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Public Toilet Construction Plan

The document provides a bill of quantities for the construction of a ground type public toilet building in Bishishe. It includes items for earthworks, structural works like stone masonry foundations and formwork, reinforced concrete works for elements like floor slabs, columns and beams, hollow block wall construction, and reinforcement bars. The total estimated cost will be calculated after quantifying the materials, labor, and equipment needed for each item.

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Esmael Dawud
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0% found this document useful (0 votes)
107 views39 pages

Public Toilet Construction Plan

The document provides a bill of quantities for the construction of a ground type public toilet building in Bishishe. It includes items for earthworks, structural works like stone masonry foundations and formwork, reinforced concrete works for elements like floor slabs, columns and beams, hollow block wall construction, and reinforcement bars. The total estimated cost will be calculated after quantifying the materials, labor, and equipment needed for each item.

Uploaded by

Esmael Dawud
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
You are on page 1/ 39

LOT-2

Lot-12. Summary of Constructon Ground Type Public & Communal Toilet Building
Amount
Total
Bill No Description NO
Amount
ETB
General items for Public Toilets 4
A Ground Construction Public Toilet with Shower 2
Type III - Ground public toilet with Shower building 1
1 Ginjo New Market 1
B Type II - Ground public toilet with Shower building 1
1 Ginjo(Bishishe) 1
C Type II-Ground Communal toilet with Shower building 2
1 Kochi Clinic ongoing 1
2 Hermata 1
Total
Rebate of (_____%)
Total After Rebate
VAT 15%
Grand Total with VAT 4
Bill No. 1. 1 General items for Communal & Public Toilet
Client: Jimma Town water supply & Sewerage Service Interprize
Total
Unit Rate
Item No. Description Unit Qty Price
(ETB)
(ETB)
1 General
1.1 Allow for mobilization and demobilization L. Sum 1 - -
Establishment of contractor's offices, stores, canteens and other
1.2 facilities; mobilization of equipment, plant and manpower etc. L. Sum 1 - -
and removal and demobilization after completion of the project
2 Services - -
2.1 Provision and maintenance of safety equipment for the engineer P. Sum 1 - -
2.2 Provide operation and maintenance data manuals L. Sum 1 - -
2.3 Provisional sum for miscellaneous work ordered by the Engineer P. Sum 1 - -

Provide office, office furniture and office equipment for


2.4 L. Sum 1 - -
supervisor's representative
Maintain office and equipment for supervisor's representative
2.5 L. Sum 1 - -
including utilities and services
2.7 Provide construction sign post for project identification No 5 1 - -
ElectriTown, water, telephone, and other utility bills for the
2.80 P. Sum 1 - -
supervisor's office
3 Miscellaneous - -
3.1 Provide as-built drawings as specified Set 3 1 - -
Day work as per the instruction of the Engineer, detail of the day
3.3 P. Sum 1 - -
work schedule is given in the appendix of the tender document.
Total of Bill No. 1.1 Carried to Summary -
: Type II - Ground type public toilet building(Bishishe)
Unit Amount
Rate
Bill No. Description Unit Quantity ETB ETB
A Building
1 Earth works
1.1 Clearing and stripping of the construction area to remove
vegetative material and top soil to a depth of 20 cm, which
includes clearing of bushes and trees, boulders etc. all are
according to the specifications
m2 215
Bulk excavation for foundation wall in ordinary and soft rock
1.2 formation to a depth of 120cm from stripped ground for footing m3 222 -
pad.
1.3 Ditto, item 1.2, but for soft rocks m3 30 -
1.4 Ditto, item 1.2, but for hard rocks m3 15 -
1.5 Excavation of ordinary soil to column footing, masonry floor
foundation, back fill area under hard core and termite apron
around the building to formation level on completion. m3 107.5
1.6 Provide, fill and compact selected granular material under hard
core to floor 0.50m depth and working space of masonry
foundation and column footing m3 40.5
1.7 Excavation of ordinary soil for pavement and drainage around the
building m3 21.7
Load and cart away surplus excavated material and deposit to a
1.8 recommended place with the Municipality recommended m3 285 -
dumping site.
Sub-Total
2 Structural works
2.1 Stone masonry work
2.1.1 Provide and fill hard core with hard basaltic or equivalent stone to
a finished thickness of 250mm, well compacted and blinded with
crushed stone m3 28.3
2.1.2 Supply and construct a 0.50m thick and 1.50m depth roughly
dressed stone masonry foundation walls bedded in cement mortar
under grade beam m3 54
2.1.3 Stone pavement and termite apron around the building 1m wide
with 0.25m thick cemented pitching hard core on 0.10m thick red
ash bedding and laid to 25mm fall m3 28
2.1.4 Compacted gravel underneath concrete pavement in termite apron
around the building m3 7.9
Sub-Total
2.2 Form work
To provide cut and fix in position smooth finish formwork to
column footing, column, grade beam, top tie beam,roof slab,
suspended slab and lintel
2.2.1 Column footing and Pad m2 57 -
2.2.2 Column m2 80 -
2.2.3 Grade beam m2 36 -
2.2.4 Top tie beam m2 53 -
2.2.5 Lintel m2 2 -
2.2.6 Roof slab m2 48 -
2.2.7 Suspended slab m2 10 -
Sub-Total
2.3 Concrete work
Price shall include concreting material costs (cement, sand and
aggregate) and all necessary costs to fulfill the task.
Mass concrete class C-20 to pavement around the building with
2.3.1 m3 7 -
10cm thickness
Reinforced concrete class C-20 to floor slab with thickness of
2.3.2 m3 11 -
15cm
2.3.3 Reinforced concrete class C-25 to -
2.3.3.1 Roof Concrete to make slope with thickness of 15cm m3 9 -
2.3.3.2 Column Footing m3 10 -
2.3.3.3 Column m3 6 -
2.3.3.4 Grade beam m3 7 -
2.3.3.5 Top tie beam m3 6 -
2.3.3.6 Lintel m3 2 -
Subtotal carried to summary -
2.4 Block work
2.4.1 Supply and Construct (200 X 200 X 400)mm thick hollow block
wall uniform to fixture and free of cracks in cement mortar 1:3 m2 247.8
2.4.2 Ditto, but inner partition (150 X 200 X 400)mm m2 49.2
2.4.3 Ditto, but inner partition (100 X 200 X 400)mm m2 16.9
2.5 Reinforcement bars
Provide, cut, bend and fix in position reinforcement steel bar to
column footing, column, ground slab, grade beam, top tie beam
and lintel
2.5.1 8mm diameter kg 872.05
2.5.2 10mm diameter kg 29.86
2.5.3 12mm diameter kg 397.68
2.5.4 14mm diameter kg 695.17
2.5.5 16mm diameter kg 627.23
2.6 Carpentry work
2.6.1 Supply, assemble and fix in position eucalyptus roof truss 10cm
to 12cm diameter, includes the application of three coats and
external anti-termite treatment m 364.6
2.6.2 Supply and fix purlin in zigba wood size of 50mm x 70mm
nailed into eucalyptus truss including three coats of anti - termite
external treatment m 65.4
2.6.3 Supply and fix zigba wood ceiling button m2 45.45
2.6.4 Supply and fix 8mm thick chipwood ceiling fixed to 50x40 mm
zigba battens m2 45.45
2.7 Roofing
2.7.1 Supply and fix roof cover in EGA 500 fixed into zigba wood
purlin with dome headed galvanized nails m2 76
2.7.2 Supply and fix edge gutter formed in G-28 flat galvanized metal
sheet including support brackets 1mm thick shaped steel plate
spaced at a maximum spacing of 1500 mm c/c and fixed to purlin
- price includes metal primer and two coats of synthetic enamel
paint
m 10.9
2.7.3 Supply and fix down pipe formed in PVC pipe including support
brackets 1mm thick shaped steel plate spaced at a maximum
spacing of 1500 mm c/c and fixed to purlin - price includes metal
primer and two coats of synthetic enamel paint
m 21.12
2.7.4 Supply and fix back wall and end rafter cover G-28 flat sheet
coping with development length 85cm properly fixed with dome
headed galvanized nails m 18.96
2.8 Doors and windows
2.8.1 Supply and fix framed aluminum door size of 0.9m width and
2.65m height, and covered with aluminum panel, cylinder locks No. 4
are also available complete including painting
2.8.2 Supply and fix framed aluminum internal doors size of 0.9m
width and 2.10m height at with profile cut and fix along the entire
line of contact and covered with veneer with their standard finish No. 9
colors, cylinder locks are also available complete including
varnishing, 5mm clear glass
2.8.3 Ditto, but 0.70m width and 1.95m height No. 14
2.8.4 Supply and fix framed aluminum window size of 1.95m width
and 0.5m height at rear side with profile cut and welded along the
No., 6
entire line of contact and covered with 3mm aluminum sheet with
5mm thick glass to window complete including painting
2.8.5 Ditto, but 1.9m width and 0.8m height No. 2
2.8.6 Ditto, but 5.8m width and 0.8m height No. 2
2.8.7 Ditto, but 0.7m width and 0.5m height No. 2
2.8.8 Ditto, but 1.4m width and 0.8m height No. 2
2.8.9 Ditto, but 3.8m width and 0.8m height No. 2
2.8.10 Ditto, but 0.73m width and 2m height No. 2
2.9 Electrical Installation
2.9.1 Distribution board (DB), flush mounted with lockable door
consisting of :
-          3pc ACB of 10A, 1-PH
-          2 pc ACB of 16A, 1-PH
-          1 pc ACB of 25A, 1PH +N
and with all necessary accessories. Set 1
2.9.2 Light points with switches, fed through PVC insulated Cu 2x2.5
mm2 conductor laid in Φ 13,5 mm PVC conduits. No 16
2.9.3 Flush mounted socket outlets of 16A, 1-PH, 220V, 50Hz, fed
through cu 3x2.5mm2 cable (laid along the truss on the roof) and
in Φ 16 mm PVC conduits in the wall.
No 3
2.1 Light fittings with lamps
2.10.1 Water and dust proof ceiling type energy saving luminaries, type
Phillips TMS 012/1.40 or equivalent with 1x13w lamp. No 12
2.10.2 Energy saving luminaries type Siemens 5NL 510/3 or equivalent,
with 1x13W incandescent lamp. No 4
2.11 Sanitary works
Note: All fixtures which specified below are subjected to the
owner's or consultant's approval, based on samples,
catalogues and brochures presented by the contractor.
2.11.1 Supply and fix hand wash basin , made of white vitreous China,
with pedestal, Ethiopian/British standard, size 500 x 400 mm.
complete with plug approved quality chrome plated self-closing
tap, chrome plated chain holder, P-smell trap connection pipe,
standard bracket and all accessories .
No. 13
2.11.2 Supply and fix adjustable hand wash basin for disable, made of
white vitreous China, with pedestal, Ethiopian/British standard,
size 500 x 400 mm. complete with plug approved quality chrome
plated self-closing tap, chrome plated chain holder, P-smell trap
connection pipe ,standard bracket and all accessories .

No. 1
2.11.3 Supply and fix peninsular water closet for disabled, of wash
down action, floor mounted, bottom outlet (floor drainage),
flat-topped close coupled cistern providing a back rest and a
colostomy changing surface for standing users, made of white
vitreous China , Ethiopian/British standard complete with
vertical grap rails, drop down support rails and all the necessary
accessories.
No. 2
2.11.4 Supply and fix Turkish type water closet, of enameled cast
iron ,approved quality, complete with trap and enameled cast
iron cistern and all the necessary accessories. No. 4
2.11.5 Supply and fix enameled cast iron shower tray, approved standard
and quality, complete with chrome plated flexible shower head,
smell trap, chrome plated mixer and all the necessary accessories.
Size 700 x 700 mm
No. 2
2.11.6 Supply and fix single tubular chrome plated swing pattern towel
rails, with chrome plated fastening screws, complete with all
accessories No. 2
2.11.7 Supply and fix crystal glass mirror, splash backs, with copper
back protected size 500mm x 400mm Complete with all the
necessary accessories. No. 6
2.11.8 Supply and fix toilet paper holder, of approved quality, made of
white vitreous China, complete with all the necessary accessories.
No. 6
2.11.9 Supply, lay and connect diameter 15mm Galvanized steel pipes
for cold and hot water supply for internal & external distribution
system, and roof tank feeding pipe complete with all the
necessary accessories. The pipes shall comply with medium gage
having threaded ends that comply to the requirement of BS 1387
and BS 21. Unit price shall include all the necessary assistance to
the installation works. The installation shall be tested at a pressure
of 10kgf/cm2
ml 9
2.11.10 Ditto Item No 2.11.9 but 20mm diameter ml 9
2.11.11 Ditto Item No 2.11.9 but 25mm diameter ml 5
2.11.12 Ditto Item No 2.11.9 but 32mm diameter ml 16
2.11.13 Ditto Item No 2.11.9 but 40mm diameter ml 6
2.11.14 Supply and fix chrome angle valves , of approved standard,
before hand wash basin, water closets, urinals and other fixtures.
complete with unions, elastic water proofing, hand wheels of
normal quality and with all other necessary accessories. Diameter
15 mm
No. 14
2.11.15 Supply and fix bronze gate valves (PN 16 ), diameter 20mm, of
approved standards, on pipe lines above ceiling, internal branch
water pipes and pipe inlet to building of the following sizes and
as where shown on the drawing complete with all the necessary
accessories
No. 2
2.11.16 Ditto as item No 2.11.15 but diameter 32mm No. 1
2.11.17 Ditto as item No 2.11.15 but diameter 40mm No. 1
2.11.18 Ditto as item No 2.11.15 but diameter 50mm No. 1
2.11.19 Supply, lay and connect 50mm diameter uPVC pipes (PN 4) for
foul water collection and drainage system. The pipes should be
supported with galvanized clips screwed to slab, beam, columns
etc at every joints, bends and at 0.5meters interval in straight line
and all exposed pipes shall be painted with UV reflective oil
paint, similar to the walls, slabs, beams etc it is fixed on &
complete with all necessary fittings and clean out. The pipes,
accessories, fittings & method of welding shall comply with the
requirement of BS 5481or equivalent Institution. Unit price shall
include all the necessary assistance to the installation works.

ml 32
2.11.20 Ditto Item No 2.11.19, but 110mm diameter ml 16
2.11.21 Supply and fix Diameter 110mm uPVC Vent Caps No 2
2.11.22 Supply and fix Diameter 110mm uPVC (PN6) Down pipes with
mass concrete support at ground level & complete with UV
reflective oil painting, basket strainer at inlet, galvanized clips at
every 0.5 meters interval and all accessories
ml 8
2.11.23 Supply and fix development length 750mm gutter made of gauge
28 flat metal sheet, with galvanized iron strap supports every
1000mm complete with all accessories. Provide 0.5% slope
towards down pipes
ml 23
2.11.24 Supply and fix 5m3 fiber glass roof tank made out of approved
quality material (used for drinking water). The tank shall have
diameter 32mm inlet with bronze gate valve, diameter 63mm
outlet with bronze gate valve, diameter 32mm approved quality
float valve, diameter 63mm drainage bronze gate valve, diameter
63mm over flow valve with stainless steel strainer at the out let
diameter 80mm uPVC vent pipe with cape
No. 1
2.11.25 Supply and Fix cast iron floor drain , diameter 80mm complete
with all the necessary accessories. No. 2
2.11.26 Construct urinal trough, size 280 *40 cm (L*W), made out of 10
cm thick reinforced concrete (C-25), with reinforcing bar
dia.8mm c/c 150cm both ways, over a brick wall of 25 cm thick
and 80cm.height. The trough shall be lined with approved quality
ceramic tiles, and the price shall include approved quality long
shank wall faucet, smell traps, and all the necessary accessories.
Construction shall be done in accordance with the detail drawing.

No 1
2.12 Finishing work
Includes all surface pre-cleaning, polishing and cleaning at
the end of finishing
2.12.1 Screed in cement mortar to floor slab m2 160
2.12.2 Apply three coats of plaster and one coat of tyrolean rendering to
external walls m2 216.18
2.12.3 Apply two coats of plaster to internal walls m2 464.52
2.12.4 Painting plastered surfaces with one coat of sealer and two coats
of emulsion paint m2 464.52
2.12.5 Ditto, but ceiling m2 65
2.12.6 Ceramic floor tile thickness 10mm bedded with cement mortar of
(1:3) to all floors of Toilet, shower, Janitor, Reception, Store
walls. Price includes cement mortar bed and white cement
grouting.
m2 160
2.12.7 Ceramic wall thickness 10mm bedded with cement mortar of
(1:3) to all floors of Toilet, shower, Janitor, Reception, Store
walls. Price includes cement mortar bed and white cement
grouting.
m2 186.85
2.12.8 Supply and fix Marble tile on floor, t=3-4Cm ( Lobby ) m2 27
7 .Water supply system -
Supply, install, test disinfect and commission 5m3 plastic water
tank on the roof slab and the price shall includes pipes fittings,
7.1 pcs 1 -
tanker Nipples gate valve, float valve, ventilation, chiseling,
plastering and any other necessary works for installation.
Supply, install, test disinfect and commission PPR, made of or
7.2 1equivalent product water supply lines and the cost shall includes'
any fitting required for installation like elbow, union, socket, gate
-
valve, female adaptor, male adaptor and so on.
Dia 32mm PPR pipe ml 20 -
Dia 25mm PPR pipe ml 42 -
Dia 20mm PPR pipe ml 36 -
ditto but dia 32mm HDPE pipe ml 20 -
Supply and install approved quality bronze gate valve pipe line
branch with following sizes and the cost shall includes fixing
7.3 -
necessary materials and the material shall be RAK or equivalent
product

J
Diam 25mm pcs 8 -
Dia 20mm pcs 18 -
Supply and install approved quality faucet for hand washing
7.4 basin having diameter of 20mm and shall be product of Thailand pcs 6 -
SANWA or equivalent product
8 Storm water and waste drainage works -
supply and install waste line approved UPVC materials and the
8.1 price shall includes fitiitngs and any necessary fixing -
works/materials.
Dia 50mm ml 25 -
Dia 80mm ml 15 -
Dia 110 mm ml 40 -
Supply and install 300mm half ditch pre cast concrete around the
8.2 ml 39 -
building for storm water drainage

B Septic tank (20m3)


1 Earth works
1.1 Excavate of dark gray silty sand with some clay to floor
foundation to formation level not exceeding 1.5m. m3 50
1.2 Excavate of dark gray silty sand with some clay to floor
foundation to formation level over 1.5m not exceeding 3.0m. m3 50
1.3 Provide, fill and compact selected granular material at back wall
and working space m3 61
1.4 Disposal of surplus in spoil tips m3 100
2 Structural works
2.1 Form work
To provide cut and fix in position normal finish formwork Type
"F3" to bottom slab, to Wall (inspection hall) and cover slab and
to Suspended slab
2.1.1 Bottom slab m2 4
2.1.2 Wall (inspection hall) m2 12
2.1.3 Suspended slab m2 8
2.2 Concrete work
2.2.1 Lean concrete class C-5, 75mm thick under floor foundation m2 1
2.2.2 Reinforced concrete class C-20 to
2.2.2.1 Bottom slab. m3 3
2.2.2.2 Wall (inspection hall) m3 1
2.2.2.3 Suspended slab m3 2
2.2.3 Pre cast Rc Concrete elements inspection hall cover including
diameter 6mm steel bar c/c 20cm both ways. Size 70x70x6cm m3 3
2.3 Masonry work
2.3.1 Stone walls In cement mortar, including two coats of plastering m3 22
2.3.2 Hollow concrete block wall in cement mortar, 15cm thick both
face for plaster m² 10
2.4 Reinforcement bars
Provide, cut, bend and fix in position reinforcement steel bar to
bottom slab, to Wall (inspection hall) and cover slab and to
Suspended slab
2.4.1 6mm diameter kg 7
2.4.2 8mm diameter kg 200
2.4.3 10mm diameter kg 60
2.5 Plastering
2.5.1 Provide and apply two coats of plaster in cement mortar to
internal surface of
2.5.1.1 Stone masonry wall surface m2 43
2.5.1.2 Hollow concrete block wall surface m2 20
2.5.2 Fine Coat Cement Plaster
2.5.2.1 Plastered surface m2 63

3 Sanitary installation - pipe work


3.1 T-shape PVC pipe size, diameter 15cm No 2
3.2 Elbow size, diameter 15cm No 2
3.3 Sanitary Site work
All water supply pipes shall be tested two times the working
pressure or 50 meters head, which ever is greater and shall be
flushed and disinfected with chlorine. Provide 500mm thick
granular materials such as red ash, coarse sand, aggregate,
selected materials, etc, around the vertical walls of the
manholes , catch pits , valve box. All pipes, valves and fittings
shall satisfy Ethiopian Standards

3.3.1 Supply lay and connect 25 mm diameter (internal dimension)


galvanized steel pipes for cold water supply system to roof tank.
Complete with all the necessary connecting pieces such as bends,
Ys, Ts, reducers, nipples, unions, hangers & supporters (if any)
etc. Unit price shall include, disinfection of the pipes, excavation
of trench (minimum 40cm), back fill with selected material,
compacting, with bedding of 15cm thick mass concrete at roads
and all the necessary assistance to the installation works etc. The
installation shall be tested at a pressure of 10kg/cm2

ml 30
3.3.2 Ditto as item No 3.3.1 but diameter 32mm ml 1
3.3.3 Ditto as item No 3.3.1 but diameter 50mm ml 1
3.3.4 Ditto as item No 3.3.1 but diameter 65mm ml 1
3.3.5 Supply and lay diameter four inch (160mm) uPVC pipes,
thickness 3.2-3.8mm, for foul water collection and drainage
system complete with all the necessary accessories. The uPVC
pipes, accessories, fittings and welding shall comply with the
requirement of BS4514 or DIN8062 or equivalent Institution.
Unit price shall include all the necessary assistance to the
installation works. Excavation depth up to 1.5m
ml 45
3.3.6 Ditto Item No 3.3.5, but excavation 2.5m ml 1
3.3.7 Ditto Item No 3.3.6, but 160mm diameter and with protection
cover of 15cm thick mass concrete at road crossing as per the
given detail drawing ml 1
3.3.8 Supply and fix bronze gate valves (PN 16 ), diameter 32mm , of
approved standards, complete with all the necessary accessories No 2
3.3.9 Ditto Item No 3.3.8 but PN 6, diameter 160mm for waste line No 1
3.3.10 Construct rectangular manhole out of 250mm thick double brick
walls, internal dimension 600mm x 600mm x 800mm (average
depth), internally plastered with three coats of cement/sand mix
ratio1:3, on a base of precast R.C slab of size,1300mm x
1300mm x 100mm, including benching and bottom channeling
with mass concrete. Slab shall be reinforced with dia. 8mm
reinforcement bar c/c 130mm both ways. Provide 150mm thick
granular materials beneath the slab, on a compacted earth .
Manhole shall have precast R.C cover slab, each size 740mm x
740mm x 100mm reinforced with diameter 8mm steel bar c/c
140mm both ways, including diameter 14mm steel ring handle
with supporter bar all in accordance with the given detail
drawings .Unit price shall include excavation of the pit to a
depth of 850mm (max) and cart away of the excavated soil

No 5
3.3.11 Construct rectangular manhole out of 250mm thick double brick
walls, internal dimension 1000 x 750 x 1400mm (average depth),
internally plastered with three coats of cement/sand mix
ratio1:3 ,on a base of precast R.C slab of size,1700 x 1450 x
100 mm, including benching and bottom channeling with mass
concrete .Slab shall be reinforced with diameter 8mm
reinforcement bar c/c 140mm both ways. Provide 150mm thick
granular materials beneath the slab, on a compacted earth. Man
hole shall have two precast R.C cover slabs, each size 900 x 570
x 800mm reinforced with diameter 8mm steel bar c/c 140mm
both ways, including diameter 14mm steel ring handle with
supporter bar all in accordance with the given detail
drawings .Unit price shall include excavation of the pit to a depth
of 850mm (max.)and cart away of the excavated soil.

No. 1
3.3.12 Ditto Item No 3.3.11, but Drop Manhole No. 1
3.3.13 Construct rectangular manhole out of 250mm thick double brick
walls, internal dimension 1200 x 750 x 2200mm (average
depth),internally plastered with three coats of cement/sand mix
ratio 1:3, on a base of precast R.C slab of size 1900 x 1450 x
100 mm, including benching and bottom channeling with mass
concrete. Slab shall be reinforced with diameter 8mm
reinforcement bar c/c 140mm both ways. Provide 150mm thick
granular materials beneath the slab, on a compacted earth. Man
hole shall have two precast R.C cover slabs each size 900 x 450
x 800mm reinforced with diameter 8mm steel bar c/c 140mm
both ways, including diameter 14mm steel ring handle with
supporter bar all in accordance with the given detail drawings.
Unit price shall include excavation of the pit to a depth of 850mm
(max.) and cart away of the excavated soil.

No. 1
3.3.14 Ditto Item No 3.3.13, but Valve chamber on waste line No. 1
3.3.15 Construct rectangular valve chamber out of 250mm thick double
brick walls, internal dimension 600mm x 600mm x 800mm
(average depth), internally plastered with three coats of
cement/sand mix ratio 1:3, on a base of precast R.C slab of size
1300mm x 1300mm x 100mm. Slab shall be reinforced with
diameter 8mm reinforcement bar c/c 155mm both ways.
Provide150mm thick granular materials beneath the slab, on a
compacted earth. Manhole shall have two precast R.C cover
slabs, each size 400mm x 400mm x 80mm reinforced with
diameter 8mm steel bar c/c 140mm both ways, including
diameter 14mm steel ring handle with supporter bar all in
accordance with the given detail drawings .Unit price shall
include excavation of the pit to a depth of 850mm (max.) and cart
away of the excavated soil

No. 1
3.3.16 Construct rectangular open channel around the building
(TYPE-1) out of stone masonry, internally plastered with mortar
(1:3) and covered with metal grill as shown on the drawing, all
according to the detail drawing, Metal grill 100 x 8mm c/c 40mm
Angle iron 100 x 60 x 8mm Provide a minimum slope of 0.5% or
follow the ground slope which ever is greater.
ml 60
3.3.17 Construct rectangular open channel around the building
(TYPE-3) out of stone masonry, internally plastered with mortar
(1:3) all according to the detail drawing, Provide a minimum
slope of 0.5% or follow the ground slope which ever is greater.
ml 1
3.3.18 Ditto Item No 3.3.17, but Type 4 ml 1
3.3.19 Construct Precast reinforced concrete manhole along subsurface
drainage as shown on the drawing. The concrete manhole shall
have nominal internal diameter of 1200mm, minimum wall
thickness of 92mm, and minimum bearing load of 72000 N/m and
other quality requirements as per ESCD 3.326.The manhole
covers shall be of reinforced concrete, 80mm thick reinforced
with dia.8mm rebar c/c 100cm both ways.
No 1
3.3.20 Costruct pipe bedding out of mass concrete (C-20) for the
perforated uPVC pipe as per the detail drawing m3 1
3.3.21 Construct 250cm dia. Soakpit out of 50cm thick masonry and 20-
70mm dia. Gravel. The pit shall have 15cm thick R.C. (c-20)
slab with dia.12mm c/c20cm rebar both ways. Internal Dia.
150cm, Depth 250cm. Price shall include excavation on ordinary
soil and weathered rock up to a depth of 250cm, cart away, and
all the necessary works to make it functional and all as per the
detail drawing.
No 1
Subtotal carried to summary -
B. Soak Away Pit
1 Excvation and earth work
a) Excavation in ordinary and soft rock fromation for soak away
1.1 m3 38 -
pit to a depth of 3m from redued level
b) Ditto, but hard rock m3 15 -
Remove surplus excavted material and cartaway to a
1.2 recommended place by Engineer but the distance shall not far m3 38 -
than 3km
Backfilling with selected granular borrowed materials from
1.3 outside and well ram in layers not exceeding 20 cm thick around m3 9 -
the building
Subtotal carried to summary -
2 Concrete Work
Reinfroced concrete quality C-25, minimum cement content of
360kg of cement/ m3 filled in to form work and vibrated around
rod reinforcement. The cost shall include reinforcement bars and
necessary formowrks.
to 100mm soak away pit to top slab with reinforcement bar dia.
2.1 m3 1 -
12mm c/c 20cm rebar both ways
700mmx700mm pre cast reinfored concrete (mesh dia. 8mm bar
2.2 in c/c 15mm) manhole cover with metal frame works, grating pcs 1 -
plate and the price shall include all necessary works.
Subtotal carried to summary -
3 Masonry Work -
Supply and build 500mm thick basaltic or equivalent type half
3.1 dry and half casted with mortar masonry below ground level for m3 15 -
soak away.
Subtotal carried to summary -
III Miscellaneous works

I
1 Solar panel -
Supply and install standard solar panel which can serve for 16
lamphs (370watts) and the cost shall include the all required
1.1 LS 1 -
connection of points, switches, 16 lamphs each have 20 watt,
Solar battery 250watts (AH) as per the design.
2 Fence and Gate Works
Supply and fix 2.6m high fencing with 2mm thick wire mesh and
2mm thick galvanized barbed wire on top level 300 inclination
with three layers and fix with 3000*40*40*4mm Angle iron post
2.1 ml 80 -
with 1.5m spacing buried in 40cm concrete foundation according
to detail drawings and the cost shall include excavation, disposal,
anchor works, concrete, painting and any necessary works.

Ditto, but 1.2m wide metal gate with 2mm thick lamera and
40x40x2mm RHS frame fixed with 3" Galvanized Pipes of
anchored poles. The height of the lamera to be 1m height and the
2.2 remaining height to be 20*20*1mm RHS having 10cm c/c pcs 1 -
spacing according to detail drawings. Prices shall include all
necessary iron mongary, hings, locks, door handle, installation
works and all necessary paintings.
Subtotal carried to summary -
Grand Total for One Public Toilet Type_I I -

Project:- Construction of Public Toilets Buildings and Showers, and Communal Toilets Buildings and Showers
Employer (Public Body):- Jimma Town Water Supply & sewerage Service Enterprise
Consultant:-
Contractor:-
Location:- Jimma Town, Ginjo Guduru kebele, New Market area
Summury Sheet for the construction of Public type -3 toilets with showers

Bill No. Description Unit Qty


Unit rateTotal Amount
A Building
1 Earth works
Clearing and stripping of the construction area to remove
vegetative material and top soil to a depth of 20 cm, which
includes clearing of bushes and trees, boulders etc. all are
1.1 according to the specifications m2 247.00
Excavation of ordinary soil for pavement and drainage around the
1.2 building m4 23.64
Dispose off surplus excavated materials away from the
construction site to an appropriate place where no environmental
1.3 or social problems will arise. m3 257.02
Total Carried to Summary
2 Structural works
2.1 Stone masonry work
Stone pavement and termite apron around the building 1m wide
with 0.25m thick cemented pitching hard core on 0.10m thick red
2.1.1 ash bedding and laid to 25mm fall m3 30.48
Compacted gravel underneath concrete pavement in termite apron
2.1.2 around the building m3 8.64
2.2 Form work
To provide smooth finish formwork Type "F3" to column footing,
column, grade beam, top tie beam and lintel and all sides of walls m2 233.46
Total Carried to Summary
2.3 Concrete work
2.3.1 Mass concrete class C-20 to pavement around the building m3 8.64
2.3.2 Lintel m3 2.19
Total Carried to Summary
2.4 Block work
Supply and Construct (200 X 200 X 400)mm thick hollow block
2.4.1 wall uniform to fixture and free of cracks in cement mortar 1:3 m2 82.23
2.4.2 Ditto, but inner partition (150 X 200 X 400)mm m2 55.62
2.4.3 Ditto, but inner partition (100 X 200 X 400)mm m2 14.70
2.5 Reinforcement bars
Provide, cut, bend and fix in position reinforcement steel bar to
lintel
2.5.1 8mm diameter kg 28.86
2.5.2 10mm diameter kg 12.11
2.6 Carpentry work
2.6.1 Supply and fix zigba wood ceiling button m2 45.45
Supply and fix 8mm thick chipwood ceiling fixed to 50x40 mm
2.6.2 zigba battens m2 45.45
2.7 Roofing
Supply and fix roof cover in EGA 500 fixed into zigba wood
2.7.1 m2 18.25
purlin with dome headed galvanized nails
2.7.2 Supply and fix edge concrete gutter m3 2.83
Supply and fix down pipe formed in PVC pipe including support
brackets 1mm thick shaped steel plate spaced at a maximum
2.7.3 M 21.12
spacing of 1500 mm c/c and fixed to purlin - price includes metal
primer and two coats of synthetic enamel paint
Supply and fix back wall and end rafter cover G-28 flat sheet
2.7.4 coping with development length 85cm properly fixed with dome M 21.8
headed galvanized nails
2.8 Doors and windows
Supply and fix framed aluminum door size of 0.9m width and
2.8.1 2.65m height, and covered with aluminum panel, cylinder locks No. 4
are also available complete including painting
Supply and fix framed aluminum internal doors size of 0.9m
width and 2.10m height at with profile cut and fix along the entire
2.8.2 line of contact and covered with veneer with their standard finish No. 9
colors, cylinder locks are also available complete including
varnishing, 5mm clear glass
2.8.3 Ditto, but 0.70m width and 1.95m height No. 14
Supply and fix framed aluminum window size of 1.95m width
and 0.5m height at rear side with profile cut and welded along the
2.8.4 No., 6
entire line of contact and covered with 3mm aluminum sheet with
5mm thick glass to window complete including painting
2.8.5 Ditto, but 1.9m width and 0.8m height No. 2
2.8.6 Ditto, but 5.8m width and 0.8m height No. 2
2.8.7 Ditto, but 0.7m width and 0.5m height No. 2
2.9 Electrical Installation
Distribution board (DB), flush mounted with lockable door
2.9.1
consisting of :
-          3pc ACB of 10A, 1-PH
-          2 pc ACB of 16A, 1-PH
-          1 pc ACB of 25A, 1PH +N
and with all necessary accessories. Set 1
Light points with switches, fed through PVC insulated Cu 2x2.5
2.9.2 No 16
mm2 conductor laid in Φ 13,5 mm PVC conduits.
Flush mounted socket outlets of 16A, 1-PH, 220V, 50Hz, fed
2.9.3 through cu 3x2.5mm2 cable laid along the truss on the roof) and No 2
in Φ 16 mm PVC conduits in the wall.
2.10. Light fittings with lamps
Water and dust proof ceiling type energy saving luminaries, type
2.10.1 No 13
Phillips TMS 012/1.40 or equivalent with 1x13w lamp.
Energy saving luminaries type Siemens 5NL 510/3 or equivalent,
2.10.2 No 3
with 1x13W incandescent lamp.
2.11 Sanitary works
Note: All fixtures which specified below are subjected to the
owner's or consultant's approval, based on samples,
catalogues and brochures presented by the contractor.
Supply and fix hand wash basin , made of white vitreous China,
with pedestal, Ethiopian/British standard, size 500 x 400 mm.
2.11.1 complete with plug approved quality chrome plated self-closing No. 11
tap, chrome plated chain holder, P-smell trap connection pipe,
standard bracket and all accessories .

Supply and fix adjustable hand wash basin for disable, made of
white vitreous China, with pedestal, Ethiopian/British standard,
2.11.2 size 500 x 400 mm. complete with plug approved quality chrome No. 1
plated self-closing tap, chrome plated chain holder, P-smell trap
connection pipe ,standard bracket and all accessories .

Supply and fix water closet, of wash down action , floor mounted
, bottom outlet (floor drainage), close coupled, made of white
2.11.3 Nº 3
vitreous China , Ethiopian/British standard complete with all the
necessary accessories.

Supply and fix peninsular water closet for disabled, of wash


down action, floor mounted, bottom outlet (floor drainage),
flat-topped close coupled cistern providing a back rest and a
2.11.4 colostomy changing surface for standing users, made of white No. 1
vitreous China , Ethiopian/British standard complete with
vertical grap rails, drop down support rails and all the necessary
accessories.
Supply and fix Turkish type water closet, of enameled cast iron,
2.11.5 approved quality, complete with trap and enameled cast iron No. 7
cistern and all the necessary accessories.
Supply and fix enameled cast iron shower tray, approved standard
and quality, complete with chrome plated flexible shower head,
2.11.6 No. 4
smell trap, chrome plated mixer and all the necessary accessories.
Size 700 x 700 mm
Supply and fix single tubular chrome plated swing pattern towel
2.11.7 rails, with chrome plated fastening screws, complete with all No. 4
accessories
Supply and fix crystal glass mirror, splash backs, with copper
2.11.8 back protected size 500mm x 400mm Complete with all the No. 11
necessary accessories.

Supply and fix toilet paper holder, of approved quality, made of


2.11.9 No. 10
white vitrous China, complete with all the necessary accessories.

Supply, lay and connect diameter 15mm galvanized steel pipes


for cold and hot water supply for internal & external distribution
system, and roof tank feeding pipe complete with all the
necessary accessories. The pipes shall comply with medium gage
2.11.10 ml 6
having threaded ends that comply to the requirement of BS 1387
and BS 21. Unit price shall include all the necessary assistance to
the installation works. The installation shall be tested at a pressure
of 10kgf/cm2

2.11.11 Ditto Item No 2.11.10 but 20mm diameter ml 10


2.11.12 Ditto Item No 2.11.10 but 25mm diameter ml 8
2.11.13 Ditto Item No 2.11.10 but 32mm diameter ml 12
2.11.14 Ditto Item No 2.11.10 but 40mm diameter ml 10
2.11.15 Ditto Item No 2.11.10 but 50mm diameter ml 7
Supply and fix chrome angle valves, of approved standard, before
hand wash basin, water closets, urinals and other fixtures.
2.11.16 Complete with unions, elastic water proofing, hand wheels of No. 23
normal quality and with all other necessary accessories. Diameter
15 mm

Supply and fix bronze gate valves (PN 16), diameter 20mm, of
approved standards, on pipe lines above ceiling, internal branch
2.11.17 water pipes and pipe inlet to building of the following sizes and No. 1
as where shown on the drawing complete with all the necessary
accessories.
2.11.18 Ditto as item No 2.11.17 but diameter 25mm No. 1
2.11.19 Ditto as item No 2.11.17 but diameter 32mm No. 1
2.11.20 Ditto as item No 2.11.17 but diameter 40mm No. 1
2.11.21 Ditto as item No 2.11.17 but diameter 50mm No. 1
Supply, lay and connect 50mm diameter uPVC pipes (PN 4) for
foul water collection and drainage system. The pipes should be
supported with galvanized clips screwed to slab, beam, columns
etc at every joints, bends and at 0.5meters interval in straight line
and all exposed pipes shall be painted with UV reflective oil
2.11.19 ml 24
paint, similar to the walls, slabs, beams etc it is fixed on &
complete with all necessary fittings and clean out. The pipes,
accessories, fittings & method of welding shall comply with the
requirement of BS 5481or equivalent Institution. Unit price shall
include all the necessary assistance to the installation works.

2.11.20 Ditto Item No 2.11.19, but 110mm diameter ml 36


2.11.21 Supply and fix Diameter 110mm uPVC Vent Caps No 4
Supply and fix Diameter 110mm uPVC (PN6) Down pipes with
mass concrete support at ground level & complete with UV
2.11.22 ml 16
reflective oil painting, basket strainer at inlet, galvanized clips at
every 0.5 meters interval and all accessories
Supply and fix development length 750mm gutter made of gauge
28 flat metal sheet, with galvanized iron strap supports every
2.11.23 ml 16
1000mm complete with all accessories. Provide 0.5% slope
towards down pipes

Construct 500x300mm (internal dimension) grilled rectangular


floor waste collection pit out of 400mm wide masonry wall on a
base 50mm thick mass concrete, including smell trap, flat metal
2.11.24 and RHS grill, steel strainer, angle iron all in accordance with the No. 2
given detail drawings .Angle iron 50 x 30x 3mm RHS 20x 20 mm
c/c 20mm welded on flat metal frame30*3mm (on bottom) with
clear opening of hole 20 x 20 mm

Construct urinal trough, size 280 *40 cm (L*W), made out of 10


cm thick reinforced concrete (C-25), with reinforcing bar
dia.8mm c/c 150cm both ways, over a brick wall of 25 cm thick
2.11.25 and 80cm.height. The trough shall be lined with approved quality No. 1
ceramic tiles, and the price shall include approved quality long
shank wall faucet, smell traps, and all the necessary accessories.
Construction shall be done in accordance with the detail drawing.

2.12 Finishing work


Includes all surface pre-cleaning, polishing and cleaning at
the end of finishing
2.12.1 Paint waterproof coating once on roof m2 44.51
2.12.2 Screed in cement mortar to floor slab m2 160
Apply three coats of plaster and one coat of Tyrolean rendering
2.12.3 m2 139.5
to external walls
2.12.4 Apply two coats of plaster to internal walls m2 62.5
Painting plasterd surfaces with one coat of sealer and two coats of
2.12.5 m2 154.7
emulsion paint
2.12.6 Ditto, but ceiling m2 24.81
Ceramic floor tile thickness 10mm bedded with cement mortar of
(1:3) to all floors of Toilet, shower, Janitor, Reception, Store
2.12.7 m2 160
walls. Price includes cement mortar bed and white cement
grouting.
2.12.8 Ceramic wall thickness 10mm bedded with cement mortar of
(1:3) to all floors of Toilet, shower, Janitor, Reception, Store
walls. Price includes cement mortar bed and white cement
grouting.
m2 186.85
B Septic tank (15 m ) 3

1 Earth works
Excavate of in highly to moderately weathered basalt, it is
1.1 decomposed into gravel size materials with some silt and clay to m3 74
floor foundation to formation level not exceeding 1.5m.

Excavate of in highly to moderately weathered basalt, it is


1.2 decomposed into gravel size materials with some silt and clay to m3 74
floor foundation to formation level over 1.5m not exceeding 3.0m

Provide, fill and compact selected excavated material at back wall


1.3 m3 69
and working space
Provide, fill and compact selected borrowed material at back wall
1.4 18
and working space
1.5 Disposal of surplus in spoil tips m3 130
2 Structural works
2.1 Form work
To provide cut and fix in position normal finish formwork type
"F3" to bottom slab, to Wall (inspection hall) and cover slab and
to Suspended slab
2.1.1 Bottom slab m2 5
2.1.2 Top roof slab m2 4
2.1.3 Wall m2 20
2.2 Concrete Work
2.2.1 Lean concrete class C-5, 75mm thick under floor foundation m2 2
2.2.2 Reinforced concrete class C-20 to
2.2.2.1 Bottom slab. m3 5
2.2.2.2 Top roof slab m3 4
2.2.2.3 Wall m3 1
6cm thick pre cast inspection hall cover in C-20, price includes
2.2.3 m3 3
steel bars and form work size, 70 x 70cm.
2.3 Masonry work
2.3.1 Stone walls In cement mortar, including two coats of plastering m3 25
Hollow concrete block wall in cement mortar, 15cm thick both
2.3.2 m² 9
face for plaster
2.4 Reinforcement bars
Provide, cut, bend and fix in position reinforcement steel bar to
bottom slab, to Wall (inspection hall) and cover slab and to
Suspended slab
2.4.1 6mm diameter kg 6
2.4.2 8mm diameter kg 173
2.4.3 10-12mm diameter kg 439
2.5 Plastering
Provide and apply two coats of plaster in cement mortar to
2.5.1
internal surface of
2.5.1.1 Stone masonry wall surface m2 37
2.5.1.2 Hollow concrete block wall surface m2 18
2.5.2 Fine Coat Cement Plaster
2.5.2.1 Plastered surface m2 55
3 Sanitary installation - pipe work
3.1 PVC pipe "T" piece dia. 20cm No 2
3.2 PVC elbow piece dia. 20cm. No 2
3.3 PVC vent pipe with cap. Dia. 100mm length =700mm No 2
3.3 Sanitary Site work
All water supply pipes shall be tested two times the working
pressure or 50 meters head, whichever is greater and shall be
flushed and disinfected with chlorine. Provide 500mm thick
granular materials such as red ash, coarse sand, aggregate,
selected materials, etc, around the vertical walls of the manholes,
catch pits, valve box. All pipes, valves and fittings shall satisfy
Ethiopian Standards

Supply lay and connect 25 mm diameter (internal dimension)


galvanized steel pipes for cold water supply system to roof tank.
Complete with all the necessary connecting pieces such as bends,
3.3.1
Ys, Ts, reducers, nipples, unions, hangers & supporters (if any)
etc. Unit price shall include, disinfection of the pipes, excavation
of trench

(minimum 40cm), back fill with selected material, compacting,


with bedding of 15cm thick mass concrete at roads and all the
ml 30
necessary assistance to the installation works etc. The installation
shall be tested at a pressure of 10kg/cm2
3.3.2 Ditto as item No 3.3.1 but diameter 32mm ml 6
3.3.3 Ditto as item No 3.3.1 but diameter 50mm ml 1
3.3.4 Ditto as item No 3.3.1 but diameter 63mm ml 1
Supply and lay diameter four inch (160mm) uPVC pipes,
thickness 3.2-3.8mm, for foul water collection and drainage
system complete with all the necessary accessories. The uPVC
3.3.5 pipes, accessories, fittings and welding shall comply with the ml 56
requirement of BS4514 or DIN8062 or equivalent Institution.
Unit price shall include all the necessary assistance to the
installation works. Excavation depth up to 1.5m
3.3.6 Ditto Item No 3.3.5, but excavation 2.5m ml 1
Ditto Item No 3.3.6, but 160mm diameter and with protection
3.3.7 cover of 15cm thick mass concrete at road crossing as per the ml 7
given detail drawing
Supply and fix bronze gate valves (PN 16 ), diameter 32mm, of
3.3.8 No 1
approved standards, complete with all the necessary accessories.

3.3.9 Ditto Item No 3.3.8 but PN 6, diameter 160mm for waste line No 1

Construct rectangular manhole out of 250mm thick double brick


walls, internal dimension 600mm x 600mm x 800mm (average
depth), internally plastered with three coats of cement/sand mix
ratio1:3, on a base of precast R.C slab of size, 1300mm x
1300mm x 100mm, including benching and bottom channeling
with mass concrete. Slab shall be reinforced with dia. 8mm
reinforcement bar c/c 130mm both ways. Provide 150mm thick
3.3.10 No 4
granular materials beneath the slab, on a compacted earth.
Manhole shall have precast R.C cover slab, each size 740mm x
740mm x 100mm reinforced with diameter 8mm steel bar c/c
140mm both ways, including diameter 14mm steel ring handle
with supporter bar all in accordance with the given detail
drawings .Unit price shall include excavation of the pit to a
depth of 850mm (max) and cart away of the excavated soil

3.3.11 Slab shall


Ditto
beItem No 3.3.10,
reinforced withbutdia.
8008mm
x 800reinforcement
mm plan size bar c/c No. 2
140mm both ways. Provide 150mm thick granular materials
3.3.12 No 1
beneath the slab, on a compacted earth. Manhole shall have
3.3.13 precast R.CNocover
Ditto Item slab,
3.3.12, but each
Drop size
Manhole900mm x 570mm x 800mm No. 1

Construct rectangular manhole out of 250mm thick double brick


walls, internal dimension 1200 x 750 x 2200mm (average depth),
internally plastered with three coats of cement/sand mix ratio 1:3,
on a base of precast R.C slab of size 1900 x 1450 x 100 mm,
including benching and bottom channeling with mass concrete.
Slab shall be reinforced with diameter 8mm reinforcement bar c/c
140mm both ways. Provide 150mm thick granular materials
3.3.14 No. 1
beneath the slab, on a compacted earth. Man hole shall have two
precast R.C cover slabs each size 900 x 450 x 800mm reinforced
with diameter 8mm steel bar c/c 140mm both ways, including
diameter 14mm steel ring handle with supporter bar all in
accordance with the given detail drawings. Unit price shall
include excavation of the pit to a depth of 850mm (max.) and cart
away of the excavated soil.

3.3.15 Ditto Item No 3.3.14, but Valve chamber on waste line No. 1
Construct rectangular valve chamber out of 250mm thick double
brick walls, internal dimension 600mm x 600mm x 800mm
(average depth), internally plastered with three coats of
cement/sand mix ratio 1:3, on a base of precast R.C slab of size
1300mm x 1300mm x 100mm. Slab shall be reinforced with
diameter 8mm reinforcement bar c/c 155mm both ways.
Provide150mm thick granular materials beneath the slab, on a
3.3.16 No. 1
compacted earth. Manhole shall have two precast R.C cover
slabs, each size 400mm x 400mm x 80mm reinforced with
diameter 8mm steel bar c/c 140mm both ways, including
diameter 14mm steel ring handle with supporter bar all in
accordance with the given detail drawings .Unit price shall
include excavation of the pit to a depth of 850mm (max.) and cart
away of the excavated soil

Construct rectangular open channel around the building (TYPE-


1) out of stone masonry, internally plastered with mortar (1:3) and
covered with metal grill as shown on the drawing, all according to
3.3.17 ml 38
the detail drawing, Metal grill 100 x 8mm c/c 40mm Angle iron
100 x 60 x 8mm Provide a minimum slope of 0.5% or follow the
ground slope whichever is greater.
Construct pipe bedding out of mass concrete (C-20) for the
3.3.18
perforated uPVC pipe as per the detail drawing m3 1
Construct 250cm dia. Soak pit out of 50cm thick dry masonry and
20-70mm dia. gravel. The pit shall have 15cm thick R.C. (c-20)
slab with dia.12mm c/c 20cm rebar both ways. Internal Dia.
3.3.19 150cm, Depth 250cm. Price shall include excavation on ordinary No. 1
soil and weathered rock up to a depth of 250cm, cart away , and
all the necessary works to make it functional and all as per the
detail drawing.
4 .Water supply system
Supply, install, test disinfect and commission 5m3 plastic water
tank on the roof slab and the price shall includes pipes fittings,
4.1 pcs 1
tanker Nipples gate valve, float valve, ventilation, chiseling,
plastering and any other necessary works for installation.
Supply, install, test disinfect and commission PPR, made of or
4.2 1
equivalent product water supply lines and the cost shall includes'
any fitting required for installation like elbow, union, socket, gate
valve, female adaptor, male adaptor and so on.
a Dia 32mm PPR pipe ml 20
b Dia 25mm PPR pipe ml 42
c Dia 20mm PPR pipe ml 36
d ditto but dia 32mm HDPE pipe ml 20
Supply and install approved quality bronze gate valve pipe line
branch with following sizes and the cost shall includes fixing
4.3
necessary materials and the material shall be RAK or equivalent
product

J
a Diam 25mm pcs 8
b J
Dia 20mm
Supply and install approved quality faucet for hand washing
pcs 18

4.4 basin having diameter of 20mm and shall be product of Thailand pcs 6
SANWA or equivalent product
5 Storm water and waste drainage works
supply and install waste line approved UPVC materials and the
5.1 price shall includes fitiitngs and any necessary fixing
works/materials.
Dia 50mm ml 25
Dia 80mm ml 15
Dia 110 mm ml 40
Supply and install 300mm half ditch pre cast concrete around the
5.2 ml 39
building for storm water drainage
C Miscellaneous works

I
1 Solar panel
Supply and install standard solar panel which can serve for 16
lamphs (370watts) and the cost shall include the all required
1.1 LS 1
connection of points, switches, 16 lamphs each have 20 watt,
Solar battery 250watts (AH) as per the design.
2 Fence and Gate Works

Supply and fix 2.6m high fencing with 2mm thick wire mesh and
2mm thick galvanized barbed wire on top level 300 inclination
with three layers and fix with 3000*40*40*4mm Angle iron post
2.1 ml 80
with 1.5m spacing buried in 40cm concrete foundation according
to detail drawings and the cost shall include excavation, disposal,
anchor works, concrete, painting and any necessary works.

Ditto, but 1.2m wide metal gate with 2mm thick lamera and
40x40x2mm RHS frame fixed with 3" Galvanized Pipes of
anchored poles. The height of the lamera to be 1m height and the
2.2 remaining height to be 20*20*1mm RHS having 10cm c/c pcs 1
spacing according to detail drawings. Prices shall include all
necessary iron mongary, hings, locks, door handle, installation
works and all necessary paintings.
Total Carried to Summary
Total of Bill Carried to Summary

Project:- Construction of Public Toilets Buildings and Showers, and Communal Toilets Buildings and Showers
Employer (Public Body):- Jimma Town Water Supply & sewerage Service Enterprise
Consultant:-
Contractor:-
Location:- Jimma Town, Bosa kito kebele, near to Defence force and Mendera kochi kebele, near to Clinic
Center
Summury Sheet for the construction of construction of Communal type -2 toilets with showers
Bill No. Description Unit Qty
Unit rateTotal Amount
A. Latrine Construction
A. sub-structure
1. Excavation and Earth Work
1.1 Site clearance to depth not exceeding 200mm m2 96.48
Load and cart away surplus excavated material and deposit at an
appropriate place outside the site at least 3km as approved by the
1.2 Engineer. m3 26.84
25 cm thick basaltic or equivalent stone hard-core, well rolled,
1.3 consolidated & blinded with crushed stone m2 75.64
Subtotal carried to summary
2. Concrete Work
Reinforced concrete quality C-25, 360 kg of cement /m3of
concrete filled in to form work vibrated around reinforcement
2.1 measured separately in grade beam and steps construction m3 3.66
ditto but 10cm thick leveled for ground floor slab m2 75.64
ditto but for footing pad, 25 cm thick, having a size of (120 cm*
120cm) m3 1.44
ditto but for footing column 20*20cm thick, having a size of
1.2m height m3 0.19
Provide, cut and fix in position with required supports sawn
2.2 zigba wood formwork or equivalent 36.72
Subtotal carried to summary
3. Masonry Work
Supply and build 500 mm thick trachytic or equivalent stone
masonry around the buildings level bedded with cement mortar
3.1 1:3 ratio and the cost shall include necessary works for building M3 18.00
Subtotal carried to summary
B. Super-Structure
1 Concrete Work
Supply and build reinforced concrete quality C-25, 360 kg of
cement /m3of concrete filled in to form work vibrated around
reinforcement measured separately: the cost shall include mixer
1.1 and any material necessary for the work.
In elevation columns m3 1.27
In top tie beam m3 2.41
In 150mm thick water tanker slab m3 1.51
Provide, cut and fix in position sawn zigba wood formwork or
1.2 equivalent
a) to top tie beam m2 32.12
b) to water tanker slab m2 12.00
Supply and fix steel reinforcement price shall include cutting,
bending, placing in position and tying with wires and the bar shall
1.3 be free from any substances affect concrete bond.
b) For top tie beam
Ø14mm deformed bar Kg 249.33
Ø 8mm deformed bar for stirrup @ 25 cm c/c Kg 128.74
b) For water tanker slab
Ø12mm deformed bar doubly @ 20 cm c/c Kg 207.44
Subtotal carried to summary
2 Block Work
Supply and build Hollow concrete block , class B (20*20*40 cm)
2.1 wall bedded in cement sand mortar 1:3 both side left for
plastering m2 57.58
Ditto but Hollow concrete block (15*20*40 cm) m2 15.63
Subtotal carried to summary
3 Roofing Work
Supply and fix roof cover in G32 CIS ; fixed to zigba wood
3.1 purlin 5*7 cm battens placed c/c 90cm.Price shall include roof m2 49.36
ridges cap and valley.
Supply and paint Waterproof for roof water tank seating slab and
3.2 m2 12
the cost shall include all preparation works for painting.
Subtotal carried to summary
4 Carpentry and Joinery work
Supply and fix truss and all structure truss members shall be in
seasoned eucalyptus wood and painted two coats of anti-termite
4.1 solution and shall be tight fixed with top tie beam with 6mm
diameter plain bar and the cost shall include nail, plain bar and
any related cost to fixing.
a) Ø 8 cm eucalyptus upper and lower chord ml 79.2
b) 20mm thick and 200mm wide Facial board ml 26
c) 50 * 70 mm zigba roof purlin ml 102.6
Supply and fix 40mm thick semi solid core flush PVC doors.
4.2 Price includes all the necessary iron mongery and approved
quality cylindrical lock and hinges.
Type D1 size 700x2100mm pcs 8
Type D2 size 900x2100mm pcs 2
Supply and fix metal window frame are manufactured from
locally produced LTZ Seiko steel profile frames. All works
should be cut and assembled to sizes and shapes of the window
4.3
schedule. Unit price includes wire mesh fly screen 0.28mm DIA
WIRE, nominal 1.22mm hole and other necessary accessories for
completing the work.
Type W1 size 700*300mm pcs 8
Type W2 size 900*300mm pcs 2
Subtotal carried to summary
5 Finishing works
5.1 Wall finish

supply and plaster three (03) coats of cement mortar plastering to


5.1.1 all internal wall surface including beam and columns and the cost m2 162.51
shall include pre-cleaning and preparation of the wall surface.

Supply and plaster two (02) coats of cement mortar plastering to


5.1.2 all external wall surface including beam and columns. The cost m2 116.4
shall include pre-cleaning and preparation of the wall surface.
supply and build 04 cm thick cement screed floor finish with
5.2 m2 75.64
cement sand ratio (1:2) up to smooth & fine finish.
Supply and build ceramic tiles having 300x300cm wide and
5.3 thickness 7mm, made of India and the cost shall include adhesive, m2 20.16
filler, cement any kinds of work material necessary for fixing.

Supply and build ceramic wall tiles having 200x300cm wide,


5.4 made of India and the cost shall include filler, cement any kinds m2 101.57
of material/work necessary for fixing.
5.5 Painting
Supply and paint two coats of plastic emulsion paint and the price
5.5.1
shall include pre cleaning and preparation of the surface
a) To internal wall surface m2 60.94
b) To external wall surface m2 116.4
Subtotal carried to summary
6 Sanitary installation
All fixtures shall be the owner's approval, based on samples,
catalogue and broachers presented by the contractor and shall be
6.1 the product of Aqua or equivalent. Unit price shall include all the
necessary fixing brackets or hooks and all assistance civil works
such as chiseling of walls, floors, beams and etc.
a) Hand washing basin
Supply and fix hand washing basin made of prefabricated
concrete according to the drawing and includes smell trap with
pcs 2
connection pipe, floor drainage and other necessary accessories.
Size 1900x400mm
b) WCS with vertical discharge
Supply and fix approved quality wash down turkish type
including low flush cistern. Complete with all necessary pcs 6
accessories
c) WC seating for accessible toilets
Supply and fix approved quality wash down water closet type
including low flush cistern and the cost shall include grabs bar
pcs 2
made of circular hollow steel anchored to HCB walls according to
the drawing and complete with all necessary accessories
d) Shower tray for people with disability
Supply and fix approved quality PVC shower seat, bolted to RC
floor and the cost shall include grab bars made of circular hollow
pcs 2
steel anchored to HCB walls according to drawing with all
necessary accessories. Size 400x600mm and 600mm height
Supply and fix approved quality shower tray having a size of
Pcs 2
700x700mm.
6.2 Miscellaneous works
Supply and fix single tubular circular section towel rail for
a) shower rooms made of circular hollow steel anchored to HCB pcs 4
wall
Supply and fix floor drainage including smell trap out of cast iron
b) pcs 5
with enameled and removing gartin. Size 100x100mm.
supply and build 800x800mm RC waste water manholes and the
c) price shall include clearing, excavation, casting and all necessary pcs 3
civil works.
Ditto but 1000x1000mm manholes pcs 2
Subtotal carried to summary
7 Water supply system
Supply, install, test disinfect and commission 3m3 plastic water
tanker on the roof slab and the price shall include pipes fittings,
7.1 Pcs 1
tanker Nipples gate valve, float valve, ventilation, chiseling,
plastering and any other necessary works for installation.
Supply, install, test disinfect and commission PPR, made of or
equivalent product water supply lines and the cost shall includes
7.2
any fitting required for installation like elbow, union, socket, gate
valve, female adaptor, male adaptor and so on.
Dia 32mm PPR pipe ml 20
Dia 25mm PPR pipe ml 42
Dia 20mm PPR pipe ml 30
ditto but dia 32mm HDPE pipe ml 20
Supply and install approved quality bronze gate valve pipe line
branch with following sizes and the cost shall include fixing
7.3
necessary materials and the material shall be RAK or equivalent
product
Diam 25mm pcs 8
Dia 20mm pcs 18
Supply and install approved quality faucet for hand washing
7.4 basin having diameter of 20mm and shall be product of Thailand pcs 6
SANWA or equivalent product
Subtotal carried to summary
8 Storm water and waste drainage works
supply and install waste line approved UPVC materials and the
8.1 price shall include fittings and any necessary fixing
works/materials.
Dia 50mm ml 25
Dia 80mm ml 15
Dia 110 mm ml 40
Supply and install 300mm half ditch pre cast concrete around the
8.2 ml 38
building for storm water drainage
Supply and install pre fabricated standard RC ditch cover of size
8.3 ml 4
500x60mm
supply and install Dia 110 mm UPVC down pipe and the price
8.4 shall includes fittings, clamps and any necessary fixing ml 15
works/materials.
Supply and fix half UPVC 200mm readymade gutter with the
8.5 ml 15
necessary fixing materials and fittings.
Subtotal carried to summary
B. Septic tank works
1 Excavation and earth work
Excavation in ordinary and soft rock formation for septic tank to a
1.1 m3 148.8
depth of 3m from reduced level
Excavation in ordinary and soft rock formation for septic tank to
1.2 m3 14.13
a depth of 2m from reduced level
Remove surplus excavated material and caraway to a
1.3 recommended place by Engineer but the distance shall not far m3 148.8
than 3km
Subtotal carried to summary
2 Concrete Work
supply and build 100mm lean concrete quality C-5, 150kg of
2.1 m2 35
cement/m3 for septic tank bottom level
Supply and build reinforced concrete quality C-25, minimum
2.2 cement content of 360kg of cement/ m3 filled in to form work
and vibrated around rod reinforcement
a) to 100mm septic tank to top slab m3 3.1
b) to 200mm thick septic tank top slab m3 4.8
Supply and build 700mmx700mm pre cast reinforced concrete
(mesh dia. 8mm bar in c/c 15mm) manhole cover with metal
c) pcs 2
frame works, grating plate and the price shall include all
necessary works.
Supply and fix Form work and the form work shall be timbered or
steel or a combination of two, sufficient to contain the wet
2.3 concrete without leakage. Enough to support temporary loading
and pressure from placing compaction or vibration without
displacement or appreciable deflection
a) to septic tank top slab cover m2 7.07
b) to septic tank top slab cover m2 4
Supply and build mild steel bar reinforcement according to
structural drawings . Reinforcement shall be free from dirt, oil,
2.4 grease and any other substance which may affect the
reinforcement and concrete bond and price shall include cutting
bending and placing in position.
Dia 12 mm deformed bar kg 140
Subtotal carried to summary
3 Masonry Work
Supply and build 500mm thick basaltic or equivalent type
masonry bedded in cement mortar (1:3) mix below ground
3.1 m3 34
surface. Price shall include cement mortar bed and any necessary
works including plastering.
Supply and fix 500mm thick basaltic or equivalent type mortar
3.2 masonry below 1500mmm from ground level for septic tank m3 20
including plastering.
Supply and build 120mm brick masonry septic partition wall
3.3 bedded in cement mortar (1:3) mix. Price shall include cement m3 7.2
mortar bed.
Supply and install 300mm x 450mm x 30mm wooden batten
3.4 No 2
under septic tank inlet pipe.
Subtotal carried to summary
C. Miscellaneous works
1 Solar panel
Supply and install standard solar panel which can serve for 16
lamphs (360watt) and the cost shall include the all required
LS 1
connection of points , switches, 15 lamphs each have 20 watt as
per the design.
Subtotal carried to summary
2 Site Fence works
Supply and fix 2m high fencing with 2mm thick galvanized
barbed wire having 25 cm c/c point spacing and fix with
40*40*4mm Angle iron post with 1.5m spacing buried in 40cm
ml 80
concrete foundation according to detail drawings and the cost
shall include anchor works, fixing with wire mesh 40cm
excavation, filling with concrete and any necessary works.

ditto but 3m wide wire mesh (2mm thickness) gate welded to


40*40*4mm RHS posts according to detail drawings. Prices shall
pcs 1
include all necessary iron mongary, hinges, locks, door handle,
installation works etc
Subtotal carried to summary -
Total Cost carried to summary -

Construction of Type-II Communal Latrine With Shower Facility


Client: __________ Town water supply & Sewerage Service Interprise(Hermata)
Unit Total
Item No. Description Unit Qty Price Price
(ETB) (ETB)
I Toilet Block Construction
A. Sub-Structure
1 Excavation and Earth Work
Site clearance to remove vegetative material and top soil to depth
1.1 m2 136 -
not exceeding 200mm
Trench excavation for foundation wall in ordinary and soft rock
1.2 m3 36 -
formation to a depth of 80cm from stripped ground
Bulk excavation for foundation wall in ordinary and soft rock
1.3 formation to a depth of 120cm from stripped ground for footing m3 272 -
pad.
1.4 Ditto, item 1.3, but for hard rocks m3 100 -
Backfilling under hard core & around masonry with selected
1.5 granular borrowed materials from outside and well ram in layers m3 33 -
not exceeding 20 cm thick;
Load and cart away surplus excavated material and deposit to a
1.6 recommended place with the Municipality recommended m3 303 -
dumping site.
25 cm thick basaltic or equivalent stone hard-core, well rolled,
1.7 m2 70 -
consolidated & blinded with crushed stone
Sub-Total Carried to Summary -
2. Concrete Work -
5cm thick lean concrete class C-5, 150kg/m3 concrete, under
2.1 m2 30 -
masonry foundation and footing pad
Reinforced concrete quality C-25, 360 kg of cement/m3 of
2.2 concrete filled in to form work vibrated around reinforcement m3 4 -
measured separately in grade beam and steps construction
2.2.1 ditto but 10cm thick leveled for ground floor slab m2 80 -
2.2.2 ditto but for footing pad, 25 cm thick, m3 3 -
2.2.3 ditto but for footing column 20*20cm thick, having a size m3 15 -
Provide, cut and fix in position with required supports sawn zigba
2.3 -
wood formwork or equivalent
a) for grade beam and steps m2 7 -
b) footina pad m2 8 -
c) for footing column m2 5 -
Supply and fix steel reinforcement price shall include cutting,
2.4 -
bending, placing in position and tying with wires.
a) For footing pad -
Ø14mm deformed bar @ 20 em C/C kg 85 -
b) For footing column -
Ø14mm deformed bar kg 90 - -
Ø8mm deformed bar for stirrup @ 20 cm C/C kg 65 - -
c) For grade beam - -
Ø14mm deformed bar kg 265 - -
Ø8mm deformed bar for stirrup @ 20 cm C/C kg 189 - -
d) For floor slab - -
Ø10mm deformed bar kg 335 - -
3. Masonry Work -
Supply and build 500 mm thick trachytic or equivalent stone
3.1 m3 30 -
masonry below ground level bedded with cement
Ditto 3.1 but for retaining wall with necessay pointing &
3.2 m3 112 -
excavation
Sub-Total Carried to Summary -
B. Super-Structure -
1 Concrete Work -
Supply and build reinforced concrete quality C-25, 360 kg
of cement/m3 of concrete filled in to form work vibrated
.
1.1 -
around reinforcement measured separately: the cost shall
include mixer and any material necessary for the work. .
1.1.1 In elevation columns m3 3 -
1.1.2 In top tie beam m3 6 -
1.1.3 In 150mm thick water tanker slab m3 3 -
Provide, cut and fix in position sawn zigba wood formwork or
1.2 -
equivalent
a) to elevation columns m2 32 -
b)to toptie beam m2 70 -
b) to water tanker slab m2 7 -
Supply and fix steel reinforcementbar price shall include
1.3 -
cutting, bending, tying and fixing
a) for elevation columns -
Ø14mm deformed bar kg 265 -
Ø8mm deformed bar for stirrup @ 20cm clc kg 60 -
b) For top tie beam -
Ø14mm deformed bar kg 460 -
Ø8mm deformed bar for stirrup @ 25 cm clc kg 110 -
c) For water tanker slab -
Ø12mm deformed bar doubly @ 20 cm clc kg 160 -
Sub-Total Carried to Summary -
2. Block Work -
Supply and build Hollow concrete block, class B (20*20*4
2.1 cm) wall bedded in cement sand mortar 1:3 both side left for m2 110 -
plastering
2.2 Ditto but hollow concrete block (15*20*40 cm) m2 45 -
Sub-Total Carried to Summary -
3. Roofing Work -
Supply and fix roof cover in G32 CIS; fixed to zigba wood
3.1 purlin 5*7 cm battens placed clc 90cm. Price shall include m2 55 - -
roof ridges cap and valley.
3.2 plastic roof cover m2 4 -
Supply and paint Waterproof for roof water tank seating slab
3.3 m2 7 -
and the cost shall include all preparation works for painting.
Sub-Total Carried to Summary -
4. Carpentry and Joinery work -
Supply and fix truss and all structure truss members shall be
in seasoned eucalyptus wood and painted two coats of anti-
4.1 termite solution and shall be tight fixed with top tie beam -
wlth 6mm diameter plain bar and the cost shall include nail,
plain bar and any related cost to fixinq.
a. Ø8cm eucaliptus ml 50 -

I
b. 20mm facia board
c. 50*70mm zigba purlin
ml
ml
8
60
-
-
Supply and fix metal door with 2mm thick lamera and
40x40x2mm RHS frame. All works should be cut and
assembled to sizes and shapes of the door schedule. Price
4.2 -
includes all the necessary iron mongery and approved Quality
cylindrical lock and hinges, anti-rust and synthetic painting
works.
a) Type 01 size 700x2100mm pcs 8 -
b) Type 02 size 900x2100mm pcs
pcs 2 2 St.'7--r. J,{- '34 t......
Supply and fix metal Window with 2mm thick lamera and
40x40x2mm RHS frame. All works should be cut and
assembled to sizes and shapes of the door schedule. Price
includes all the necessary iron mongery and approved Quality
cylindrical lock and hinges, anti-rust and synthetic painting
works.
a) Type 01 size 600x600mm pcs 8
b) Type 02 size 500x500mm p pcs 2
Sub-Total Carried to Summary -
5. Finishinq works -
5.1 Wall finish -
supply and plaster three (03) coats of cement mortar
plastering to all internal wall surface including beam and
5.1.1 m2 280 -
columns and the cost shall include pre-cleaning and
preparation of the wall surface.
Supply and plaster two (02) coats of cement mortar plastering
and final coats of cement mortar plastering (tyron rendering) to
5.1.2 all external wall surface including beam and columns. The m2 90 -
cost shall include pre-cleaning and preparation of the wall
surface.
Supply and build 04 cm thick cement screed floor finish with
5.2 m2 50 -
cement sand ratio (1 :2) up to smooth & fine finish.
Supply and build ceramic tiles having 300x300cm wide and
thickness 7mm, made of India and the cost shall include
5.3 m2 25 -
adhesive, filler, cement any kinds of work material necessary
for fixing.
Supply and build ceramic wall tiles having 200x300cm wide,
5.4 made of India and the cost shall include filler, cement any m2 105 -
kinds of materiallwork necessary for fixing.
5.5 Painting -

Supply and paint two coats of plastic emulsion paint and the
5.5.1 -
price shall include pre cleaning and preparation of the surface

a) To internal wall surface m2 180 -


b) To external wall surface m2 90 -
Sub-Total Carried to Summary -
6 Sanitary installation -
All fixtures shall be the owner's approval, based on samples,
catalogue and broachers presented by the contractor and
shall be the product of Aqua or equivalent. Unit price shall
6.1 -
include all the necessary fixing brackets or hooks and all
assistance civil works such as chiseling of walls, floors,
beams and etc ..
a Hand washing basin -
Supply and fix hand washing basin made of prefabricated
concrete dressed with ceramic tile according to the drawing and
includes smell trap with connection pipe, floor drainage and pcs 2 -
other necessary accessories. Size 1900x400mm

b WCS with vertical discharge -


Supply and fix approved quality wash down turkish type
including low flush cistern. complet with all necessary pcs 6 -
accessories
c WC seating for accessible toilets -
Supply and fix approved quality wash down water closet type
including low flush cistern and the cost shall includes grabs bar
pcs 2 -
made of circular hollow steel anchored to HCB walls according to
the drawing and complete with all necessary accessories
d Shower tray for people with disability -

I
Construct concrete shower seat having 40*50*50cm covered with
drained plastic cover and circular hollow steel anchored with wall
and floor both sides, price shall include all necessary fixtures and
pcs 2 -
plastering works.
Supply and fix approved quality shower tray having a size of
e pcs 2 -
700x700mm.

Construct urinal trough, size 220 *40 cm (L*W), made out of 10


cm thick reinforced concrete (C-25), with reinforcing bar
dia.8mm c/c 150cm both ways, over a brick wall of 25 cm thick
and 40cm.height. The trough shall be lined with approved quality
f No. 1 -
ceramic tiles, and the price shall include approved quality long
shank wall faucet, smell traps, and all the necessary accessories.
Construction shall be done in accordance with the detail
drawing.
Sub-Total Carried to Summary -
6.2 Miscellaneous works -
Supply and fix single tubular circular section towel rail for
a shower rooms made of circular hollow steel anchored to HCB pcs 4 -
wall
Supply and fix floor drainage including smell trap out of cast iron
b pcs 5 -
with enamele"'cf~lndremoving gartin. Size 100x100mm.
Supply and build 800x800mm RC waste water manholes and the
c price shall includes clearing, excavation, casting and all necessary pcs 4 -
civil works.
Ditto but 1000x1000mm manholes pcs 2 -
Sub-Total Carried to Summary -
7 .Water supply system -
Supply, install, test disinfect and commission 3m3 plastic water
tank on the roof slab and the price shall includes pipes fittings,
7.1 pcs 1 -
tanker Nipples gate valve, float valve, ventilation, chiseling,
plastering and any other necessary works for installation.
Supply, install, test disinfect and commission PPR, made of or
7.2 1
equivalent product water supply lines and the cost shall includes'
any fitting required for installation like elbow, union, socket, gate
-
valve, female adaptor, male adaptor and so on.
Dia 32mm PPR pipe ml 20 -
Dia 25mm PPR pipe ml 42 -
Dia 20mm PPR pipe ml 36 -
ditto but dia 32mm HDPE pipe ml 20 -
Supply and install approved quality bronze gate valve pipe line
branch with following sizes and the cost shall includes fixing
7.3 -
necessary materials and the material shall be RAK or equivalent
product

J
Diam 25mm pcs 8 -
Dia 20mm pcs 18 -
Supply and install approved quality faucet for hand washing
7.4 basin having diameter of 20mm and shall be product of Thailand pcs 6 -
SANWA or equivalent product
Sub-Total Carried to Summary -
8 Storm water and waste drainage works -
supply and install waste line approved UPVC materials and the
8.1 price shall includes fitiitngs and any necessary fixing -
works/materials.
Dia 50mm ml 25 -
Dia 80mm ml 15 -
Dia 110 mm ml 40 -
Supply and install 300mm half ditch pre cast concrete around the
8.2 ml 39 -
building for storm water drainage
supply and install Dia 110 mm UPVC down pipe and the price
8.3 shall includes fittings, clamps and any necessary fixing ml 15 -
works/materials.
.supply and install Dia 50 mm UPVC down pipe and the price
.
8.4 shall includes fittings, clamps and any necessary fixing ml 10 -
works/materials.
Supply and fix Guage 28 metal sheet gutter with the necessary
8.5 ml 8 -
fixinq materials and fittinqs and painting works.
Sub-Total Carried to Summary -
II Septic tank & Soak Away Pit works -
A. Septic Tank -
1 Excavation and earth work -
1.1 Bulk Excavation m3 58 -
Excavation in ordinary and soft rock formation for septic tank to a
1.2 m3 140 -
depth of 3m from reduced level
1.3 Ditto, item 1.1, but for hard rocks m3 80 -
Excavation in ordinary and soft rock formation for septic tank to
1.4 m3 80 -
a depth of 2m from reduced level
1.5 Ditto, item 1.3, but for hard rocks m3 80 -
Remove surplus excavated material and caraway to a
1.6 recommended place with the Municipality recommended m3 72 -
dumping site.
Backfilling under hard core & around masonry with selected
1.7 granular borrowed materials from outside and well ram in layers m3 70 -
not exceeding 20 cm thick;
Sub-Total Carried to Summary -
2 Concrete Work -
supply and build 100mm lean concrete quality C-5 150kg of
2.1 m2 30 -
cement!m3 for septic tank bottom level
Supply and build reinforced concrete quality C-25, minimum
2.2 cement content of 360kg of cement! m3 filled in to form work -
and vibrated around rod reinforcement
a to 200mm septic tank to bottom slab m3 6 -
b to 100mm thick septic tank top slab m3 3 -
Supply and build 700mmx700mm pre cast reinforced concrete
(mesh dia. 8mm bar in clc 15mm) manhole cover with metal
c pcs 2 -
frame works, grating plate and the price shall include all
necessary works.
Supply and fix Form work and the form work shall be timbered or
2.3 steel or a combination of two, sufficient to contain the wet -
concrete without leakage. Enough to appreciable deflection
a) to bottom slab m2 4 -
b) to septic tank top slab cover m2 22 -
Supply and build mild steel bar reinforcement according to
structural drawings. Reinforcement shall be free from dirt, oil,
2.4 grease and any other substance which may affect the -
reinforcement and concrete bond and price shall include cuttinq
bencinc and placinq in position.
Dia 12 mm deformed bar kg 1,030 -
Sub-Total Carried to Summary -
3 Masonry Work -

Supply and build 500mm thick basaltic or equivalent type


masonry bedded in cement mortar (1 :3) mix below ground
3.1 m3 26 -
surface. Price shall include cement mortar bed and any necessary
works including internal wall three coats of plastering.

Supply and build 120mm brick masonry septic partition wall


3.2 bedded in cement mortar (1:3) mix. Price shall include cement m3 1 -
mortar bed.
Sub-Total Carried to Summary -
4 Plastering -
4.1
I
Provide and apply three coats of plastering in cement mortar
to bottom slab
m2 18 -

Provide and apply two coats of plastering in cement mortar


4.2 m2 27 -
to top slab
Sub-Total Carried to Summary -
B. Soak away pit works -
1 Excvation and earth work -
a) Excavation in ordinary and soft rock fromation for soak away
1.1 m3 38 -
pit to a depth of 3m from redued level
b) Ditto, but hard rock m3 15 -

1.2 I
Remove surplus excavted material and cartaway to a
recommended place by Engineer but the distance shall not far
than 3km
m3 38 -

Backfilling with selected granular borrowed materials from


1.3 outside and well ram in layers not exceeding 20 cm thick around m3 9 -
the building
Sub-Total Carried to Summary -
2 Concrete Work -
Reinfroced concrete quality C-25, minimum cement content of
360kg of cement/ m3 filled in to form work and vibrated around
2.1 -
rod reinforcement. The cost shall include reinforcement bars and
necessary formowrks.
to 100mm soak away pit to top slab with reinforcement bar dia.
a) m3 1 -
12mm c/c 20cm rebar both ways
700mmx700mm pre cast reinfored concrete (mesh dia. 8mm bar
b) in c/c 15mm) manhole cover with metal frame works, grating pcs 1 -
plate and the price shall include all necessary works.
Sub-Total Carried to Summary -
3 Masonry Work - -
Supply and build 500mm thick basaltic or equivalent type half
3.1 dry and half casted with mortar masonry below ground level for m3 15 -
soak away.
Sub-Total Carried to Summary -
III Miscellaneous works -
1 Solar panel -
Supply and install standard solar panel which can serve for 16
lamphs (370watts) and the cost shall include the all required
1.1 LS 1 -
connection of points, switches, 16 lamphs each have 20 watt,
Solar battery 250watts (AH) as per the design.
Sub-Total Carried to Summary -
2 Fence and Gate Works -

I
Supply and fix 2m high fencing with 2mm thick wire mesh and
2mm thick galvanized barbed wire on top level 300 inclination
with three steps and fix with 3000*40*40*4mm Angle iron post
2.1 ml 80 -
with 1.5m spacing buried in 40cm concrete foundation according
to detail drawings and the cost shall include excavation, disposal,
anchor works, concrete, painting and any necessary works.
Ditto, but 1.2m wide metal gate with 2mm thick lamera and
40x40x2mm RHS frame fixed with 3" Galvanized Pipes of
anchored poles. The height of the lamera to be 1m height and the
2.2 remaining height to be 20*20*1mm RHS having 10cm c/c pcs 1 -
spacing according to detail drawings. Prices shall include all
necessary iron mongary, hings, locks, door handle, installation
works and all necessary paintings.
Grand Total for One Communal Toilet Type_II -

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