85 1,649.58 140,214.30
G28 iron sheet metal for roof gutter.Development length 33cm secured to fascia
board,wooden post with metal straps nailed with dia 6mm,40mm thick piyato,
ml
use 110mm UPVC elbow 90 degree PN 16 & complete with all the necessory
6.2 accessories, 17 1,100.00 18,700.00
Supply & fix 110mm diameter UPVC down pipe pN 16 approved quality
secured to wooden post with metal straps, & complete with all the necessory
accessories that feed storm water from gutter to pavement. Cost includes all ml
materials for proper fixing to wall, other materials and labor needed to complete
the work for all proper functioning (to the satisifaction of the client or engineer).
6.3 24 280.00 6,720.00
6.4 Supply and fix 25cmx 0.25 cm karara fascial board ml 17 637.76 10,841.92
-
7 Carpentry work for roofingl -
All structure truss members shal be in seasoned eucalyptus wood and painted
two coats of anti termite solution and shall be tight fixed with top Eucalyptus tie
beam with 6mm diameter plain bar. -
diam 12 cm thick eucalyptus truss upper and lower chord based on the given
ml
7.1 drawing 120 300.00 36,000.00
diam 10 cm thick eucalyptus truss diagonal and vertical member based on the
ml
7.2 given drawing 50 250.00 12,500.00
Supply andfixpurlinin zigba wood size 50x 70mm nailediintoeucalyptus truss
inclding three coars of anti-termite extemal treatment
ml 80 250.00 20,000.00
Sub total-B
388,956.22
8 Metal Work -
Metal door shallbefabricated from locally manufactured frame,38 mm.LTZ,(as
specified on the drawing)withthe necessary iron mongry,approved type of locks,
accessories and 3 coats of synthetic enamel paint.
8.1 -
a/Steel metal door,1.25mm,Type-DI,size 150*240cm No 1 15,000.00 15,000.00
9.Plastering -
Apply two coats of cement mortar plaster 1:3 to all exposed foundation masonry
9.1 wall m2 15 600.00 9,000.00
10.Paving.Flooring & Ditch works -
3cm thick cement sand screed flooring bedded in cement mortar of 1:3
ratio,price include forming 20x20cm square texture lined by stringe of the upper
10.1 serface of the flooring m2 56 500.00 28,000.00
Exponsion joint with 4x5 cm purlin layed 5 cm depth above hard core inside
concrete with 2 ms spacing both ways and will be layed during casting concret
10.2 over the hard core. m 14 200.00 2,800.00
Construct Semi Dressed Stone Pavement around the building 1.0m wide well
pointed,cemented with in 1:3 mix cement mortar round the store & must have a
minimum of 2% slope towards the half ditch for drain from building.
10.3 m2 34 500.00 17,000.00
Supply and lay precast Semi circular 30 cm diameter concrete pipe(Half
diameter concrete pipe) with 10 cm external joint for half ditch with masoiry to
support the pipe at the final edge around the building as directed by the Engineer
for external drainage system.Price includes excavation of trench,supplying and
spreading of red ash or selected material of minimum thickness 50mm below the
pipe & the ditch bed level should be well compacted before layingred
ash/selected material.
10.5 m 26 400.00 10,400.00
Sub total-C 82,200.00
11.Shelf construction -
Thedimensionsof one row shelf is,with a partiton at the center,and height of 2.5
meters two. Compartments: The inclusion of 96 boxes or compartments within
the shelf,each measuring 1 meter in length, I meter in width,and 0.7 meters in
height. This allows for organized storage and easy access to the potatoes when
needed. Vertical Poles: The use of vertical Eucalyptus poles with a diameter of
12 cm,erected at 1-meter intervals and The horizontal poles, with a diameter of
10 cm,nailed or fixed into the vertical poles at intervals of 0.7 meters at five
points, contribute to the overall strength and rigidity of the shelf. This ensures
that the compartments remain secure and stable.Potato Seat by wooden
tray:Laying 8cm EU pole with a length of 1meters,1m wide and 0.7m height at
the partion posted with horizontal bases nailed to the horizontal10 cm EU
poles .In addition construct EU pole of 8cm diameter for seating with no spacing
between them,and nailed to 12cm EU pole and also lay 8cm diameter of EU in
three layer of horizontal projection to 12 cm EU poles with no space for
protecting potato from rolling the shelf as per drawings.
ls 1 100,000.00 100,000.00
Sub total-D
100,000.00
Total cost 857,162.07
Vat 15%
128,574.31
Grand Total 985,736.39
