BILL OF QUANTITIES · BILL OF QUANTITIES PROPOSED MODERN DAIRY UNIT AND ASSOCIATED WORKS AT KAIMOSI FRIENDS ... MATERIALS FROM DEMOLITIONS Any re usable materials arising from demolitions

1

SECTION F:

BILL OF QUANTITIES

PROPOSED MODERN DAIRY UNIT AND ASSOCIATED WORKS AT KAIMOSI FRIENDS

UNIVERSITY COLLEGE

2

PARTICULAR PRELIMINARIES

Item DESCRIPTION Kshs.

A PRICING ITEMS OF PRELIMINARIES Prices SHALL BE INSERTED against items of “preliminaries” in the

tenderer’s priced Bills of Quantities.

Please note that failure to price any item of general or particular preliminaries will be construed to mean that the tenderer wishes to provide for them in his rates and shall nevertheless be expected to perform or provide for them fully.

B TAXES , DUTIES AND LEVIES IN FORCE The Contractor rates shall be net of all Taxes, Duties and Levies. The

contractor shall price for Taxes, Duties and Levies charges at the Main Summary page of these Bills of Quantities.

C

SIGN BOARD

Allow for providing, erecting and maintaining throughout the course of the contract and afterwards clearing away, 1 No. sign board in accordance with the Ministry of Roads and Public Works standard detail to be obtained from the Project Manager

D URGENCY OF THE WORKS The Contractor is notified that these works are very URGENT and should

be completed within the period stated in these Particular Preliminaries. The Contractor should allow for any costs he deems he may incur by completing the works within the stipulated period

E

MATERIALS FROM DEMOLITIONS Any re usable materials arising from demolitions and not re-used shall become and remain the property of the Employer. The Contractor will preserve the same until they are safely handed over to the client for storage as directed by the Project Manager

Total particular preliminary carried forward to next page.

3

Item DESCRIPTION Kshs.

Total particular preliminary brought forward from last page.

F PRICING RATES The Contractor ‘s rates for any item shall be deemed to include all costs

involved in the execution of that particular item which include the cost, transportation and handling of materials, fixing, taxes and levies and for complying with other conditions of contract except where otherwise priced separately

G PREVENTION OF ACCIDENT, DAMAGE OR LOSS The Contractor is notified that these works are to be carried out on a site

where the Client is going on with other normal activities. The Contractor is instructed to take reasonable care in the execution of the works as to prevent accidents, damage or loss and disruption of normal activities being carried out by the Client. The Contractor shall allow in his rates any expense he deems necessary by taking such care within the site.

H TRANSPORT.

Allow for transport of workmen, materials, etc., to and from the site at such hours and by such routes as may be permitted by the competent authorities

Total particular preliminary carried forward to next page.

4

KSHS

I Total particular preliminary brought forward from last page. GOVERNMENT ACTS REGARDING WORK PEOPLE ETC.

Allow for complying with all Government Acts, Orders and Regulations in connection with the employment of Labour and other matters related to the execution of the works. In particular the Contractor's attention is drawn to the provisions of the Factory Act and his tender must include for all costs arising or resulting from compliance with any Act, Order or Regulation relating to Insurances, pensions and holidays for workpeople or so the safety, health and welfare of the workpeople.

The Contractor must make himself fully acquainted with current Acts and Regulations, including Police Regulations regarding the movement, housing, security and control of labour, labour camps, passes for transport, etc. It is most important that the Contractor, before tendering, shall obtain from the relevant Authority the fullest information regarding all such regulations and/or restrictions which may affect the organization of the works, supply and control of labour, etc., and allow accordingly in his tender. No claim in respect of want of knowledge in this connection will be entertained.

J SECURITY OF WORKS ETC.

The Contractor shall be entirely responsible for the security of all the works stores, materials, plant, personnel, etc., both his own and sub-contractors' and must provide all necessary watching, lighting and other precautions as necessary to ensure security against theft, loss or damage and the protection of the public.

K PUBLIC AND PRIVATE ROADS

Maintain as required throughout the execution of the works and make good any damage to public or private roads arising from or consequent upon the execution of the works to the satisfaction of the local and other competent authority and the Project Manager.

L EXISTING PROPERTY

The Contractor shall take every precaution to avoid damage to all existing property including roads, cables, drains and other services and he will be held responsible for and shall make good all such damage arising from the execution of this contract at his own expense to the satisfaction of the Project Manager

Total particular preliminary carried forward TO MAIN SUMMARY PAGE.

5

BILL OF QUANTITIES

COW BARN

6

ITEM DESCRIPTION QTY UNIT RATE AMOUNT

COW BARN

SUBSTRUCTURES (ALL PROVISIONAL)

Site Clearance

A

Clear the site of small bushes, shrubs, undergrowth

and the like, grub up their roots and burn the arising

or dispose as directed. 1,190 SM

Excavate including maintaining and supporting

sides of excavations and keeping them free from

free from water, mud and fallen material

B Excavate to remove top vegatable soil 150mm

avarage depth commencing from ground level 1,050 SM

C Excavate for column pit 1200mm deep but not

exceeding 1.5m deep commencing from reduced

level 26 CM

D Excavate for foundation trenches commencing

150mm deep below ground level but not exceeding

1.5m deep 244 CM

E Extra over excavation for excavating in rocks/slopes

to make up levels irrespective of class 47 CM

Plunking and Strutting

F Allow for plunking and strutting to uphold the sides

of excavations ITEM

De-watering

G Allow for keeping excavated material free from water

by either pumping or bailing ITEM

Disposal

H Return,Fill and ram selected excavated material

around column bases 16 CM

I Ditto around foundation trenches 125 CM

J Load, wheel and cart away from site surplus

excavated materials and deposit in approved dumping

site 119 CM

Total Carried to Collection PAGE bq9

7


Hardcore filling

A 250mm thick approved hardcore fillings including

levelling, consolidating and/or hand packing 1,050 SM

Murram Blinding

B 50mm thick layer of murram or other equal and

approved blinding to the surface of hardcore rolled

smooth to receive polythene sheet 1,050 SM

Damp Proof Membrane

C Single layer of 1000 gauge polythene sheeting laid on

blinded hardcore with 300 mm side laps to receive

concrete 1,050 SM

Anti - termite treatment

D Treat surface of hardcore with 'Dieldrin' or similar

approved ant-termite solution applied strictly in

accordance with the manufacturer's instructions 1,050 SM

Concrete work

Plain concrete (1:4:8) in : -

E 50mm thick concrete blinding to foundation trenches 163 SM

F Ditto in column base 16 SM

Vibrated Reinforced Concrete (1:2:4) in:

G Column bases 3 CM

H Strip Foundations 33 CM

I Vertical columns 1 CM

J 100mm Thick in floor slab 546 SM


8


Supply and fix steel bar reinforcement including

bending, hooking, tying wire, cutting spacers and

supporting all in position

High yield reinforcement bars to B.S. 4661 :-

A 8mm Diameter bars 350 KGS

B 10mm Diameter bars 624 KGS

C 12mm Diameter bars 67 KGS

Steel fabric mesh reinforcement to B.S. 4483

D

BRC mesh fabric reinforcement ref A142 laid in

ramp (measured net-no allowance made for laps) 1,050 SM

Sawn formwork as described to: -

E Vertical sides of columns 17 SM

F Vertical edges of slab 75 -150mm girth 110 LM

Foundation Walling

G 200mm thick quarry stone walling bedded and jointed

in cement and sand (1:3) mortar and reinforced with

hoop iron in every alternate course. 330 SM


9


SUBSTRUCTURE WORKS

COLLECTION

From page 6

From page 7

From page 8

Total for Substructures Carried to page 14

10


STEEL WORKS SUPERSTRUCTURE

(ALL PROVISIONAL)

Supply and fix bar/rod steel structure including

bending, hooking etc

A 100 x 100 x 5mm thick RHS column members 528 LM

B INTERNAL WALLING

Selected machine dressed grey natural stone walling

bedded and jointed in cement and sand (1:4) mortar

and reinforced with 'BRICK FORCE' or other equal

and approved metal strips at every alternate courses

200mm Walling 92 SM

Total carried to collection page 14

11


ROOF CONSTRUCTION AND

COVERING(ALL PROVISIONAL)

Roof Structure

A Approved metal sections made of 100 x 50 x 2mm

RHS at 2000mm centre to centre rafters with 50 x 50

x 2mm SHS Zed member sections as per the

structural engineers details 2020 LM

B 127 x 50.8 x 22 x 25mm purlins 700 LM

C purpose made Steel circular hollow sections 75mm x

2mm on bariers as per structural engineers details 400 LM

Total Carried to Collection page 14

12


Roofing cover as described

A Gauge 28 pre-painted box profile iron sheets laid on

127 x 50.8 x 22 x 25mm purlins 1,330 SM

B Translucent Ridge capping 50 LM

C Translucent acrylic box profile roof covering Sheet 60 SM

Rainwater Disposal (All Provisional)

D 18 SWG galvanized mild steel rainwater goods

primed before fixing with lapped riveted and soldered

joints including all labours

E 150 x 100mm box gutter including soldered joints in

the running length fixed to fascia board with and

including brackets at approved centres 86 LM

F 100 mm Diameter down pipes fixed to steel

stanchions with clips 21 LM

Extra - over for

G 100 mm Diameter outlets 6 NO

H Rainwater swan neck bend 6 NO

I Extra for blocked ends with 75mm dia outlet 100mm

long 4 NO

J Rainwater anti-splash shoe 6 NO

Carried to Collection to page 14

13


PAINTING AND DECORATING

Prepare and apply three coats gloss oil paint on metal

work surfaces

Externally on:-

A Gutter 34 SM

B Down pipes 4 SM

C Rails and barriers 6 SM

Total to collection page 14

14


Collection From

page

1 SUBSTRUCTURES 9

2 STEEL WORKS 10

3 ROOFING CONSTRUCTION 11

4 ROOFING AND RAINWATER DISPOSAL 12

5 PAINTING AND DECORATION 13

Total collection for COWBARN carried to MAIN

SUMMARY PAGE

15

BILL OF QUANTITIES

CALF BARN

16



Site Clearance

A Clear the site of small bushes, shrubs, undergrowth


or dispose as directed. 576 SM





avarage depth commencing from ground level 576 SM



level 12 CM



1.5m deep 135 CM

E Extra over excavation for excavating in rocks/slopes

to make up levels irrespective of class 10 CM



of excavations ITEM

De-watering



Disposal

H Return,Fill and ram selected excavated material





site 35 CM


17


Hardcore filling


levelling, consolidating and/or hand packing 576 SM

Murram Blinding



smooth to receive polythene sheet 576 SM

Damp Proof Membrane



concrete 336 SM




accordance with the manufacturer's instructions 336 SM

Concrete work





G Column bases 2 CM




-

Total Carried to Collection PAGE 19

18










D BRC Mesh Ref. No. A142 (measured net, allow

300mm end and edge laps) 336 SM




Foundation Walling





19


COLLECTION

From page 16

From page 17

From page 18

Total substructure carried to collection page 24

20


ELEMENT NO. 2


(ALL PROVISIONAL)

Unframed mild steel sections including all necessary

cutting, welding, grinding and bolting. All open end

of the metal sections to be plugged to prevent

moisture ingress. Including two coats of calcium

plumbate primer before fixing as described in:

A CHS 100x5mm Circular Hollow Section columns 84 LM

B RHS 75x50x3mm rafters, tie beams and king posts 583 LM

C SHS 50x50x3mm struts 375 LM

D

75 x 50 mm Purlins

360 LM

E Fabricate, deliver and install purpose made steel

casement barriers in 50mm CHS for calf pen and

barriers as per structural engineers details. 190 LM

F Partition individual calf pens with sawn cyprus T&G 100 SM

Boarding As per Engineers details

G

28gauge Pre painted Box profile iron sheets laid on

steel purlins 675 SM

H Rigde cups 40 LM


21


ELEMENT NO. 3

WALLING

A

Bituminous felt damp proof course (DPC) bedded in

cement sand (1:3) mortar (measured net, to allow for

overlaps) 36 LM

Solid concrete blocks bedded and jointed in cement

sand (1:4) mortar including 25mmx18 gauge hoop

iron reinforcement at every alternate course as

described in:

B 150mm thick walling 220 SM

C 12mm thick cement/sand (1:3) plaster finished

smooth with white lime both internal and external

walls. 440 SM


22


-


A

18 SWG galvanized mild steel rainwater goods

primed before fixing with lapped riveted and soldered

joints including all labours

150 x 100mm box gutter including slodered joints in

the running length fixed to fascia board with and

including brackets at approved centres 75 LM

B 100 mm Diameter down pipes fixed to wall with clips 12 LM

Extra - over for

C 100 mm Diameter outlets 4 NO

D Rainwater swan neck bend 4 NO

E Extra for blocked ends with 75mm diiameter outlet

100mm long 4 NO

F Rainwater anti-splash shoe 4 NO


23



Prepare and apply three coats gloss oil paint on metal

work surfaces

Externally on:-

A Down pipes 2 SM

B Steel tubings and barriers 8 SM

C Emulsion paint on plastered wall surfaces 440 SM


24


SUMMARY From

page

1 SUBSTRUCTURES 19

2 STEEL WORKS

20

3 INTERNAL WALLING 21

RAINWATER DISPOSAL

22

4 PAINTING AND DECORATION 23

TOTAL FOR CALF BARN CARRIED TO MAIN

SUMMARY PAGE

25

BILL OF QUANTITIES

MILKING PALOUR

26



Site Clearance











level 6 CM



1.5m deep 154 CM

E Extra over excavation for excavating in rocks

irrespective of class 54 CM



of excavations ITEM

De-watering



Disposal

H Return, Fill and ram selected excavated material





site 30 CM


27


Hardcore filling



Murram Blinding




Damp Proof Membrane



concrete 637 SM





Concrete work





G Column bases 1 CM




K beams 8 CM


28










D

BRC mesh fabric reinforcement ref A142 (measured

net-no allowance made for lamps) 637 SM




Foundation Walling





29


COLLECTION

From page 26

From page 27

From page 28


30



(ALL PROVISIONAL)

Unframed mild steel sections including all necessary

cutting, welding, grinding and bolting. All open end

of the metal sections to be plugged to prevent

moisture ingress. Including two coats of calcium

plumbate primer before fixing as described in:

A SHS 100x100x5mm Square Hollow Section columns 59 LM

B RHS 75x50x3mm rafters, tie beams and king posts 833 LM

C SHS 50x50x3mm struts 644 LM

D

75 x 50 mm Purlins

384 LM

E Fabricate, deliver and install purpose made steel

casement barriers in 50mm CHS for individual cow

milking unit as per engineers details.(26 units) 676 LM

F 28gauge Pre painted Box profile iron sheets laid on

steel purlins 850 SM

G Rigde cups 50 LM


31


ELEMENT NO. 3

WALLING

A

B

C

D

Bituminous felt damp proof course (DPC)

bedded in cement sand (1:3) mortar (measured

net, to allow for overlaps)

200mm wide

150mm wide

100mm wide

106

105

15

LM

LM

LM

Solid concrete blocks bedded and jointed in

cement sand (1:4) mortar including 25mmx18

gauge hoop iron reinforcement at every alternate

course as described in:

E 200mm thick walling 220 SM

F 150mm thick walling 315 SM

G

H

100mm thick walling

12mm thick cement/sand (1:3) plaster finished

smooth with white lime both internal and

external walls.

45

1110

SM

SM

I

J

1500mm high cement/sand (1:3) plaster finished

semi rough with wood float to receive tiles at wet

areas on walls

40mm thick sand/cement (1:3) compacted screed

finish semi-rough to receive tiles on floor

25

310

SM

SM

Floor finish

K Approved white coloured glazed ceramic ‘SAJ’

or approved equivalent jointed and pointed with

1:2 cement sand mortar as described.

L 500x500x10mm thick on floors 330 SM

M 250x200x6mm thick tiles on walls at wet areas. 61 SM


32


-


A

18 SWG galvanized mild steel rainwater goods

primed before fixing with lapped riveted and

soldered joints including all labours

150 x 100mm box gutter including soldered

joints in the running length fixed to fascia board

with and including brackets at approved centres

96 LM

B 100 mm Diameter down pipes fixed to wall with

clips

12 LM

Extra - over for

C 100 mm Diameter outlets 4 NO

D Rainwater swan neck bend 4 NO

E Extra for blocked ends with 75mm diameter

outlet 100mm long

4 NO

F Rainwater anti-splash shoe 4 NO


33


Ceiling

A 12mm thick Cellotex ceiling fixed to and including

75x50mm sawn Cypress brandering at 600mm

centers both directions fixed with cloud headed nails

and set out in symmetrical panels with V joints. 350 SM

B Fix 75mm wide Cypress timber cornices. 310 LM

DOORS/WINDOWS

C Fabricate, deliver, and install purpose made steel

casement doors complete with approved prime

coating hinges handles catches and three lever

mortise lock England or an approved equivalent as

described in the architectural drawings door overall

size 1200x2400. 3 NO

Fabricate, deliver, and install purpose made steel

casement windows with 25x2mm ‘Z’ section framing

including all coupling mullions, bronze handles, peg

stays and other ironmongery. Factory primed with red

oxide primer including cutting and pinning fixing

lugs to concrete or masonry work jambs and bedding

in cement and sand (1:3) mortar, pointing all round

frames in mastic, easing oiling.

D 1800mmx2400mm window 9 NO

E 600mmx600mm widow 7 NO

F

Supply and fix 4mm clear glass on window steel

casement with approved first grade quality metal

putty. 45 SM

45mm thick standard solid cored to BS 459: Part 2,

including 100mm brass butt hinges no. HN-DW-

403020, 3-Lever Mortise lock ref. 2295PB complete

with 150x75mm approved hardwood door frame,

aluminum handles, 150mm aluminum tower bolt

inside and 150x75 male or female signage ref MSC-

75PB or/FSC-75PB on washrooms as described

G Flush door overall size 900x2100 mm high faced

both sides with 4mm thick mahogany veneer, 6mm

hardwood lipping all round. 18 NO

Total to Summary page 35

34



Prepare and apply one undercoat and two coats

plastic emulsion paint as 1st grade Crown or

approved equivalent to :

Plastered wall surfaces internally and externally 1110 SM

Ditto Cellotex ceiling internally 350 SM

A Prepare and apply one undercoat and two coats of

gloss paint as 1st grade crown or approved equivalent

to:

B Metal surfaces on windows / doors AND columns 11 SM

C Wooden door surfaces 18 SM

D Gutters and downpipes 5 SM

Total to Summary page 35

35


SUMMARY From

page

1 SUBSTRUCTURES 29

2 STEEL WORKS 30

3 WALLING 31

4 RAIN WATER DISPOSAL 32

5 DOORS/WINDOWS/CEILINGS 33

6 PAINTING AND DECORATIONS 34

TOTAL FOR MILKING PALOUR CARRIED TO

MAIN SUMMARY PAGE

36

MILLING AND STORES

37



Site Clearance









C Excavate for foundation trenches commencing


1.5m deep 84 CM

D Extra over excavation for excavating in rocks

irrespective of class 2 CM


E Allow for plunking and strutting to uphold the sides

of excavations ITEM

De-watering

F Allow for keeping excavated material free from water


Disposal

G Ditto around foundation trenches 18 CM

H Load, wheel and cart away from site surplus


site

12 CM

Total for store Carried to next page 38

38


Total for store brought forward from previous

page 37

Hardcore filling



Murram Blinding




Damp Proof Membrane



concrete 137 SM





Concrete work




F Strip Foundations 7 CM

G 100mm Thick in floor slab 137 SM

H beams 3 CM

I 150mm diameter Timber joist 50 LM


39



page 38








C

BRC mesh fabric reinforcement ref A142 (measured

net-no allowance made for lamps) 137 SM


D Vertical edges of slab 75 -150mm girth 48 LM

Foundation Walling

E 200mm thick quarry stone walling bedded and jointed



F T&G timber flooring 96 SM

PADDOCKS

G Chain link fence consisting of 7ft high galvanized

chain link gauge 14, 100mm diameter treated posts 8

ft long. 910 LM


40



page 39

WALLING

A Bituminous felt damp proof course (DPC)

bedded in cement sand (1:3) mortar (measured

net, to allow for overlaps)

200mm wide

150mm wide

36

8

LM

LM

Solid concrete blocks bedded and jointed in

cement sand (1:4) mortar including 25mmx18

gauge hoop iron reinforcement at every alternate

course as described in:

B 200mm thick walling 108 SM

C 150mm thick walling 24 SM

D

12mm thick cement/sand (1:3) plaster finished

smooth with white lime both internal and

external walls.

264

SM

E Approved coloured terrazzo in white strip with

strips of non-slip as described in architectural

drawing on 40mm thick sand cement screed

finished semi-rough

F

G

6mm thick terrazzo mix with white cement on

floor

Gauze wire

137

80

SM

SM


41



page 40

ROOFING

A 28 gauge ‘IT5’ box profile pre-painted

galvanized iron sheets on, and including

100x50mm treated sawn cypress timber purlins

including nailing and approved rubbers.

315 SM

B 28 gauge x 380mm wide overall pre-painted

plain sheet galvanized iron ridge or hip capping,

once bent and dressed over roof covering

including all necessary end laps.

27 LM

C

Sawn cypress celcured pressure impregnated

Cypress or approved equivalent in trusses

spanning 8,000mm maximum as described in the

drawings;

D 150x50mm rafters, tie beams and king posts 350 LM

E

100x50mm struts 200 LM

F 75x50mm purlins 230 LM

G

100x50mm wall plates 84 LM

H 200x25mm fascia board nailed to end of rafters 102 LM

I

Supply and fix the following UPVC rain water

goods as ‘Terrain 2100 half round system’ or

equal and approved manufacturer (s):

J 100mm diameter PVC gutter complete with

necessary fastening accessories and openings for

rainwater downpipes

52 LM

K 110mm diameter rainwater down pipe No.

2100.4.40 cast in concrete.

26 LM

L Extra over ditto for spigot socket bend as No.

107.4.135

8 No.


42



page 41

Ceiling

A 12mm thick Cellotex ceiling fixed to and including

75x50mm sawn Cypress brandering at 600mm

centers both directions fixed with cloud headed nails

and set out in symmetrical panels with V joints. 137 SM

B Fix 75mm wide Cypress timber cornices. 31 LM

DOORS/WINDOWS

C Fabricate, deliver, and install purpose made steel

casement doors complete with approved prime

coating hinges handles catches and three lever

mortise lock England or an approved equivalent as

described in the architectural drawings door overall

size 1200x2400. 4 NO

Fabricate, deliver, and install purpose made steel

casement windows with 25x2mm ‘Z’ section framing

including all coupling mullions, bronze handles, peg

stays and other ironmongery. Factory primed with red

oxide primer including cutting and pinning fixing

lugs to concrete or masonry work jambs and bedding

in cement and sand (1:3) mortar, pointing all round

frames in mastic, easing oiling.

D 1800mmx2400mm window 5 NO

E

Supply and fix 4mm clear glass on window steel

casement with approved first grade quality metal

putty. 22 SM


43



page 42

PAINTING AND DECORATING Prepare and apply one undercoat and two coats

plastic emulsion paint as 1st grade Crown or

approved equivalent to :

A

Plastered wall surfaces internally and externally 264 SM

B Ditto Cellotex ceiling internally 137 SM

Prepare and apply one undercoat and two coats of

gloss paint as 1st grade crown or approved equivalent

to:

C Metal surfaces on windows / doors AND columns 30 SM

Total for store Carried to summary page 44

PROVISIONAL SUMS

Allow a Provisional Sum of Kenya Shillings five

hundred thousand (Ksh 500,000) for contingencies. SUM 500,000.00

Provide a Provisional Sum of Kenya Shillings four

million (Ksh.4 million) for Electrical installation

works to be carried out by an approved domestic sub-

contractor. SUM 3,000,000.00

Provide a Provisional Sum of Kenya two million

(Kshs 2million) for Plumbing works to be carried out

by an approved Sub-contractor. SUM 2000,000.00

Allow a Provisional sum of Kenya Shillings two

Hundred Fifty Thousand (Kshs. 250,000) only for

Project Manager's stationery. SUM 250,000.00

Allow a Provisional sum of Kenya Shillings two

million (Kshs. 2million) only for septic tank. SUM 2,000,000.00

Total PC and provisional sum to summary page 44 7,750,000.00

44

ITEM DESCRIPTION QTY AMOUNT

MAIN SUMMARY From

page

1

TOTAL FOR PARTICULAR PRELIMINARY

BROUGHT FORWARD 4 ……………………………..

2 TOTAL FOR COW BARN BROUGHT FORWARD

FROM COLLECTION PAGE

14 ……………………………..

3

TOTAL FOR CALF BARN BROUGHT FORWARD

FROM COLLECTION PAGE

24 …………………………….

4

TOTAL FOR MILKING PALOUR BROUGHT

FORWARD FROM COLLECTION PAGE 35 ……………………………

5

TOTAL FOR MILLING AND FEEDSTORE

BROUGHT FORWARD FROM COLLECTION

PAGE 44 ……………………………

6

TOTAL PROVISIONAL SUMS 44 7,750,000.00

TOTAL MAIN SUMMARY CRRIED TO FORM

OF TENDER

Amount in words

……………………………………………………………………………………………………

……………………………………………………………………………………………………

……………………………………………………………………………………………………

……………………………………………………………………………………………………

Name of tenderer……………………………………………………………………………….

Address………………………………….

Signature……………………………….. Date……………….

Documents

BILL OF QUANTITIES · BILL OF QUANTITIES PROPOSED MODERN DAIRY UNIT AND ASSOCIATED WORKS AT KAIMOSI FRIENDS ... MATERIALS FROM DEMOLITIONS Any re usable materials arising from demolitions