SUMMARY SHEET

No Bill No Estimated Amount

1 Bill No. 3: Fincharo 1,476,267.96
2 Bill No. 4 : Shimbir Fatuma 1,448,759.00
3 Bill No. 5 : Qarsadamu 1,047,035.00
4 Bill No. 6 : Wargadud 2,333,472.00
5 Bill No. 16: Qalanqalesa 1,315,213.00
6 Bill No. 17: Chachabole 983,494.00
7 Bill No. 18: Harsanga 705,903.20

Grand Total 9,310,144.16

 BOQ No:3
Project : BORESHA
County Mandera
Sub CountMandera South
Location Fincharo

Descripti Borehole Solarization, Construction of 2No. Cattle

on Troughs, Construction of 1No Pump House and
Community Water Point

Item No Item Description Unit Qty Rate Amount

A Borehole Solarization
Element No.1: Supply and deliver to site, install
and commission test the following:
Dayliff DSD 8/40, 7.5 KW 3PH Pump c/w Pump End and -
1.1 Sub-mortar or its approved equivalent including pump Set 1
installation
1.2 Dayliff SV3 7.5KW 3PH Sunverter Set 1 -
1.3 Dayliff 2" Adaptor Set No. 1 -
1.4 Borehole cover 2"x6" complete with fittings No. 1 -
1.5 Adaptor Box 4x4x3mm No. 1 -
1.6 PVC conduit pipe 25mm Class D No. 26 -
1.7 Monocrystalline photo voltaic solar modules 665W, 24Vdc No. 17 -
1.8 Dayliff 4ST 1000 DC/40A PV Disconnect Switch No. 1 -
1.9 Earth rod complete with clamp No. 1 -
1.10 Lightning Arrestor No. 1 -
1.11 Copper Earth Cable 6mm2 M 25 -
1.12 IMeter PVC Cooling sleeve "4" No. 1 -
1.13 6mm2 4 core underground cable (armoured) M 28 -
1.5mm2- 2 core undergroudn armoured cable(elecrode
1.14 M 28 -
sensor)
1.15 6mm2 - 4 core standard PVC flat submersible drop cable M 160 -
1.16 Londex standard dual core cable (probe sensor) M 160 -
1.17 Twin flat10mm cable with earth (Wiring connection) M 35 -
1.18 Well probe sensor No. 1 -
GS sunverter steel fabricates enclosure
1.19 No. 1 -
1000x500x350mm
LS 1 -
Design as per radiations day angle, fabrication and
installation of solar support structure for the specified
solar panels. Rate to include for system testing. Use
75mmx 75mmx3mm SHS vertical support,
1.20 50mmx50mmx3mm struts and 50mmx50mmx2mm SHS
purlins sections to hold panels tight into position. All
joints braced. Height of the structure 4m above ground.
The structure design must be preapproved before
installation by the clients engineers

Installation Sundries (cable ties, insulation tape, spacing -

1.21 Item 1
tape, spicing joints etc)
Solar security light (50W LED light, 120W Solar Module, -
1.22 150Ah Sealed maintenance free battery, Dawn-to dusk 2
controller, 6m high pole c/w battery box
-
1.23 Manual change over switch 100 Amp the Solar System 1
with a 30KVA generator
Sub Total -

Element No.2 : Installation and Transportation

2.1 Installation labour, testing and transportation to site LS 1 100,000.00 100,000.00
Sub Total 100,000.00
Total 100,000
 B Cattle Trough (10.4M Long X1.4M Wide)
Element No.1: Earth Works
1.1 Site cleaning up to 5cm of the top soil for the construction m2 37.12 100.00 3,712.00
of construction of animal troughs
1.2 Foundation excavation for the animal troughs 30cm deep m3 9.0 450.00 4,071.60
1.3 Chart away surplus material more than 100m from the m3 9 550.00 4,976.40
construction site or as directed by the Engineer .
Sub Total 12,760.00

Element No.2: Masonry Works

2.1 20cm hard core used for the foundation base of the cattle m3 7.54 1,500.00 11,310.00
trough.The unit price include supplying of basaltic stone
material or equivalent with crushing, placing and
compacing of the stone on the site.

2.2 Construction of 200mm thick masonry wall 400mm high m2 9.44 2,500.00 23,600.00
in cement & sand mortar1:4 mix
2.3 Supply and construct inspection chamber/gate valve No 1 15,000.00 15,000.00
chamber with dimensions 1m long x 1m wide and 0.4 m
height using block wall, with 60cm x60cm lockable,
painted steel plate manhole cover for housing the control
valves next to the animal trough.
Sub Total 49,910.00

Element No.3: Concrete Works

3.1 15cm RCC concrete base slab reinforced with heavy m3 4.52 14,500.00 65,598.00
gauge mesh wire and concrete mix ratio 1:2:4. Unit cost
includes mixing, form work, placing, compacting and
curing of RCC structure.
Sub Total 65,598.00

Element No.4: Plastering

4.1 Two coats of 20mm plastering to the internal and m2 32.8 1,050.00 34,440.00
external part of the walls. The inner surface and floor of
the trough should be mixed with water proof cement

Sub Total 34,440.00

Element No.5: Plumbing and Piping Works

5.1 Excavation
5.1.1 Excavation of pipe trench 300mm wide x600mm deep in
m3 18.00 1,500.00 27,000.00
soft soil and backfill for a pipeline trench 100 meters long
5.2 Pipe works
Supply, deliver to site, joint and lay the following PN10
HDPE pipes.
Jointing by butt fusion on HDPE pipes to attain parent
material strength at the joints. All fittings should be
removable for ease of replacement or servicing. Tee-off
points with gate valves should be supplied as per
pipeline.
5.2.1 PN10 75mm HDPE pipes as per the specification above LM 550 300.00 165,000.00
5.3 Pipe Fittings
5.3.1 Supply, deliver to site, joint and fix the following fittings
5.3.2 75mm HDPE Equal Tee PN 10 Pcs 4.00 2,700.00 10,800.00
5.3.3 75mmx75mm HDPE male adaptor Pcs 10.00 1,700.00 17,000.00
5.3.4 75mmx63mm HDPE male adaptor Pcs 2.00 1,200.00 2,400.00
5.3.5 75mm HDPE Equal Couplings Pcs 4.00 1,200.00 4,800.00
5.3.6 2" Peggler gate valve Pcs 4.00 5,000.00 20,000.00
5.3.7 2" G.I sockets Pcs 5.00 250.00 1,250.00
5.3.8 2" Hexaganol Nipple Pcs 6.00 250.00 1,500.00
5.3.9 2" G.I Elbow Pcs 6.00 250.00 1,500.00
5.3.10 2" G.I Union Pcs 6.00 250.00 1,500.00
5.3.11 3"x2" reducing bush Pcs 6.00 250.00 1,500.00
5.3.12 3: G.I sockets Pcs 4.00 250.00 1,000.00
5.3.13 2" G.I Pipe class B (6m long) Pcs 2.00 7,500.00 15,000.00
5.3.14 PTFE tapes (Packet of 10) Packet 4.00 1,000.00 4,000.00
5.3.15 Supply all materials, and construct standard masonry No 3.00 15,000.00
lockable valve chamber of 1000mm wide x1000mm long 45,000.00
x 1000mm deep
Sub Total 319,250.00
Total 481,958.00
Total for 2 Cattle Troughs

C Pump House/ Generator House (4150mmx4000mm)

Element No.1:Site clearance:
1.1 Clear the site from the debris and commence site 1 25 100.00 2,500.00
establishment Sub Total 2,500.00

Element No.2: Excavation and Backfilling

2.1 Excavation of substructure foundation (0.6mx0.5mx16m)
the excavation of pipe trenches M3 2.28 550.00 1,254.00

2.2 Supply and backfill with150mm approved hardcore and

rashed Stone, supply and fill (imported or Excavated M3 2.4 1,500.00 3,600.00
selected material over the ground floor compact AS PER
Specification
2.3 Supply and fill 100mm thick approved murram over the
selected material, level with hammer M3 1.6 1,500.00 2,400.00

Sub Total 7,254.00

Element No.3: Masonry Work

3.1 Substructure Walling
3.1.1 Construct 3 courses of 225mmX225mm natural cut stone 7.2
foundation wall bedded in cement sand mortar 1:3. Rate
to include reinforcement with hoop iron at every 2 M2 3,000.00 21,600.00
courses and at the last course to hold the 100mmx 50mm
wall plate
3.2 Superstructure Walling - Masonry
3.2.1 Construct 5 courses of 150mmX225mm well dressed m2 16.8 3,000.00
natural cut stone superstructural wall bedded in cement
sand mortar 1:3 with one side left for plastering. Rate to 50,400.00
include reinforcement with hoop iron at every 2 courses

3.2.2 150mm wide DPM to walls m 16 350.00 5,600.00

3.3 Superstructure Walling - Timber Work -
All structure members shall be in seasoned cypress wood
and painted two coats of anti termite solution -

3.3.1 100mm X 50mm bottom wall plate m 16.00 450.00 7,200.00

3.3.2 100mm X 50mm top wall plate m 16.00 450.00 7,200.00
3.3.3 100mm X 50mm studs (vertical height -2400mm from m 38.40 450.00
the bottom wall plate) 17,280.00

3.3.4 100mm X 50mm girts m 32.00 450.00 14,400.00

3.3.5 Heavy gauge mesh wire Pcs 14.00 6,500.00 91,000.00
Sub Total 214,680.00

Element No.4: Concrete Works

4,1 100mm thick concrete class 25 (1:2:4) for blinding the m3 14,500.00 6,612.00
600mm wide foundation wall footing 0.456

4.2 150mm concrete class 25 (1:2:4) in floor slab m3 2.40 14,500.00 34,800.00
4.3 75mm Concrete Grade 15 (1:3:6) fort disabled person m3 0.25 12,500.00 3,150.00
access ramp, sloping at 1:7
4.4 Construct a concrete plinth1.2m wideX2m longX0.5m m3 1.5 30,000.00 45,000.00
thick with concrete class 25(1:2:4) with double
strand10mm reinforcement bars.

Sub Total 89,562.00

Element No. 5: Concrete Ancillaries

5.1 Formwork
Provide cut and fix in position sawn timber formwork or
equivalent.
5.1.1 b) Edges of floor slab with 50mm x150mm m2 16.00 650.00 10,400.00
5.1.2 e) Tree props to support the 50mm x 150mm timbers of Poles 5.00 500.00 2,500.00
the flooor slab
5.2 Reinforcement -
Steel reinforcement cut, bend & placed in position, unit -
price to include cutting, bending & placing in position
with binding wire and concrete seats

5.2.1 d) 10mm diameter high tensile steel (0.617kg/m) in Kgs 145.00 230.00 33,350.00
channel base and both wallings spaced @200mm C/C
Sub Total 46,250.00

Element No.6: Roofing

6.1 Currugated Sheets
6.1 Corrugated sheets and BP760 Boxed profiled sheets
(3000mm long X762mm wide) Nailed to 50 X50 mm Pcs 16 3,000.00 48,000.00
purlins.
6.2 Timber Work
All structure truss members shall be in seasoned cypress
wood and painted two coats of anti termite solution and
shall be tight fixed with top tie beam with 6mm diameter
plain bar.
6.2.1 100mmX50mm timber to rafter and tie beam LM 30.00 450.00 13,500.00
6.2.2 50mmX50mm timber to fasten the truss members LM 6.80 450.00 3,060.00
6.3.3 100 X 50mm vertical member (King Post) LM 6.00 450.00 2,700.00
6.3.4 50mmX50mm roof purlins LM 36.00 450.00 16,200.00
6.3.5 200mmx 25mm prepainted Fascia Board LM 16.00 650.00 10,400.00
6.3.6 50mmX50mm Ceiling buttens LM 77.40 450.00 34,830.00
6.3.7 Supply and fix 4mm laminated ceiling board in rooms
with appropriate ceils nails M2 16 750.00 12,000.00

Sub Total

Element No.7: Finishing Works

7.1 Apply 20mm thick plaster to internal surfaces with
cement & sand mortar 1:2 M2 15.36 1,050.00 16,128.00

7.2 Apply 20mm thick plaster to external surfaces as skirting

with cement & sand mortar 1:2 M2 6.4 1,050.00 6,720.00

7.3 Apply 2 coats of first grade superfast emulsion paint m2 15.36 400.00
(Dura Coat) to the pump house internal surfaces 6,144.00

7.4 Apply 2coats of first grade plastic emulsion paint on the m 2 16.00 400.00
ceiling surface. 6,400.00

7.5 Apply 3 coats of supergloss paint (Dura Coat) external m 2 17.40 600.00
keyed block wall grooves. 10,440.00

Sub Total 45,832.00

Element N.8: Fixture and Fittings

8.1 Door
8.1.1 Fabricate 2000mmx2100mm double door made of 16
gauge steel plate welded to the frame, 38x38x3mm thick
steel angles for door main frame, 25mmx25mm x 2mm
RHS welded to steel plate. Make provisionof 100mm wall PCS 1 15,000.00 15,000.00
passes for anchoring the door frame on the wall

Sub Total 15,000.00

Element No.9: Electrical Installations

9.1 Carry out elctrical installation using white rectangular Lumpsu 1.00 30,000.00 30,000.00
electrical conduits and 2.5mm single cable including m
double electrical (2pcs) sockets, 1 double gang switch
(1pcs) as well flouresent holder and bulb (2 set)

Sub Total 30,000.00

Total 451,078.00

(D) Communal Water Point - 6 TapTap Stand

 Element No.1: Excavation/ Earthworks
1.1 Site cleaning up to 5cm of the top soil for the construction m2 25.0 100.00 2,500.00
of public water collection point.
1.2 Bulk excavation in the top soil (300cm) for the tap stand. m3 1.7 450.00 765.45
1.3 Dispose away surplus material more than 10Om from the m3 1.3 550.00 715.55
construction site or as directed by the Engineer .
Sub Total 3,981.00

Element No.2; Masonry Work

2.1 200mmx225mm x450mm natural stone to walls to m2 8.52 3,000.00 25,560.00
substructures and sub substructure for both the water
kiosk and access ramp retention walling, 1:3 sand/cement
mortar. Rate to included mild all reinforcement at every
course
2.2 Fill with approved hardcore the kiosk capartment and the m3 0.9 3,000.00 2,550.00
ramps to height of 45cm on and 70cm respectively from
the foundation base. The unit price include supplying of
basaltic stone material or equivalent with crushing,
placing and compacting for water kiosk base

2.3 Supply all materials, and construct standard masonry No 1.0 15,000.00 15,000.00
lockable valve chamber of 1000mm wide x1000mm long
x 1000mm deep with 150mmx225mm blocks and install
600mmx600mm lockable, painted steel plate manhole
cover for housing the control valves next to the water
kiosk.
Sub Total 43,110.00

Element No.3: Concreting

3.1 5cm thick blinding layer under foundations with class15: m3 1.13 12,500.00 14,175.00
mix 1:3:6 , cement: sand:aggregate
3.2 20mm reinforced concrete vertical wall for tap stand m3 0.57 14,500.00 8,265.00
150cm from the foundation base reinforced with 10mm
twisted bars spaced@20mm c/c concrete mix ratio 1:2:4.
Unit cost includes mixing, form work, placing, compacting
and curing of RCC structure.
3.3 150cm RCC concrete water kiosk floor slab reinforced m3 0.38 14,500.00 5,510.00
with heavy gauge mesh and concrete mix ratio 1:2:4.
Unit cost includes mixing, form work, placing, compacting
and curing of RCC structure.
3.4 10cm RCC concrete access ramp reinforced with heavy m3 0.29 14,500.00 4,234.00
gauge mesh and concrete mix ratio 1:2:4. Unit cost
includes mixing, form work, placing, compacting and
curing of RCC structure.
3.5 Construction of RCC 100mm thick with mesh wire sand, m3 0.11304 14,500.00 1,639.08
aggregate and cement ratio of 1:2:4 to cover the soak
away pit
Sub Total 33,823.08

Element No.4: Finishes

4.1 Plaster with 20mm thick mortar mix ratio of 1:3 on the m2 8.47 1,050.00 8,893.50
foundation wall surfaces, vertical concrete wall and
slabwith smooth metal float finish.

4.2 Provide for 110mm waste pipe with 2 elbow for the water lumpsu 1 4,000.00 4,000.00
drainage and 110mm diameter metallic vent grille at the m
drainage main inlet
Sub Total 12,893.50

Element No.5 Soak Away Pit

5.1 Excavation of soak away pit for water drainage 1000mm m3 3.14 1,500.00 4,710.00
deep x 1000m diameter fed with 110mm heavy gauge
waste pipe and it accessories.

5.2 Backfilling of the soak away pit with approved rubble m3 1.2 1,500.00 1,800.00
stones/hardcore Sub Total 6,510.00

Element No.6: Plumbing and Piping Works

6.1 1" GI nipple Class B Pcs 6 250.00 1,500.00
6.2 1" Hexagonal nipple class B Pcs 6 250.00 1,500.00
 6.3 1"G.I union class B Pcs 3 250.00 750.00
6.4 1"x3/4"reducing bush class B Pcs 6 250.00 1,500.00
6.5 1" GI Socket class B Pcs 10 ### 50,000.00
6.6 1" GI pipe Class B Pcs 1 250.00 250.00
6.7 1" GI elbow class B Pcs 5 250.00 1,250.00
6.8 1" GI Cross Tee Pcs 4 250.00 1,000.00
6.9 1' Hexagonal nipple Pcs 4 250.00 1,000.00
6.10 Push/Self closing cock's/taps Pcs 12 5,500.00 66,000.00
6.11 1" water meter Pcs 1 7,500.00 7,500.00
6.12 Supply all materials, and construct standard masonry No 1 15,000.00 15,000.00
lockable valve chamber of 1000mm wide x1000mm long
x 1000mm deep
Sub Total 147,250.00
7 Element No.7: Tap Stand Protection Fence
(5000mm x5000mm)
7.1 Poles and ancillary items
7.11 Supply transport to site and install 100mmx100mm thick
concrete poles 2200mm tall with provision for barbed Pcs 13 4,000.00 52,000.00
wire line holes. Rate to include for excavation of pole pits
7.12
Supply and install 1500mm wide x1.8mm high single
leave steel grill gate to the concrete poles complete with
iron mongery (use 50mmx25mmx6mm SHS with Pcs 1 4,000.00 4,000.00
38mmx25mmx6mm vertical members). Provide for epoxy
primer paint with 2 coats of final gloss paint

7.13 G12.5 chainlink 1.8m high SM 40 1,700.00 68,000.00

7.14 Barbed wire 16g, 25kg -6 strand LM 120 400.00 48,000.00
Sub Total 172,000.00

7.2 Element No.8: Mass concrete class C20/25 in:

7.21 To poles CM 0.67513 14,500.00 9,789.38
Column edges over 150mm but not exceeding 300 mm
7.22 SM 7 1,050.00 7,350.00
girth
7.23 150mm wide x 150mm deep Concrete pitching to
CM 0.45 14,500.00 6,525.00
chainlink base ratio 1:3:6
Sub Total 23,664.38
Total for One (1) Communal Tap Stand 443,231.96

SUMMARY AMOUNT
A BOREHOLE SOLARIZATION 100,000.00
B CATTLE TROUGH CONSTRUCTION 481,958.00
C PUMP HOUSE/GENERATOR HOUSE CONSTRUCTION 451,078.00
D COMMUNAL WATER POINT CONSTRUCTION 443,231.96

GRAND TOTAL ###

 BOQ No:4
County Mandera
Sub CountMandera South
Location Shimbir Fatuma

Descripti Borehole Solarization &Equiping and Perimeter

on Fencing

Item No Item Description Unit Qty Rate Amount

A Borehole Equiping and Solarization Works
Element No.1:Supply and deliver to site, install
and commission test the following:
Dayliff DSD 8/40, 7.5 KW 3PH Pump c/w Pump End and -
1.1 Set 1
Sub-mortar or its approved equivalent
1.2 Dayliff SV3 7.5KW 3PH Sunverter Set 1 ### 157,500.00
1.3 Dayliff 2" Adaptor Set No. 1 -
1.4 Borehole cover 2"x6" complete with fittings No. 1 -
1.5 Adaptor Box 4x4x3mm No. 1 -
1.6 PVC conduit pipe 25mm Class D No. 26 -
Monocrystalline photo voltaic solar modules 665W,
1.7 No. 17 -
24Vdc
1.8 Dayliff 4ST 1000 DC/40A PV Disconnect Switch No. 1 -
1.9 Earth rod complete with clamp No. 1 -
1.10 Lightning Arrestor No. 1 -
1.11 Copper Earth Cable 6mm2 M 25 -
1.12 IMeter PVC Cooling sleeve "4" No. 1 -
1.13 6mm2 4 core underground cable (armoured) M 28 -
1.5mm2- 2 core undergroudn armoured cable(elecrode
1.14 M 28 -
sensor)
1.15 6mm2 - 4 core standard PVC flat submersible drop cable M 160 -
1.16 Londex standard dual core cable (probe sensor) M 160 -
1.17 Twin flat10mm cable with earth (Wiring connection) M 35 -
1.18 Well probe sensor No. 1 -
GS sunverter steel fabricates enclosure
1.19 No. 1 -
1000x500x350mm
LS 1 -
Design as per radiations day angle, fabrication and
installation of solar support structure for the specified
solar panels. Rate to include for system testing. Use
75mmx 75mmx3mm SHS vertical support,
1.20 50mmx50mmx3mm struts and 50mmx50mmx2mm SHS
purlins sections to hold panels tight into position. All
joints braced. Height of the structure 4m above ground.
The structure design must be preapproved before
installation by the clients engineers

Installation Sundries (cable ties, insulation tape, spacing -

1.21 Item 1
tape, spicing joints etc)
1.22 Solar security light (50W LED light, 120W Solar Module, 2 -
150Ah Sealed maintenance free battery, Dawn-to dusk
controller, 6m high pole c/w battery box

-
1.23 Manual change over switch 100 Amp the Solar System 1
with a 30KVA generator
Sub Total 157,500.00
 Element No.2 : Installation and Transportation
2.1 Installation labour, testing and transportation to site LS 1 ### 100,000.00
Sub Total 100,000.00
Total 257,500

B Perimeter Fencing 30mx30m

Element No.1: Supply of Concrete Poles & Other Material Inputs

Supply transport to site and install 100mm x100mm
thick concrete poles,3000mm long with 500mm cranked
length and 6 provisional holes to accomodate
1.1 Pcs 50 4000 200,000.00
straining/barbed wire spaced @ 2500mmc/c. Rate to
include for excavation of pole pits and firming with
concrete at the poles base.
Ditto but 100mmx100mm and 2000mm long precast No. 16 4,000
concrete strut posts of grade C-20 placed at corners and
1.2 after every 15m spacing. Rate to include for excavation 64,000.00
of pole pits and firming with concrete at the poles base.

Provide materials, fabricate and install purpose made

steel grilled double leaf security gate overall size
4000x2000mm high in two equal opening leaves each
size 2000x2000mm high with external frame of
50x50x3mm SHS. Vertical bracing of 50x50x3mm
1.3 spaced @400mm c/c, horizontal frame of 40x40x3mm Pcs 1 150000 150,000.00
spaced @ 300mm c/c all fixed to external frame by
wielding including all hinged supported by RC columns
complete with locking devices all painted with two coats
of approved primer and finished with final coat first
grade gloss paint.
1.3 G12.5 chainlink 2m high SM 240 1700 408,000.00
1.4 Barbed wire 16g, 25kg -6 strand LM 720 400 288,000.00
Sub Total ###

Element No.2: Mass concrete class C20/25 in:

2.1 To concrete poles CM 0.918 14,500.00 13,311.00
2.2 300mmx300mm Gate columns CM 0.5 14,500.00 7,250.00
150mm wide x 150mm deep Concrete pitching to
2.30 CM 2.7 14,500.00 39,150.00
chainlink base ratio 1:3:6
Sub Total 59,711.00

Element No.3: Conceter Ancillary

3.1 Formwork to;
Column edges over 150mm but not exceeding 300 mm
3.1.1 SM 21.12 650.00 13,728.00
girth
3.2 Reinforcment Bars -
Provide, cut and place 10mm square twisted steel
3.2.1 Kg 20 230 4,600.00
rebars in gate columns and 600mmx600mm footing
8mm twisted steel rebars as stirrups in column
3.2.2 Kg 14 230 3,220.00
@150mm
Sub Total 21,548.00

Elememnt No.4: Finishes

20mm thick plastering with cement: sand (1:4) screed to
4.1 surfaces with 12mm thick lime steel trowelled smooth SM 21.12 550.00 11,616.00
finish on columns
4.2 Gloss painting to columns- code provided by Engineer SM 6 600.00 3,600.00
Sub Total
Total ###
 SUMMARY AMOUNT
A BOREHOLE SOLARIZATION & EQUIPING 257,500.00
B PERIMETER FENCING 1,191,259.00

GRAND TOTAL ###

 BOQ No:5
Project :BORESHA
County Mandera
Sub CouMandera South
LocationQarsadamu

Descrip Installation of Perimeter Fencing

tion

Item No Item Description Unit Qty Rate Amount

A Perimeter Fencing 30mx30m
Element No.1: Supply of Concrete Poles & Other Material Inputs
Supply transport to site and install @2500mmc/c concrete
poles 2600mm tall and 500 cranked length with
100mmx100mm cross sectional area with 6 provisional
1.1 Pcs 60 4000 240,000.00
holes for barbed wire. Rate to include for excavation of pole
pits and strainers (8) and firming with concrete at the poles
base.
Provide materials, fabricate and install purpose made steel
grilled double leaf security gate overall size 4000x2000mm
high in two equal opening leaves each size 2000x2000mm
high with external frame of 50x50x3mm SHS. Vertical
bracing of 50x50x3mm spaced @400mm c/c, horizontal
1.2 Pcs 1 4000 4,000.00
frame of 40x40x3mm spaced @ 300mm c/c all fixed to
external frame by wielding including all hinged supported
by RC columns complete with locking devices all painted
with two coats of approved primer and finished with final
coat first grade gloss paint.
1.3 G12.5 chainlink 2m high SM 240 1700 408,000.00
1.4 Barbed wire 16g, 25kg -6 strand LM 720 400 288,000.00
Sub Total 940,000.00

Element No.2: Mass concrete class C20/25 in:

2.1 To concrete poles CM 14,500.00 13,311.00

0.918

2.2 300mmx300mm Gate columns CM 0.5 14,500.00 7,250.00

150mm wide x 150mm deep Concrete pitching to chainlink

2.30 CM 2.7 14,500.00 39,150.00
base ratio 1:3:6
Sub Total 59,711.00

Element No.3: Conceter Ancillary

3.1 Formwork to;

Column edges over 150mm but not exceeding 300 mm
3.1.1 SM 21.12 650.00 13,728.00
girth
3.2 Reinforcment Bars -
Provide, cut and place 10mm square twisted steel rebars in
3.2.1 Kg 20 230 4,600.00
gate columns and 600mmx600mm footing
3.2.2 8mm twisted steel rebars as stirrups in column @150mm Kg 14 230 3,220.00
Sub Total 21,548.00

Elememnt No.4: Finishes

20mm thick plastering with cement: sand (1:4) screed to
4.1 surfaces with 12mm thick lime steel trowelled smooth SM 21.12 1,050.00 22,176.00
finish on columns
4.2 Gloss painting to columns- code provided by Engineer SM 6 600.00 3,600.00
Sub Total 25,776.00
Total ###

SUMMARY AMOUNT
A PERIMETER FENCING 1,047,035.00

GRAND TOTAL ###

 BOQ No:6
Project : BORESHA
County Mandera
Sub CountyMandera South
Location Wargadud

Descriptio Borehole Solarization, 1No. Water Kiosk

n Construction and 2No.Cattle Trough Construction

Item No Item Description Unit Qty Rate Amount

A Borehole Equiping and Solarization Works
Element No.1:Supply and deliver to site, install and
commission test the following:
Dayliff DSD 8/40, 7.5 KW 3PH Pump c/w Pump End and Sub- -
1.1 Set 1
mortar or its approved equivalent
1.2 Dayliff SV3 7.5KW 3PH Sunverter Set 1 -
1.3 Dayliff 2" Adaptor Set No. 1 -
1.4 Borehole cover 2"x6" complete with fittings No. 1 -
1.5 Adaptor Box 4x4x3mm No. 1 -
1.6 PVC conduit pipe 25mm Class D No. 26 -
1.7 Monocrystalline photo voltaic solar modules 665W, 24Vdc No. 17 -
1.8 Dayliff 4ST 1000 DC/40A PV Disconnect Switch No. 1 -
1.9 Earth rod complete with clamp No. 1 -
1.10 Lightning Arrestor No. 1 -
1.11 Copper Earth Cable 6mm2 M 25 -
1.12 IMeter PVC Cooling sleeve "4" No. 1 -
1.13 6mm2 4 core underground cable (armoured) M 28 -
1.5mm2- 2 core undergroudn armoured cable(elecrode
1.14 M 28 -
sensor)
1.15 6mm2 - 4 core standard PVC flat submersible drop cable M 160 -
1.16 Londex standard dual core cable (probe sensor) M 160 -
1.17 Twin flat10mm cable with earth (Wiring connection) M 35 -
1.18 Well probe sensor No. 1 -
1.19 GS sunverter steel fabricates enclosure 1000x500x350mm No. 1 -
LS 1 -
Design as per radiations day angle, fabrication and
installation of solar support structure for the specified solar
panels. Rate to include for system testing. Use 75mmx
75mmx3mm SHS vertical support, 50mmx50mmx3mm
1.20
struts and 50mmx50mmx2mm SHS purlins sections to hold
panels tight into position. All joints braced. Height of the
structure 4m above ground. The structure design must be
preapproved before installation by the clients engineers

Installation Sundries (cable ties, insulation tape, spacing -

1.21 Item 1
tape, spicing joints etc)

Solar security light (50W LED light, 120W Solar Module, -

1.22 150Ah Sealed maintenance free battery, Dawn-to dusk 2
controller, 6m high pole c/w battery box
-
1.23 Manual change over switch 100 Amp the Solar System with 1
a 30KVA generator
-
Sub Total

Element No.2 : Installation and Transportation

2.1 Installation labour, testing and transportation to site LS 1 150,000.00 150,000.00
Sub Total 150,000.00
Total 150,000

Element No.2: Standard Water Kiosk with 5,000

B Liters Ovehead Tank
Element 1: Excavation
1.1 General excavation to remove top soil to an average depth m2 17 100.00 1,700.00
1.2 of 250mm for wall footing depth not exceeding 1200mm
Excavation m3 5.5 450.00 2,475.00
1.3 deep
Excavation for front area depth not exceeding 250mm m3 4.5 100.00 450.00
1.4 Cart away surplus excavated material & deposit at m3 2.5 450.00 1,125.00
1.5 recommended area
300mm thick approved hard-core, well compacted in layers m2 11 1,500.00 16,500.00
not exceeding 150mm and blinded using 50mm
murrum/quarry dust
1.6 Gauge 1000 polythene Damp proof on 50mm murrum m2 11 350.00 3,850.00
blinding Sub Total 26,100.00

Element No.2: Masonry Work

2.1 200x225x450mm natural stone to walls to superstructures m2 16 3,000.00 48,000.00
walling in 1:3 sand/cement mortar finished with steel
finished on one side. Rate to included mild all
reinforcement at every course
2.2 200x225x450 natural stone to walls to Substructures m2 12 3,000.00 36,000.00
walling in 1:3 sand/cement mortar. Rate to included mild all
reinforcement at every course

2.3 6" x 8" X 8" Concrete ventilation blocks no. 20 2,500.00 50,000.00
2.4 150mm wide DPM to walls m 9.5 350.00 3,325.00
Sub Total 137,325.00

Element No.3: Concrete Work

3.1 Concrete grade 15/20 - 400 mm thick Plinth m3 0.30 12,500.00 3,750.00
3.2 Concrete grade 15/20 - 100mm thick slanting front area m3 0.60 12,500.00 7,500.00
3.3 Reinforced concrete grade 25/20 - 125mm thick floor slab m 3
0.80 14,500.00 11,600.00
3.4 Reinforced concrete grade 25/20 - 150mm thick roof slab m3 1.00 14,500.00 14,500.00
3.5 Reinforced concrete grade 25/20 - 450 X 250mm footing m3 1.10 14,500.00 15,950.00
3.6 Concrete grade 15/20 - to soak pit cover 100mm THK m 3
0.75 12,500.00 9,375.00
3.7 Concrete grade 15/20 - to catch pit base slab m3 0.05 12,500.00 625.00
3.8 Reinforced concrete grade 25/20 - 150mm thick roof slab m3 1.00 14,500.00 14,500.00
3.9 Reinforced concrete grade 25/20 - 300 X 150Thk ring beam m3 0.50 14,500.00 7,250.00
3.1 Reinforced concrete grade 25/20 - 250 X 250mm columns m3 1.00 14,500.00 14,500.00
Sub Total 99,550.00

Element No. 4: Concrete Ancillaries

4.1 Formwork
Provide cut and fix in position sawn timber formwork or
4.11 equivalent.
a) side of foundation footing 150mm wide m 20.00 450.00 9,000.00
4.12 b) edges ground slab 125mm wide m 10.00 450.00 4,500.00
4.13 c) Side of lintel 20mm deep m 2.00 450.00 900.00
4.14 d) Edge of 400mm deep plinth m 4.50 450.00 2,025.00
4.15 e) Edges of roof slab m 10.00 450.00 4,500.00
4.16 f) Underneath roof slab, including propos m2 6.00 650.00 3,900.00
4.17 e) Edges of ring beam m 20.00 450.00 9,000.00
4.2 Reinforcement -
Steel reinforcement cut, bend & placed in position, unit -
price to include cutting, bending & placing in position with
binding wire and concrete seats
4.21 a) Mesh 142 mild steel reinforcement mesh (0.40kg/m 2) in m2 7 350.00 2,450.00
foundation wall
4.22 b) 10mm diameter high tensile steel (0.62kg/m 2) in Kg 45 200.00 9,000.00
4.23 foundation wall
a) 8mm diameter mild steel (0.40kg/m) in foundation wall Kg 10 200.00 2,000.00
4.24 b) 12mm diameter high tensile steel (0.89kg/m) in ring Kg 43 200.00 8,544.00
4.25 beam
c) 8mm diameter mild steel (0.40kg/m) in ring beam Kg 28 200.00 5,544.00
4.26 d) 12mm diameter high tensile steel (0.89kg/m) in column Kg 24 200.00 4,800.00
4.27 footing
e) 12mm diameter high tensile steel (0.89kg/m) in columns Kg 49 200.00 9,800.00
4.28 f) 8mm diameter mild steel (0.40kg/m) in columns Kg 21 200.00 4,200.00
4.29 g) 10mm diameter high tensile steel (0.62kg/m 2) in roof Kg 70 200.00 14,000.00
slab Sub Total 94,163.00

Element No.5: Roofing

5.1 Steel work and G.I Sheets
5.1.1 Provide steel structure mounted on top of the slab to cover LS 1 40,000.00 40,000.00
5.1.2 the tank
Roof cover in Gauge 30 CIS Nailed to 50 X 75mm purlins. m2 15.00 2,500.00 37,500.00
-
5.2 Timber Work -
All structure truss members shall be in seasoned -
eucalyptus wood and painted two coats of anti termite
solution and shall be tight fixed with top tie beam with
6mm diameter plain bar.
5.2.1 a) 150 X 50mm wall plate m 5.00 450.00 2,250.00
5.2.1 b) 50X 100mm timber to rafter m 25.00 450.00 11,250.00
5.2.3 e) 50x50mm roof purlin m 20.00 450.00 9,000.00
5.2.4 e) 250x15mm fascia board m 15.00 450.00 6,750.00
Sub Total 106,750.00

Element No.6: Fittings and Fixtures

6.1 Doors
6.1.1 2000mm x1000mm steel door including locks and hinges to No 1.00 15,000.00 15,000.00
6.2 details
Windows -
6.2.1 1000mm x1000mm steel swing window including locks and No 1.00 10,000.00 10,000.00
hinges to details.
6.3 Storage Shelves -
6.3.1 Provide and fix 3 rows from one piece of MDF (Medium No 1.00 10,000.00 10,000.00
Density Fibre) shelves 400mm wide and supported with
32mmx32mmx 5mm angle lines welded at an angle of 90º
and spaced 800mm apart on the internal walls as shall be
directed by supervising Engineer. The cost include MDT
edge lining strip and boring of 3 holes for afixing the MDF
board with 25mm long self tapping screw.

Sub Total 35,000.00

Element No.7: Pipes and Fittings

All pipes and pipe fittings to be Galvanised Iron with Screw
7.1 1” G.I pipe class B Pcs 1 5,000.00 5,000.00
7.2 1” G.I Elbows No. 8 200.00 1,600.00
7.3 1” G.I sockets No. 8 200.00 1,600.00
7.4 1” dia. Gate Valve as Peglar No. 3 3,600.00 10,800.00
7.5 1" x¾” reducing bush No. 3 200.00 600.00
7.6 1” G.I tee No. 4 200.00 800.00
7.7 1” G.I union No. 4 200.00 800.00
7.8 1” G.I hexganol nipple No. 8 200.00 1,600.00
7.9 1" water meter Pcs 1 7,500.00 7,500.00
7.10 1' non return valve Pcs 1 4,500.00 4,500.00
7.11 2" G.I Pipe class B Pcs 4 7,500.00 30,000.00
7.12 2" back nut class B Pcs 4 150.00 600.00
7.13 2" long screw nipple Pcs 2 200.00 400.00
7.14 2" ball valve Pcs 1 4,500.00 4,500.00
7.15 2" G.I union class B Pcs 3 200.00 600.00
7.16 2" G.I elbow class B Pcs 8 200.00 1,600.00
7.17 2" G.I Socket Pcs 5 200.00 1,000.00
7.18 2'x1" reducing bush Pcs 1 200.00 200.00
7.19 2" Peggler gate valve Pcs 4 5,000.00 20,000.00
7.2 Provide and install 5,000 Litres approved plastic tank on No. 1 50,000.00 50,000.00
top of the kiosk roof complete with all fitting (its nipples,
back nuts and float/ball valve)

Sub Total 143,700.00

8 Element No.8: Finishes

8.1 Pointing to all External wall surfaces with cement sand m2 16.00 450.00 7,200.00
8.2 mortar plastering
Apply 1:2 to lintel surfaces m2 0.40 450.00 180.00
8.3 Apply plastering to all wall faces m2 16.00 450.00 7,200.00
8.4 Provide three coats of gloss paint to all plastered wall faces m2 16.00 600.00 9,600.00
8.5 Provide 3 coats of bituminous paint to all exposed m2 0.40 600.00 240.00
concreted faces Sub Total 24,420.00

9 Element No.9: Drainage and Tank Protection Shade

9.1 Excavate for 400mm square X 900mm catch pit to detail No. 1 2,500.00 2,500.00
9.2 4" X 8 X 18" lining block to the site of the catch pit m 2.4 2,000.00 4,800.00
9.3 100mm thick mass concrete for catch pit base slab m2 0.4 2,050.00 820.00
9.4 Catch pit grating made from welded to form 25mm square No. 1 3,000.00 3,000.00
mesh on 50mm steel frame
9.5 Graded approved free draining hard-core/rubble stone m3 2 1,500.00 3,000.00
filling the soak pit
9.6 225mm Dia. Precast Concrete drainage pipes m 6 1,000.00 6,000.00
9.7 Provide and install roof using Gauge 30 corrugated iron LS 1 30,000.00 30,000.00
sheets and provide for its its supporting structure (Using
Sub Total 50,120.00
HSS Tubes, welded appropriately to cover the tank on top
of the water kiosk as shall be directed by Engineer on site.
Total for One(1) Kiosk 717,128.00
Total for Two (2) Kiosks 2 ### 1,434,256.00

C Cattle Trough (10.4M Long X1.4M Wide)

Element No.1: Earth Works
1.1 Site cleaning up to 5cm of the top soil for the construction m2 37.12 100.00 3,712.0
of construction of animal troughs
1.2 Foundation excavation for the animal troughs 30cm deep m3 9.0 100.00 904.8
1.3 Chart away surplus material more than 100m from the m3 9 450.00 4,071.6
construction site or as directed by the Engineer .
Sub Total 8,688.4

Element No.2: Masonry Works

2.1 20cm hard core used for the foundation base of the cattle m3 7.54 3,000.00 22,620.0
trough.The unit price include supplying of basaltic stone
material or equivalent with crushing, placing and
compacing of the stone on the site.
2.2 Construction of 200mm thick masonry wall 400mm high in m2 9.44 3,000.00 28,320.0
cement & sand mortar1:4 mix
2.3 Supply and construct inspection chamber/gate valve No 1 15,000.00 15,000.0
chamber with dimensions 1m long x 1m wide and 0.4 m
height using block wall, with 60cm x60cm lockable,
painted steel plate manhole cover for housing the control
valves next to the animal trough.
 Sub Total 65,940.0

Element No.3: Concrete Works

3.1 15cm RCC concrete base slab reinforced with heavy gauge m3 4.52 14,500.00 65,598.0
mesh wire and concrete mix ratio 1:2:4. Unit cost includes
mixing, form work, placing, compacting and curing of RCC
structure.
Sub Total 65,598.0

Element No.4: Plastering

4.1 Two coats of 20mm plastering to the internal and external m2 32.8 450.00 14,760.0
part of the walls. The inner surface and floor of the trough
should be mixed with water proof cement

Sub Total 14,760.0

Element No.5: Plumbing and Piping Works

5.1 Excavation
5.11 Excavation of pipe trench 300mm wide x600mm deep in
m3 18.00 450.00 8,100.00
soft soil and backfill for a pipeline trench 100 meters long
5.2 Pipe works -
Supply, deliver to site, joint and lay the following PN10
HDPE pipes.
Jointing by butt fusion on HDPE pipes to attain parent
material strength at the joints. All fittings should be -
removable for ease of replacement or servicing. Tee-off
points with gate valves should be supplied as per pipeline.
5.2.1 PN10 75mm HDPE pipes as per the specification above LM 550 300.00 165,000.00
5.3 Pipe Fittings -
Supply, deliver to site, joint and fix the following fittings -
5.3.1 75mm HDPE Equal Tee PN 10 Pcs 4.00 300.00 1,200.00
5.3.2 75mmx75mm HDPE male adaptor Pcs 10.00 1,700.00 17,000.00
5.3.3 75mmx63mm HDPE male adaptor Pcs 2.00 1,700.00 3,400.00
5.3.4 75mm HDPE Equal Couplings Pcs 4.00 1,200.00 4,800.00
5.3.5 2" Peggler gate valve Pcs 4.00 5,000.00 20,000.00
5.3.6 2" G.I sockets Pcs 5.00 300.00 1,500.00
5.3.7 2" Hexaganol Nipple Pcs 6.00 300.00 1,800.00
5.3.8 2" G.I Elbow Pcs 6.00 300.00 1,800.00
5.3.9 2" G.I Union Pcs 6.00 300.00 1,800.00
5.3.10 3"x2" reducing bush Pcs 6.00 300.00 1,800.00
5.3.11 3: G.I sockets Pcs 4.00 300.00 1,200.00
5.3.12 2" G.I Pipe class B (6m long) Pcs 2.00 8,000.00 16,000.00
5.3.13 PTFE tapes (Packet of 10) Packet 4.00 1,000.00 4,000.00
Supply all materials, and construct standard masonry No 3 15,000.00
lockable valve chamber of 1000mm wide x1000mm long x 45,000.00
5.3.14
1000mm deep
Sub Total 294,400.0
Total
Total for 2 Cattle Troughs 2 588,800.0

D Repair of 3 Existing Cattle Troughs

Element No.1: Hacking
1.1 Hack the existing plastering and dispose off the materials Units 3 5,000.00 15,000.0
Element No.2: Plastering
2.1 Apply 20mm thick plastering to the internal and external m2 36.64 1,050.00 38,472.0
part of the walls. The internal and external surface and
floor of the trough should be mixed with water proof
cement
Sub Total 53,472.0
Total for 3 Cattle Trough Repiar 3 160,416.0
 SUMMARY AMOUNT
A BOREHOLE SOLARIZATION & EQUIPING 150,000.00
B WATER KIOSK CONSTRUCTION 1,434,256.00
C CONSTRUCTION OF CATTLE TROUGHS 588,800.00
D REPAIR OF CATTLE TROUGHS 160,416.00

GRAND TOTAL 2,333,472.00

 BOQ No:16
Project : BORESHA
County Mandera
Sub Mandera South
County
Location Chachabole

Descript Borehole Solarization, Construction

ion of Pump/Generator House and
Repair of 1No. Animal Trough

Item
Item Description Unit Qty Rate Amount
No
A Borehole Solarization (Yield 8 m3/hr, Motor Size 7.5 Kw)

Element No.1: Supply and deliver to

site, install, commission and test
the following for pumping 8m3/hr
with 7.5 Kw Motor size

1.1 Dayliff SV3 7.5KW 3PH Sunverter Set 1 -

Monocrystalline photo voltaic solar -
1.2 No. 17
modules 665W, 24Vdc
Dayliff 4ST 1000 DC/40A PV Disconnect
1.3 No. 1 -
Switch
1.4 Earth rod complete with clamp No. 1 -
1.5 Lightning Arrestor No. 1 -
1.6 Copper Earth Cable 6mm2 M 25 -
6mm2 4 core underground cable
1.7 M 28 -
(armoured)
1.5mm2- 2 core undergroudn armoured -
1.8 M 28
cable(elecrode sensor)
Twin flat10mm cable with earth (Wiring -
1.9 M 35
connection)
GS sunverter steel fabricates enclosure -
1.1 No. 1
1000x500x350mm
LS 1 -
Design as per radiations day angle,
fabrication and installation of solar
support structure for the specified solar
panels. Rate to include for system
testing. Use 75mmx 75mmx3mm SHS
vertical support, 50mmx50mmx3mm
1.11 struts and 50mmx50mmx2mm SHS
purlins sections to hold panels tight into
position. All joints braced. Height of the
structure 4m above ground. The
structure design must be preapproved
before installation by the clients
engineers
 Installation Sundries (cable ties, -
1.12 insulation tape, spacing tape, spicing Item 1
joints etc)
-
Solar security light (50W LED light,
120W Solar Module, 150Ah Sealed
1.13 2
maintenance free battery, Dawn-to dusk
controller, 6m high pole c/w battery box
-
1.14 Manual change over switch 100 Amp the 1
Solar System with a 30KVA generator
Sub Total -

Element No.2 : Installation and

Transportation
Installation labour, testing and LS 1 ### 150,000.00
2.1 transportation to site
Sub Total 150,000.00
Total 150,000

B Pump House/ Generator House

(4150mmx4000mm)
Element No.1:Site clearance:
1.1 Clear the site from the debris and
commence site establishment 1 25 100.00 2,500.00

Sub Total 2,500.00

Element No.2: Excavation and

2.1 Backfilling
Excavation of substructure foundation m3
(0.6mx0.5mx16m) the excavation of 2.28 1,000.00 2,280.00
pipe trenches

2.2 Supply and backfill with150mm m3

approved hardcore and rashed Stone,
supply and fill (imported or Excavated 2.4 1,500.00 3,600.00
selected material over the ground floor
compact AS PER Specification
2.3 Supply and fill 100mm thick approved m3
murram over the selected material, level 1.6 1,500.00 2,400.00
with hammer
Sub Total 8,280.00

Element No.3: Masonry Work

3.1 Substructure Walling
3.1.1 Construct 3 courses of 225mmX225mm 7.2
natural cut stone foundation wall
bedded in cement sand mortar 1:3. Rate
to include reinforcement with hoop iron M2 3,000.00 21,600.00
at every 2 courses and at the last course
to hold the 100mmx 50mm wall plate
3.2 Superstructure Walling - Masonry -
3.2.1 Construct 5 courses of 150mmX225mm m2 16.8 3,000.00
well dressed natural cut stone
superstructural wall bedded in cement
sand mortar 1:3 with one side left for 50,400.00
plastering. Rate to include
reinforcement with hoop iron at every 2
courses
3.2.2 150mm wide DPM to walls m 16 350.00 5,600.00
3.3 Superstructure Walling - Timber -
Work
All structure members shall be in
seasoned cypress wood and painted two -
coats of anti termite solution

3.3.1 100mm X 50mm bottom wall plate m 16.00 450.00 7,200.00

3.3.2 100mm X 50mm top wall plate m 16.00 450.00 7,200.00
3.3.3 100mm X 50mm studs (vertical height m 38.40 450.00
-2400mm from the bottom wall 17,280.00
plate)
3.3.4 100mm X 50mm girts m 32.00 450.00 14,400.00
3.3.5 Heavy gauge mesh wire Pcs 14.00 6,500.00 91,000.00
Sub Total 214,680.00

Element No.4: Concrete Works

4,1 100mm thick concrete class 25 (1:2:4) m3 14,500.00 6,612.00
for blinding the 600mm wide foundation 0.456
wall footing
4.2 150mm concrete class 25 (1:2:4) in m3 2.40 14,500.00 34,800.00
4.3 floor
75mm slab
Concrete Grade 15 (1:3:6) fort m3 0.25 12,500.00 3,150.00
disabled person access ramp, sloping at
1:7
4.4 Construct a concrete plinth1.2m m3 1.5 14,500.00 21,750.00
wideX2m longX0.5m thick with concrete
class 25(1:2:4) with double strand10mm
reinforcement bars.
Sub Total 66,312.00

Element No. 5: Concrete Ancillaries

5.1 Formwork
Provide cut and fix in position sawn
timber formwork or equivalent.
5.1.1 b) Edges of floor slab with 50mm m2 16.00 650.00 10,400.00
x150mm
5.1.2 e) Tree props to support the 50mm x Poles 5.00 500.00 2,500.00
150mm timbers of the flooor slab
5.2 Reinforcement -
Steel reinforcement cut, bend & placed -
in position, unit price to include cutting,
bending & placing in position with
binding wire and concrete seats

5.2.1 d) 10mm diameter high tensile steel Kgs 145.00 230.00 33,350.00
(0.617kg/m) in Sub
channel base and both
Total 46,250.00
wallings spaced @200mm C/C
 Element No.6: Roofing
6.1 Currugated Sheets
6.1 Corrugated sheets and BP760 Boxed Pcs 16 3,000.00 48,000.00
6.2 profiled
Timber sheets
Work (3000mm long X762mm -
wide) Nailed to 50 X50 mm purlins.
All structure truss members shall be in
seasoned cypress wood and painted two
coats of anti termite solution and shall -
be tight fixed with top tie beam with
6mm diameter plain bar.

6.2.1 100mmX50mm timber to rafter and tie LM 30.00 450.00 13,500.00

6.2.2 beam
50mmX50mm timber to fasten the truss 6.80 450.00
members LM 3,060.00

6.3.3 100 X 50mm vertical member (King LM 6.00 450.00 2,700.00

6.3.4 Post)
50mmX50mm roof purlins LM 36.00 450.00 16,200.00
6.3.5 200mmx 25mm prepainted Fascia Board LM 16.00 450.00 7,200.00
6.3.6 50mmX50mm Ceiling buttens LM 77.40 450.00 34,830.00
6.3.7 Supply and fix 4mm laminated ceiling
board in rooms with appropriate ceils M2 16 750.00 12,000.00
nails
Sub Total 137,490.00

Element No.7: Finishing Works

7.1 Apply 20mm thick plaster to internal
surfaces with cement & sand mortar 1:2 M2 15.36 1,050.00 16,128.00

7.2 Apply 20mm thick plaster to external

surfaces as skirting with cement & sand M2 6.4 1,050.00 6,720.00
mortar 1:2
7.3 Apply 2 coats of first grade superfast m2 15.36 400.00
emulsion paint (Dura Coat) to the pump 6,144.00
house internal surfaces

7.4 Apply 2coats of first grade plastic m2 16.00 400.00

emulsion paint on the ceiling surface. 6,400.00

7.5 Apply 3 coats of supergloss paint (Dura m2 17.40 600.00

Coat) external keyed block wall grooves. 10,440.00

Sub Total 45,832.00

Element N.8: Fixture and Fittings

8.1 Door
8.1.1 Fabricate 2000mmx2100mm double
door made of 16 gauge steel plate
welded to the frame, 38x38x3mm thick
steel angles for door main frame, PCS 1 20,000.00 20,000.00
25mmx25mm x 2mm RHS welded to
steel plate. Make provisionof 100mm
wall passes for anchoring the door frame
on the wall
Sub Total 20,000.00
 Element No.9: Electrical
9.1 Installations
Carry out elctrical installation using Lumps 1.00 30,000.00 30,000.00
white rectangular electrical conduits and um
2.5mm single cable including double
electrical (2pcs) sockets, 1 double gang
switch (1pcs) as well flouresent holder
and bulb (2 set)
Sub Total 30,000.00
Total 571,344.00

C Repair
ElementofNo.
1No.
1: Animal
HackingTrough
and
Repair
Plastering
1.1 Allow for hacking all internal and SM 53 450 23,850.0
external plaster
1.2 Inject cement mortar to all hacked deep SM 53 450 23,850.0
cracks and fix with chicken wire and
plaster (1:3)
1.3 20mm thick plaster, cement and sand SM 30 1,050 31,500.0
mortar (1:3) to floor with water proof
cement steel trowelled to smooth
finish.
1.4 20mm thick plaster, cement and sand SM 12 1,050 12,600.0
mortar (1:3) to internal side of walls
with water proof steel trowelled to
smooth finish.
1.5 20mm thick plaster, cement and sand SM 11 1,050 11,550.0
mortar (1:3) to external side of walls
1.6 Hack and provide 100mm thick C20 SM 2 2,500 5,000.0
mass Concrete benching laid to
appropriate fall on all directions at
animal stepping platform.
1.7 Sub Total 108,350.0

Element 2: Plumbing and Pipeworks

Elment No. 1 : Excavation
1.1 Excavation of pipe trench 300mm wide 37,800.0
x600mm deep in soft soil and backfill for m3 36.00 1,050.00
a pipeline trench 200 meters long
Sub Total 37,800.00

Element No. 2 : Pipe Works

Supply, deliver to site, joint and lay the
following PN10 HDPE pipes.
Jointing by butt fusion on HDPE pipes to
attain parent material strength at the
joints. All fittings should be removable
for ease of replacement or servicing.
Tee-off points with gate valves should
be supplied as per pipeline.

2.1 75mm HDPE pipe 10 bars with to LM 200 300 60,000.0

channell water from the Masonry tank to
the troughs
Sub Total 60,000.0
 ElementNo. 3 : Pipe Fittings
2.1 75mm HDPE Equal Couplings Pcs 4.00 1,200.00 4,800.00
2.2 Supply and install 75mm HDPE male Pcs 8 1,200 9,600.00
2.3 adpaters
Supply and install 75mm HDPE Tee Pcs 4 1,700 6,800.00
2,4 Supply and install 75mmx 63mm Pcs 4 1,200 4,800.00
reducing adaptor
2.5 Supply, install and test 2'' GI pegler No. 3 10,000 30,000.00
(England) Gater Valves and 2'' float
valves
Sub Total 56,000.0
Total 262,150.0

SUMMARY AMOUNT
A BOREHOLE SOLAIZATION 150,000.00
B PUMP/GENERATOR HOUSE 571,344.00
C REPAIR OF ANIMAL TROUGH 262,150.00

GRAND TOTAL 983,494.00

 BOQ No:17
Project : BORESHA
County Mandera
Sub CounMandera South
Location Qalanqalesa

Descript Borehole Solarization and

ion Installaton of Perimeter Fence tor
Servicing

Item
Item Description Unit Qty Rate Amount
No
Element No.1: Supply and deliver
to site, install, commission and
test the following for pumping
8m3/hr with 7.5 Kw Motor size

1.1 Dayliff SV3 7.5KW 3PH Sunverter Set 1 -

Monocrystalline photo voltaic solar -
1.2 No. 17
modules 665W, 24Vdc
Dayliff 4ST 1000 DC/40A PV -
1.3 No. 1
Disconnect Switch
1.4 Earth rod complete with clamp No. 1 -
1.5 Lightning Arrestor No. 1 -
1.6 Copper Earth Cable 6mm2 M 25 -
6mm2 4 core underground cable
1.7 M 28 -
(armoured)
1.5mm2- 2 core undergroudn -
1.8 M 28
armoured cable(elecrode sensor)
Twin flat10mm cable with earth -
1.9 M 35
(Wiring connection)
GS sunverter steel fabricates -
1.1 No. 1
enclosure 1000x500x350mm
Design as per radiations day angle, LS 1 -
fabrication and installation of solar
support structure for the specified
solar panels. Rate to include for
system testing. Use 75mmx
75mmx3mm SHS vertical support,
50mmx50mmx3mm struts and
1.11
50mmx50mmx2mm SHS purlins
sections to hold panels tight into
position. All joints braced. Height of
the structure 4m above ground. The
structure design must be preapproved
before installation by the clients
engineers
Installation Sundries (cable ties, -
1.12 insulation tape, spacing tape, spicing Item 1
joints etc)
 Solar security light (50W LED light, -
120W Solar Module, 150Ah Sealed
1.13 maintenance free battery, Dawn-to 2
dusk controller, 6m high pole c/w
battery box
Manual change over switch 100 Amp
-
1.14 the Solar System with a 30KVA 1
generator
Sub Total -

Element No.2 : Installation and

Transportation
Installation labour, testing and LS 1 150,000.00 150,000.00
2.1 transportation to site
Sub Total 150,000.00
Total 150,000

B Perimeter Fencing 30mx30m

Element No.1: Supply of Concrete Poles & Other Material Inputs
Supply transport to site and install
100mm x100mm thick concrete
poles,3000mm long with 500mm
cranked length and 6 provisional
1.1 holes to accomodate straining/barbed Pcs 50 4000 200,000.00
wire spaced @ 2500mmc/c. Rate to
include for excavation of pole pits and
firming with concrete at the poles
base.
Ditto but 100mmx100mm and No. 16 4,000
2000mm long precast concrete strut
posts of grade C-20 placed at corners
1.2 and after every 15m spacing. Rate to 64,000.00
include for excavation of pole pits and
firming with concrete at the poles
base.

Provide materials, fabricate and install

purpose made steel grilled double leaf
security gate overall size
4000x2000mm high in two equal
opening leaves each size
2000x2000mm high with external
frame of 50x50x3mm SHS. Vertical
bracing of 50x50x3mm spaced
1.3 Pcs 1 150000 150,000.00
@400mm c/c, horizontal frame of
40x40x3mm spaced @ 300mm c/c all
fixed to external frame by wielding
including all hinged supported by RC
columns complete with locking
devices all painted with two coats of
approved primer and finished with
final coat first grade gloss paint.
1.3 G12.5 chainlink 2m high SM 240 1700 408,000.00
1.4 Barbed wire 16g, 25kg -6 strand LM 720 400 288,000.00
 Sub Total 1,110,000.00

Element No.2: Mass concrete

class C20/25 in:
2.1 To concrete poles CM 0.918 14,500.00 13,311.00
2.2 300mmx300mm Gate columns CM 0.5 14,500.00 7,250.00
150mm wide x 150mm deep Concrete
2.30 CM 2.7 -
pitching to chainlink base ratio 1:3:6
Sub Total 20,561.00

Element No.3: Conceter Ancillary

3.1 Formwork to;
Column edges over 150mm but not
3.1.1 SM 21.12 650.00 13,728.00
exceeding 300 mm girth
3.2 Reinforcment Bars -
Provide, cut and place 10mm square
3.2.1 twisted steel rebars in gate columns Kg 20 230 4,600.00
and 600mmx600mm footing

8mm twisted steel rebars as stirrups

3.2.2 Kg 14 230 3,220.00
in column @150mm
Sub Total 21,548.00

Elememnt No.4: Finishes

20mm thick plastering with cement:
sand (1:4) screed to surfaces with
4.1 SM 21.12 450.00 9,504.00
12mm thick lime steel trowelled
smooth finish on columns
Gloss painting to columns- code
4.2 SM 6 600.00 3,600.00
provided by Engineer
Sub Total 13,104.00
Total 1,165,213.00

SUMMARY AMOUNT
A BOREHOLE SOLARIZATION 150,000.00
B PERIMETER FENCING 1,165,213.00

GRAND TOTAL 1,315,213.00

 BOQ No:18
Project : BORESHA
County Mandera
Sub CounMandera South
Location Harsanga

Descript Cattle Trough Construction and

ion 1No. Mansonry Tank Repair

Item
Item Description Unit Qty Rate Amount
No
A Cattle Trough (10.4M Long X1.4M Wide)
Element No.1: Earth Works
1.1 Site cleaning up to 5cm of the top soil m2 37.12 100.00 3,712.0
for the construction of construction of
animal troughs

1.2 Foundation excavation for the animal m3 9.0 450.00 4,071.6

troughs 30cm deep
1.3 Chart away surplus material more m3 9 450.00 4,071.6
than 100m from the construction site
or as directed by the Engineer .

Sub Total 11,855.2

Element No.2: Masonry Works

2.1 20cm hard core used for the m3 7.54 1,500.00 11,310.0
foundation base of the cattle
trough.The unit price include
supplying of basaltic stone material or
equivalent with crushing, placing and
compacing of the stone on the site.
2.2 Construction of 200mm thick masonry m2 9.44 2,500.00 23,600.0
wall 400mm high in cement & sand
mortar1:4 mix
2.3 Supply and construct inspection No 1 15,000.00 15,000.0
chamber/gate valve chamber with
dimensions 1m long x 1m wide and
0.4 m height using block wall, with
60cm x60cm lockable, painted steel
plate manhole cover for housing the
control valves next to the animal
trough.
Sub Total 49,910.0

Element No.3: Concrete Works

3.1 15cm RCC concrete base slab m3 4.52 14,500.00 65,598.0
reinforced with heavy gauge mesh
wire and concrete mix ratio 1:2:4.
Unit cost includes mixing, form work,
placing, compacting and curing of
RCC structure.
Sub Total 65,598.0

Element No.4: Plastering

4.1 Two coats of 20mm plastering to the m2 32.8 1,050 34,440.0
internal and external part of the walls.
The inner surface and floor of the
trough should be mixed with water
proof cement
Sub Total 34,440.0

Element No.5: Plumbing and

Piping Works
5.1 Excavation
5.11 Excavation of pipe trench 300mm
wide x600mm deep in soft soil and
m3 18.00 550.00 9,900.00
backfill for a pipeline trench 100
meters long
5.2 Pipe works
Supply, deliver to site, joint and lay
the following PN10 HDPE pipes.
Jointing by butt fusion on HDPE pipes
to attain parent material strength at
the joints. All fittings should be
removable for ease of replacement or
servicing. Tee-off points with gate
valves should be supplied as per
pipeline.
 PN10 75mm HDPE pipes as per the
5.2.1 specification above LM 550 300.00 165,000.00

5.3 Pipe Fittings -

Supply, deliver to site, joint and fix the following fittings -
5.3.1 75mm HDPE Equal Tee PN 10 Pcs 4.00 1,700.00 6,800.00
5.3.2 75mmx75mm HDPE male adaptor Pcs 10.00 1,200.00 12,000.00
5.3.3 75mmx63mm HDPE male adaptor Pcs 2.00 1,200.00 2,400.00
5.3.4 75mm HDPE Equal Couplings Pcs 4.00 1,200.00 4,800.00
5.3.5 2" Peggler gate valve Pcs 4.00 8,000.00 32,000.00
5.3.6 2" G.I sockets Pcs 5.00 250.00 1,250.00
5.3.7 2" Hexaganol Nipple Pcs 6.00 250.00 1,500.00
5.3.8 2" G.I Elbow Pcs 6.00 250.00 1,500.00
5.3.9 2" G.I Union Pcs 6.00 250.00 1,500.00
5.3.10 3"x2" reducing bush Pcs 6.00 250.00 1,500.00
5.3.11 3: G.I sockets Pcs 4.00 250.00 1,000.00
5.3.12 2" G.I Pipe class B (6m long) Pcs 2.00 8,000.00 16,000.00
5.3.13 PTFE tapes (Packet of 10) Packet 4.00 1,000.00 4,000.00
Supply all materials, and construct No 3 15,000.00
standard masonry lockable valve 45,000.00
chamber of 1000mm wide x1000mm
5.3.14 long x 1000mm deep
Sub Total 296,250.0
Total 458,053.2

Bill No. 2: Repair of 1No 50M3

B Masonry Tank
Element No. 1: Hacking and
Lining
Hack and demolish existing wall
finishes on internal,external walls
and floor surfaces including deep SM 102 550 56,100
1.1 cracks and cart away debris.
Inject cement mortar to all hacked
surfaces and fix with chicken wire SM 55 450 24,750
appropriate re-bars staples and
1.2 mortar (1:3)
Sub Total 80,850

Element No. 2: Plastering &

Finishing
20mm thick plaster mixed with Sika
or equivalent water proofing
admixture to walls and concrete SM 102 1,050 107,100
surfaces internally and externally.
2.1
25mm thick plaster screed to base
slab and roof slab with waterproof SM 34 550 18,700
2.2
cement
Prepare and apply three coats gloss
paint to all plastered external wall SM 64 600 38,400
2.3
surfaces
Sub Total 164,200

Element No. 3: Pipework and

Plumbing Fixtures
Provide 75mm GI inlet pipe class "B"
with and including joining fittings to LM 8 350 2,800
tank and fix as described
3.1
Provide 50mm GI outlet pipes class
"B" with and including joining LM 8 -
fittings to tank and fix as described
3.2
Construct 1200mm x 1200mm x
900mm valve chambers with
lockable steel cover at inlet and No. 2 -
outlet complete with control valves
3.3 and adjoining fittings
Provide and fix tank breather pipes
with (600mm long 2" GI pipes, 2 pcs No. 2 -
Elbows) with wall passess.
3.4
Sub Total 2,800
Total 247,850

SUMMARY AMOUNT
A CATTLE TROUGH CONSTRUCTION 458,053.20
B MASONRY TANK REPAIR 247,850.00

GRAND TOTAL 705,903.20