Public Toilet Construction Plan
Public Toilet Construction Plan
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 - -
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
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
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 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.
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.
3.3.9 Ditto Item No 3.3.8 but PN 6, diameter 160mm for waste line No 1
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
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
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
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.
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 -
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 -
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 -