bill of quantities - turkana.go.ke · 1 attach a duly filled bill of quantity signed and stamped 2...
TRANSCRIPT
REPUBLIC OF KENYA
TURKANA COUNTY GOVERNMENT
BILL OF QUANTITIES
FOR
READVERTISEMENT FOR PROPOSED
COMPLETION OF LIVESTOCK
SALEYARD
AT
KAAKONG (LOBOKAT WARD)
IN
TURKANA COUNTY
Tender No. TCG/APEF/66/2018-2019
Neg No.699439-2
Issued By:- Architectural Department,
FORM OF INVITATION FOR TENDERS
_______________________ [date]
To: _____________________________________ [name of Contractor] _____________________________________ [address]
_____________________________________ _____________________________________
Dear Sirs:
Reference:__________________________________________[Contract Name]
You have been pre-qualified to tender for the above project.
We hereby invite you and other pre-qualified tenderers to submit a tender for the execution and completion of the above Contract.
A complete set of tender documents may be purchased by you from ____ ___________________________________________________________________
[Mailing address, cable/telex/facsimile numbers].
Upon payment of a non-refundable fee of Kshs _______________________
All tenders must be accompanied by ________________number of copies of the same and a security in the form and amount specified in the tendering documents, and must be delivered to ____________________________________________________________________
[Address and location]
at or before _______________________(time and date). Tenders will be opened immediately thereafter, in the presence of tenderers’ representatives who choose to attend.
Please confirm receipt of this letter immediately in writing by cable/facsimile or telex.
Yours faithfully,
_____________________________________ Authorized Signature
_____________________________________ Name and Title
FORM OF TENDER
TO………………………………………………………………………………………………………………………………… [Name of Employer) ____________[Date]__________________________[Name of Contract]
Dear Sir,
1. In accordance with the Conditions of Contract, Specifications, Drawings and Bills of Quantities for the execution of the above named Works, we, the undersigned offer to construct, install and complete such Works and remedy any defects therein for the sum of Kshs._____________________________[Amount in figures]Kenya Shillings_________ _____________________ __________________________________________________________________________[Amount in words]
2. We undertake, if our tender is accepted, to commence the Works as soon as is
reasonably possible after the receipt of the Project Manager’s notice to commence, and to complete the whole of the Works comprised in the Contract within the time stated in the Appendix to Conditions of Contract.
3. We agree to abide by this tender until …………………………..[Insert date], and it shall remain
binding upon us and may be accepted at any time before that date. 4. Unless and until a formal Agreement is prepared and executed this tender together with
your written acceptance thereof, shall constitute a binding Contract between us. 5. We understand that you are not bound to accept the lowest or any tender you may
receive.
Dated this____________________ day of _______20________________
Signature__________________ in the capacity of________________
Duly authorized to sign tenders for and on behalf of
__________________________________________[Name of Employer] of________________________________________[Address of Employer]
Witness; Name________________________________________
Address_____________________________________
Signature____________________________________
Date__________________________________________
STD/2
LETTER OF ACCEPTANCE [letterhead paper of the Employer]
_______________________ [date]
To: _______________________ [Name of the Contractor]
_____________________ [Address of the Contractor]
Dear Sir,
This is to notify you that your Tender dated _________________________for the execution of _____________________ [Name of the Contract and identification number, as given in the Tender documents] for the Contract
Price of Kshs. _______________________ [amount in figures][Kenya Shillings_________________________(amount in words) ] in accordance with the Instructions to Tenderers is hereby accepted.
You are hereby instructed to proceed with the execution of the said Works in accordance with the Contract documents.
Authorized Signature …………………………………………………………………
Name and Title of Signatory …………………………………………………………
Attachment : Agreement
STD/3
FORM OF AGREEMENT
THIS AGREEMENT, made the _______________ day of ________ 20 ______ between______________________________________________ of[or whose registered office is situated at]___________________________________ (hereinafter called “the Employer”) of the one part AND ____________________________________________of [or whose registered office is situated at]__________________________________ (hereinafter called “the Contractor”) of the other part.
WHEREAS THE Employer is desirous that the Contractor executes ___________________________________________________________________
(name and identification number of Contract ) (hereinafter called “the Works”) located
at______________________________[Place/location of the Works]and the Employer has accepted the tender submitted by the Contractor for the execution and completion of such Works and the remedying of any defects therein for the Contract Price of Kshs___________________________[Amount in figures],Kenya Shillings_____________________________________________[Amount in words].
NOW THIS AGREEMENT WITNESSETH as follows:
1. In this Agreement, words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract hereinafter referred to.
2. The following documents shall be deemed to form and shall be read and construed
as part of this Agreement i.e.
(i) Letter of Acceptance
(ii) Form of Tender
(iii) Conditions of Contract Part I
(iv) Conditions of Contract Part II and Appendix to Conditions of Contract
(v) Specifications
(vi) Drawings
(vii) Priced Bills of Quantities 3. In consideration of the payments to be made by the Employer to the Contractor as hereinafter mentioned, the Contractor hereby covenants with the Employer to execute and complete the Works and remedy any defects therein in conformity in all respects with the provisions of the Contract.
STD/4
4. The Employer hereby covenants to pay the Contractor in consideration of the execution and completion of the Works and the remedying of defects therein, the Contract Price or such other sum as may become payable under the provisions of the Contract at the times and in the manner prescribed by the Contract.
IN WITNESS whereof the parties thereto have caused this Agreement to be executed the day and year first before written.
FOR AND BEHALF OF THE EMPLOYER.
Name:……………………………………………………………………………………………………………………………………………………………
Title:………………………………………………………………………………………………………………………………………………………………
Binding Signature:………………………………………………………………………………………………………………………………………
Date:………………………………………………………………………
Witnessed by
Name:……………………………………………………………………………………………………………………………………………………………
Address:………………………………………………………………………………………………………………………………………………………
Signature:……………………………………………………………………………………………………………………………………………………
Date:…………………………………………………………………………………………………..
FOR AND ON BEHALF OF THE CONTRACTOR.
Name of the Contractor:…………………………………………………………………………………………………………………………………….
Full name of Contractor`s authorized representative:……………………………………………………………………………..
Title:………………………………………………………………………………………………………………………………………………………
Binding Signature:………………………………………………………………………………………………………………………………
Date:………………………………………………………………………
Witnessed by
Name:………………………………………………………………………………………………………………………………………………………
Address:…………………………………………………………………………………………………………………………………………………
Signature:……………………………………………………………………………………………………………………………………………
Date:…………………………………………………………………………………………………..
STD/5
FORM OF TENDER SECURITY
WHEREAS ………………………………………..(hereinafter called “the Tenderer”) has submitted his tender dated ………………………… for the construction of ……………………………………………………………………… …………………… (name of Contract)
KNOW ALL PEOPLE by these presents that WE ……………………… having our registered office at ………………(hereinafter called “the Bank”), are bound unto ……………………………(hereinafter called “the Employer”) in the sum of Kshs.……………………… for which payment well and truly to be made to the said Employer, the Bank binds itself, its successors and assigns by these presents sealed with the Common Seal of the said Bank this ……………. Day of ………20…………
THE CONDITIONS of this obligation are:
1. If after tender opening the tenderer withdraws his tender during the period of tender validity specified in the instructions to tenderers Or
2. If the tenderer, having been notified of the acceptance of his tender by the Employer
during the period of tender validity:
(a) fails or refuses to execute the form of Agreement in accordance with the Instructions to Tenderers, if required; or
(b) fails or refuses to furnish the Performance Security, in accordance with the Instructions to Tenderers;
We undertake to pay to the Employer up to the above amount upon receipt of his first written demand, without the Employer having to substantiate his demand, provided that in his demand the Employer will note that the amount claimed by him is due to him, owing to the occurrence of one or both of the two conditions, specifying the occurred condition or conditions.
This guarantee will remain in force up to and including thirty (30) days after the period of tender validity, and any demand in respect thereof should reach the Bank not later than the said date. ___________________________ ___________________________
[date[ [signature of the Bank]
___________________________ ___________________________ [witness] [seal]
STD/6
DETAILS OF SUB-CONTRACTORS
If the Tenderer wishes to sublet any portions of the Works under any heading, he must give below details of the sub-contractors he intends to employ for each portion.
Failure to comply with this requirement may invalidate the tender.
(1) Portion of Works to be sublet: ………………………………
[i) Full name of Sub-contractor
and address of head office: ………………………………
………………………………
(ii) Sub-contractor’s experience of similar works carried out in the last 3 years with Contract value:
………………………………
………………………………
………………………………
(2) Portion of Works to sublet:
………………………………
(i) Full name of sub-contractor and address of head office:
………………………………
………………………………
………………………………
(ii) Sub-contractor’s experience of similar works carried out in the last 3 years with contract value:
……………………………
……………………………
____________________ [Signature of Tenderer)
_______________________ Date
STD/7
LETTER OF NOTIFICATION OF AWARD
Address of Procuring Entity _____________________ _____________________
To:
RE: Tender No.
Tender Name
This is to notify that the contract/s stated below under the above mentioned tender have been awarded to you.
Please acknowledge receipt of this letter of notification signifying your acceptance.
The contract/contracts shall be signed by the parties within 30 days of the date of this letter but not earlier than 14 days from the date of the letter.
You may contact the officer(s) whose particulars appear below on the subject matter of this letter of notification of award.
(FULL PARTICULARS)
SIGNED FOR ACCOUNTING OFFICER
STD/8
Preliminary Evaluation Evaluation and Comparison of Tenders- Documentary Evidence in form of copies No 1. Mandatory Requirements Yes/No
1 Attach a duly filled bill of quantity signed and stamped
2 Attach a copy of CR12
4 Bid security of Kshs. 100,000 from a bank or a
reputable insurance company approved by PPRA
5 Form of Tender duly completed, signed and stamped.
6 Business questionnaire duly completed, signed and stamped.
7 Copy of Certificate of Incorporation/Registration
8 Copy of KRA PIN certificate
9 Copy of Valid Tax Compliance Certificate/exemption Certificate
10 Valid certified NCA 7 registration certificate as a building works contractor.
11 Valid single business permit from the relevant20
County Government
12 Contractors with on going projects/works will not be awarded.
At this stage, the tenderer’s submission will e i t h e r be responsive or non-responsive.
Failure to provide ANY of the above mandatory requirements will lead to disqualification
Technical Evaluation Criteria
No Requirements Evidence Max. Score
Score Awarded
1 Experience Previous experience 10
detailing similar projects
undertaken successfully
evidenced by letters of
reference from clients,
completion certificates for
the respective projects to
the proposed works in
terms of the physical size
and complexity (10 marks,
each client 2 mark)
Over 5 clients – 10 marks
One of the contracts should 5
be valued at least 5 million
and above. (5marks). Experience under the 5
construction contracts in the
role as a main contractor or
sub-contractor for at least 3
years (5marks)
Qualified CVs, academic and 20
Technical Staff professional certificates and
evidence of registrations
with professional bodies. Building/ civil engineer- 10
mks
Diploma in building/
quantity surveyor- 5 marks Project manager-5mks
21
No Requirements Evidence Max. Score
Score Awarded
Equipment Give a list and type of 10
relevant equipment (related
to this tender) owned by
firm evidenced by ownership
documents. Where not
owned by company, provide
documentary evidence of
leased equipment as
required. At least 2 mks
each.
Site Agent 20 Qualification = HND In
Construction Engineering or
Equivalent(5marks)
Foreman General Experience= 5
Yrs=(2mark)
Specific Experience = 3Yrs
(5mark)
Qualification = Dip.
Construction Engineering or
Equivalent
General Experience = 5
yrs(3marks)
Specific Experience = 3 Yrs
(5marks)
Financial capacity
No Requirements Evidence Max. Score Score Awarded
Audited Audited Statements for the 20
statements last two years
Total Score 100
Only bidders who score 70% and above will proceed to financial evaluation
stage. Those who score below 70% will be eliminated at this stage from the
entire evaluation process and will not be considered for further evaluation
Financial Evaluation Only the tender that has conformed to the technical requirements and is the lowest
bidder will be considered
To be considered successful, the candidates must score a minimum score is 70 points out of the maximum 100 points in order to qualify for financial evaluation NB. TENDERERS WITH ONGOING/INCOMPLETE CONTRACTS WILL NOT BE ELIGIBLE FOR AWARD EVEN IF THE BIDDER IS THE LOWEST RESPONSIVE AFTER ENTIRE EVALUATION
PROPOSED COMPLETION OF OF ANIMAL SALE YARD
ITEM DESCRIPTION UNIT RATE SHS
YARD WORKS (ALL PROVISIONAL)
Site clearance and Excavations
A Clear site to remove small trees, bushes, shrubs, grass and the like. Grub up roots and cart away. 150 SM 100 15,000.00
B Excavate oversite average depth 200mm to remove
vegetable top soil and deposit elsewhere on site for Reuse 150 SM 100 15,000.00
C 100 mm thick Consolidated layer of murram well watered, tamped and compacted to approval 150 SM 500 75,000.00
- Concrete Works -
-
D Mass concrete 1:3:6 in ramps and foundation stripping 10 CM 18000 180,000.00
-
E Approved hardcore filling in making up levels 20 CM 1500 30,000.00
-
F 200 mm solid concrete block walling support to ramps -
reinforced as necessary 48 SM 1600 76,800.00
- YARD FENCING -
- The following in metal perimeter fencing welded overall -
overall height 2100 mm, complete with all priming -
and three coats gloss paint to approval -
-
G 50 mm diameter mild steel black pipe tubing main -
pillars grouted including 600 mm deep mass concrete -
surround and excavations 276 LM 2500 690,000.00
-
H 25 mm ditto horizontal bracing welded 382 LM 1500 573,000.00
-
J 950 x 1500 mm high openable shutters in 25 mm steel -
tubing vertical members at 200 mm centres welded to -
50 mm tubing frame surround complete all necessary -
fixing accessories, ironmongery and painting 2 NO 10000 20,000.00
-
K Ditto but 1900 x 1500 mm 2 NO 15000 30,000.00
-
L Prepare surfaces of small pipies and apply two coats -
superior quality oil paint 2121 LM 300 636,300.00
Total carried to Collection 2,341,100.00
SY/1
ITEM DESCRIPTION SHS
COLLECTION
Brought forward from page SY/1 2,341,100.00
Total Rehabilitation Works carried to Grand Summary 2,341,100.00
SY/3
PROPOSED FENCING REPAIR WORKS ITEM ITEM(S) DESCRIPTIONS UNIT QUANTITY RATE AMOUNT
FENCING WORKS
The following fencing work to school
compound measuring 100 x 150m2
A Clear and Grab roots of shrubs and work area sm 120 100 12,000.00
B Mass concrete to include compaction to hold C.M 3 18000 54,000.00 bases of fencing posts
C Excavate pits average depth 300mm and No. 24 100 2,400.00 average diameter 350mm
D Backfill load and deposit as directed any C.M. 3 100 300.00 excess materials
E Excavate trench x-section 200x250 along C.M. 3 100 300.00 chainlink fence
F Mass concrete strip under chainlink fence C.M. 3 18000 54,000.00 reinforcement
TOTAL CARRIED COLLECTION 123,000.00
MBQ/1
ITEM ITEM(S) DESCRIPTIONS UNIT QUANTITY RATE AMOUNT
FENCING WORK
A Supply 75x75x4mm m.s angle line 2.4m No. 35 1200 42,000.00 long with lop and tapered 300mm with
provisions for barbed wires in 3No. Lines,
provisions for 5No. Strairing wires and
welded onto base plates in map concrete
300mm deep
B Supply and Weld onto mild steel angle lines pcs. 35 500 17,500.00 mild steel plates 250x250x4mm
C Drill through angle lines to take 3No. Lines Item 1 60,000 60,000.00 barded wires at tapered end of fencing post
and 5No. Holes for straining wires
TOTAL CARRIED COLLECTION 119,500.00
MBQ/2
ITEM ITEM(S) DESCRIPTIONS UNIT QUANTITY RATE AMOUNT
A Extra over 50x50x2mm mild steel angle line No. 45 300 13,500.00 1.5M length angle line strauts
B supply barbed wire as per wire product Ltd. Rolls 1 6000 6,000.00 610M x 25kg x 16 range
C supply high tensile galvanized Rolls 1 2500 2,500.00 staining wires 50Kg per roll (as per Khelshi
Dharamshi Ltd.)
D Supply chainlink 18Meter roll 2.1M high as Rolls 6 6500 39,000.00 per wire products Ltd. In 14 gauge.
E Binding wire Kg. 10 200 2,000.00
F Supply and Install steel gate 6000x1800mm with Item 1 60000 60,000.00 pedestrian gate measuring 1200mm wide
TOTAL CARRIED COLLECTION 123,000.00
MBQ/3
ITEM ITEM(S) DESCRIPTIONS UNIT QUANTITY RATE AMOUNT
COLLECTION
A Carried forward from page 1 123,000.00
B Carried forward from page 2 119,500.00
C Carried forward form page 3 123,000.00
TOTAL CARRIED TO FORM OF TENDER 365,500.00
MBQ/4
PROPOSED 1No. TWO DOORS LATRINE
ITEM DESCRIPTIONS UNIT QTTY RATE AMOUNT
SUB-STRUCTURES
EXCAVATION AND EARTHWORKS
A Excavate oversite average 150mm. Deep S.m 15 100 1,500.00 and remove from site
B Excavate to reduce levels. C.m 6 100 600.00
C Excavate for foundation trenches starting C.m 6 300 1,800.00 from reduced level and not exceeding 1.50
metres deep
D Extra Over for excavation in rock at any depth C.m 3 1000 3,000.00
E Return, fill and ram excavated material C.m 3 100 300.00 around foundation
F Remove surplus excavated material from site C.m 3 500 1,500.00
G 300mm. Thick approved hardcore with an S.m 15 350 5,250.00 approved insecticide.
H Treat surface of hardcore with an approved S.m 15 300 4,500.00 Insectide
I 500 Guage polythene sheeting laid on hardcore S.m 15 500 7,500.00
J BRC fabric reinforcement to BS ref. A142 S.m 15 500 7,500.00 weighing 2.34g/m2 with 150 mm. end laps.
K approved 50mm. Murram blinding filled in S.m 15 500 7,500.00 layers watered and compacted to make up
Levels
Carried to collection page 40,950.00
MBQ/1
ITEM ITEM(S) DESCRIPTIONS UNIT QUANTI RATE AMOUNT
ELEMENT No.1(cont.)
Sub-structures (cont.)
VIBRATED REINFORCED CONCRETE
1:2:4 - CLASS 20/20mm.) as described IN:
500X250mm r.c in Foundation strip. C.m 6 18000 108,000.00
150mm. Thick concrete floor slab S.m 15 1600 24,000.00
SWAN FORMWORK
75-150mm high formwork to edge of surface bed S.m 32 150 4,800.00
WALLING
200mm. Thick natural stone block walling S.m 25 1500 37,500.00 in cement/sand mortar 1:4
150mm. Bituminous feet damp proof course. L.m 25 300 7,500.00
SUPPLY AND FIX THE FOLLOWING
REINFORCEMENT INCLUDING CUTTING,
BENDING,HOOKING,TYPING AND
SUPPORTING AS REQUIRED TO B.S 4449
12mm Diameter bars Kgs 76 200 15,200.00
8mm Diameter bars Kgs 76 200 15,200.00
PLINTH AREA.
A 12mm. External rendering to plinth walls S.m 25 350 8,750.00
B Prepare and apply three coats of black bituminous S.m 25 300 7,500.00 paint to plinth walls
PIT EXCAVATION
C Excavate pit starting from stripped level and not C.m 15 300 4,500.00 exceeding 1.5m deep and include depositing in
spoil heap as shall be directed on site.
D Ditto starting from 1.5m and not exceeding 3.0m C.m 15 1000 15,000.00 deep ditto
Carried to collection page 247,950.00
MBQ/2
ITEM ITEM(S) DESCRIPTIONS UNITQUANTI RATE AMOUNT ELEMENT No. 2
WALLING
The following mesh wire cladding
A 200mm Thick dressed natueal stone walling S.m 45 1500 67,500.00
B Hoop Iroin laid horizontal mortar joints at every Kg 25 250 6,250.00 three courses
ROOF
A The following in timer roof Trusses to Structural no 9 500 4,500.00 Engineers details
COVERING
H 30 Gauge Galvanized corrugated Iron sheet roof S.m 15 2500 37,500.00 covering
ELEMENT No. 4
DOOR SHUTTERS
Supply and fix the following standard section
purpose made metal grill complete with frame no 2 15000 30,000.00
finished with one coat red oxide primer complete
with opening accessories for doors, locks and
cabins hooks,icluding
cutting and pinning fixing lugs to square tube
column
Carried to collection page 145,750.00
MBQ/3
ITEM ITEM(S) DESCRIPTIONS UNITQUANTI RATE AMOUNT ELEMENT No. 6
FINISHINGS
FLOORS
Cement and Sand (1:4) pavings finished smooth
A 35mm. (average) Paving finish S.m 9 650 5,850.00
PAINTING AND DECORATING
Prepare and apply three coats first grade plastic
emulsion paint
Internally
Internal Surface S.m 65 300 19,500.00
Rendering Externally S.m 65 300 19,500.00
Surfaces not exceeding 75mm girth. L.m 35 300 10,500.00
TOTAL CARRIED TO SUMMARY 5,850.00
MBQ/4
ITEM ITEM(S) DESCRIPTIONS UNIT QUANTI RATE AMOUNT
PRIME COST SUM AND PROVISIONAL SUMS
Allow for project management stationery sum 50,000.00 and supervision expenses of Kenya
shillings: fifty only.
Allow sum of Thirty thousand only sum 30,000.00 for contigencies
TOTAL CARRIED TO SUMMARY 80,000.00
MBQ/5
ITEM ITEM(S) DESCRIPTIONS UNIT QUANTI RATE AMOUNT
COLLECTION PAGE
A Carried forward from page 1 40,950.00
B Carried forward from page 2 247,950.00
C Carried forward from page 3 145,750.00
D Carried forward from page 4 5,850.00
E Carried forward from page 5 80,000.00
Sub total carried to grand summary page 520,500.00
MBQ/6
GRAND SUMMARY PAGE
A TOTAL FOR HOLDING PENS 2,341,100.00
B TOTAL FOR FENCE #REF!
C TOTAL FOR TOILET 365,500.00
D TOTAL FOR RESTING SHADE 520,500.00
419,400.00
GRAND TOTALS #REF!
ADD 16% VAT #REF!
GRAND TOTALS #REF!
Amount in Words: Kenya Shillings ……………………………..only
Contractors Names:__________________________________________________________
Address:____________________________________________________________________
Date:_______________________________________________________________________
Signature:__________________________________________________________________
Witnesses Name:___________________________________________________________
Address:____________________________________________________________________
Date:_______________________________________________________________________
Signature:__________________________________________________________________
TOTAL BUILDING WORKS CARRIED TO GRAND SUMMARY
Loading ramp
1 , 3 0 2 50mm Diameter Black pipe
25mm Diameter openable
PROPOSED LIVESTOCK MARKET (PLAN & SECTION)
black pipe Shutters
1 , 3 0 0
5095050
50
50
950
50 1,950 1,950 1,950 50 SECTION S-01
35,000 5,000 5,000 5,000 5,000 5,000 5,000 5,000
4,111
4,0
00
HOLDING PENS FOR SMALL ANIMALS
8 , 0 0 0
2,5
00
ENTRANCE
S-01
10
,
20
120
0,
2,0
00
ENTRANCE
8,
0 0 0
HOLDING PENS FOR SMALL ANIMALS
HOLDING PENS FOR LARGE ANIMALS
4,112 3,528 5,000 4,999 5,000 5,001 5,000 5,000 4,988 25 2,297 20,025
AERIAL VIEW
Loading ramp
, 3 0 2 1 50mm Diameter Black pipe
25mm Diameter openable
black pipe Shutters
, 3 0 0 1
5095050
50
50950
50 1,950 1,950 1,950 50
1,9
93
Notes
All dimensions are in mm unless
otherwise specified.
Drawings are not to be scaled.
Contractor must check and verify all
the dimensions before commencement
of the work.
construction All slabs at ground level to be layed over 1000 gauge
polythene sheeting on 50mm thick murram blinding,on well
compacted hardcore.All soils under slab and around external
foundation to be poised for termite control.
Revision S-
project
LAYOUT FOR PROPOSED HOLDING
PENS AND LOADING RAMP
drawing title
PLAN LAYOUT
Client
MINISTRY OF AGRICULTURE,
PASTORAL ECONOMY AND FISHERIES
Client signature...................................................
scale 1 1:100 2
3
W.P Item No. drawing title
Job No.
Name Signed Date
Drawn D.O.M
Checked D.O.M
Approved D.O.M
MINISTRY
OF PUBLIC WORKS
ARCHITECTURE DEPARTMENT
FOR THE GOVERNMENT OF TURKANA
2.500
2.500
0.050
1.175 0.050
1.175
0.050 0.050
1.175 0.050
1.175 0.050
Notes All dimensions are in mm unless otherwise specified.
Drawings are not to be scaled. Contractor must check and verify all the dimensions before commencement of the work.
2.550 2.500
0.050 1.200 0.050 1.200 0.050 0 . 0 5 0 0.
050
0 4
50x50x4mm SHS 16
-
S E
gauge corner struts
1 . 2 0 0 1.20
0
Ele
vatio
n
cat ladder for access
2.5
50
50 02 .0.
05 0
0.05
0
5002.
5502.
Se
ctio
n
al
to the tank
50x50x4mm SHS 16
gauge central column
2001
. 2001.
50x50x4mm SHS 16
gauge horizontal
0.050
supports
0.050 1.200 1.200 0.050
0 . 0 5 0 2.500 0.05
0
2.550
Sectional Elevation SE-05
WATER TANK PLAN
0.05
0
5000l water "roto" tank complete with all accessories
1.0
00
0.9
50
50x50x4mm SHS 16 gauge raised railing
3.50
0
0.05
0
50x50x4mm SHS 16 gauge central column
2.5
00
2.4
50
cat ladder for access to the tank
50x50x4mm SHS 16 gauge corner column
50x50x4mm SHS 16 gauge cross bars
Base plate complete with nuts to eng. detail
and approval
Steel anchor bars, foundation depth to be
determined on site but not to be less than
500mm
Steel plate footing
2.000 0.350 0.050
0.050 2.400 0.050
2.500
SECTIONAL ELEVATION SE-04
05 00 .
5000l water "roto" tank complete with all accessories
0001.
0.9
50 50x50x4mm SHS 16 gauge raised railing
3.5
00
0.0
50
50x50x4mm SHS 16 gauge central column
5002.
50x50x4mm SHS 16 gauge corner column
4502.
50x50x4mm SHS 16 gauge cross bars
Base plate complete with nuts to eng. detail
and approval
Steel anchor bars, foundation depth to be determined on site but not to be less than
500mm
Steel plate footing
1.200 1.200
0.050 2.400 0.050
2.500
SECTIONAL ELEVATION SE-05
construction All slabs at ground level to be layed over 1000 gauge
polythene sheeting on 50mm thick murram blinding,on well
compacted hardcore.All soils under slab and around external
foundation to be poised for termite control.
Revision
project
LAYOUT FOR PROPOSED FENCE
AND ELEVATED WATER TANK
1 5 1
2,500 2,500 STRAINING WIRE/ BURBED
2,4
00
5 0 0 0 5 0 0 5 0
WIRE TO APPROVAL
1 9 2 1 9 3 CHAIN LINK TO ENG. APPROVAL
75x75x3MM ANGLE LINE
4 0 0
STEEL COLUMN
STRIP OF 200x200MMM
CONCRETE BEAM FOOTING
0 0 6 6 0 0
HOLDING THE CHICKEN
MESH IN PLACE
BACK FILL
ELEVATION
drawing title
PLAN LAYOUT
Client
MINISTRY OF AGRICULTURE, PASTORAL ECONOMY AND FISHERIES
Client signature................................................... scale 1 1:100
2
3 W.P Item No.
drawing title
120
150 2
,130 2
,400
150
5 7
35
150
3 5 3 5
150
1503
5
150
1 5 0
15 0 20 0
35
3 5
35
150
1503
5
1 5 0
75
2575 200
200
25
PEDESTRIAN GATE
200x200MM CONCRETE
COLUMN
75x75x3MM RHS
STEEL TUBE
3MM METAL PLATE
35x35x3MM RHS
STEEL TUBE
35
3NO. 1" BUSHES
35
7575
25
2,100 1,09535
900 75 200
2,250 2,250 25 200
4,950 SECTION GATE
CHAIN LINK TO ENG. APPROVAL
75x75x3MM ANGLE LINE STEEL COLUMN
STRIP OF 200x200MMM CONCRETE BEAM FOOTING HOLDING THE CHICKEN MESH IN PLACE
CONCRETE COLUMN FOOTING TO BE DETERMINED ON SITE BACK FILL
Job No.
Name Signed Date
Drawn D.O.M Checked D.O.M
Approved D.O.M
MINISTRY
OF PUBLIC WORKS
ARCHITECTURE DEPARTMENT
FOR THE GOVERNMENT OF TURKANA