BILLS OF QUANTITIES - Turkana County · EXCAVATION AND EARTHWORK SITE PREPARATION Clearing site...
Transcript of BILLS OF QUANTITIES - Turkana County · EXCAVATION AND EARTHWORK SITE PREPARATION Clearing site...
BILLS OF QUANTITIES
FOR
PROPOSED TOURISM CURIO SHOPS
IN
TURKANA.
ISSUED BY:
COUNTY ARCHITECT
DIRECTORATE OF PUBLIC WORKS
P.O. BOX 11 -30500.
LODWAR .
OCTOBER 2018
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
STD/2
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/3
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/4
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/5
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/6
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/7
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/8
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
ITEM ITEM DESCRIPTION QTY UNIT RATE Kshs.
SUBSTRUCTURE (ALL PROVISION)
EXCAVATION AND EARTHWORK
SITE PREPARATION
Clearing site vegetation;grubbing up roots
and filling up voids left with selected
excavated material
A Bushes, shrubs, undergrowth or the like 21 sm 100 2,100.00
and cart away from site
EXCAVATION
Excavating vegetable soil for preservation
average 200 mm thick
B Load up and store on site, later level and 21 sm 100.00 2,100.00
spread as directed on site and cart away
surplus excavated material
Excavated surface tobn reduce level
C Over 300mm deep 21 cm 300.00 6,300.00
DISPOSAL OF WATER
D Labour and material, keeping excavation ITEM 5,000.00
free from general water
PLANKING AND STRUTING
E Labour and materials,to hold sides of ITEM 5,000.00
excavation generally
HARDCORE FILLING
F 150mm thick and deposing and compacting
layers maximum 150mm thick in making 25 CM 500.00 12,500.00
leves
MURRAM
G Blinding surfaces of fill 50 mm thick 25 SM 500.00 12,500.00
Carried to collection page 45,500.00
SP/1
ITEM ITEM DESCRIPTION QTY UNIT RATE Kshs.
WALLING
A Supply and fix 20 feet container 1 ITEM 300,000.00 300,000.00
Fabricated with vet grills on the back
and a foldable door on the front
NATURAL STONE BLOCKS
B 300x200mm natural stone blocks to form conatiner base on well 12 SM 500.00 6,000.00
compacated ground
ROOF COVERING
Steel trusses
C 100*50mm RHS tubes supports 35 LM 950.00 33,250.00
D 35x35mm purlis 36 LM 750.00 27,000.00
E 25x25mm 16 SM 1,600.00 25,600.00
Boardig; Wrot Cypress, Prime garde, Preasure
impregnated
F 250x3mm steel plate facia 24 LM 500.00 12,000.00
Roofing Covering
G Gauge 28 ordinary corrugated iron sheets fixed 35 SM 950.00 33,250.00
to 50x50mm timber purlins (measured separetly)
H Gauge 28 prepainted ridge cap and hip 12 LM 450.00 5,400.00
PAINTING AND DECORATING
ONE UNDERCOAT TWO COATS OIL PAINT FUUL
GLOSS FINISH TO PAINT OR EQUAL AND APPROVED
I General steel surfaces board surface 45 LM 250.00 11,250.00
J Dittop 200 to 300mm girth external 36 LM 250.00 9,000.00
K Ditto but metal surfaces 200-300mm girth external 24 LM 250.00 6,000.00
Total Reinforcement concrete Carried to Bill 468,750.00
SP/2
ITEM ITEM DESCRIPTION QTY UNIT RATE Kshs.
WINDOWS
A 1200X300mm high steel grill with mesh inside 3 No. 9,500.00 28,500.00
B 1200mm X2100mm Steel double fold door to approval 2 No. 15,000.00 30,000.00
complete with fittings
Carried to collection page 58,500.00
SUMMARY
Carried from Page 1 45,500.00
Carried from Page 2 468,750.00
Carried from Page 3 (Above) 58,500.00
Carried to Collection page 572,750.00
SP/3
DOORS
ITEM ITEM DESCRIPTION KSHS.
PC. SUMS AND PROVISIONAL SUMS.
A Allow Sum of kshs 50,000 (Fifty Thousand 50,000.00
only (for contigencies)
B Allow Sum of kshs 50,000 (Fifty Thousand 50,000.00
only (for project supervision)
C Allow Sum of kshs 100,000 (One Hundred Thousand 100,000.00
only (Ttransportation)
200,000.00
SP/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 6 350 2,100.00
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 3 100 300.00
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 40,050.00
MBQ/1
ITEM ITEM(S) DESCRIPTIONS UNIT QUANTITYRATE 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 12000 72,000.00
150mm. Thick concrete floor slab S.m 15 1400 21,000.00
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 1200 30,000.00
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 201,450.00
MBQ/2
ITEM ITEM(S) DESCRIPTIONS UNIT QUANTITYRATE AMOUNT
ELEMENT No. 2
WALLING
The following mesh wire cladding
A 200mm Thick dressed natueal stone walling S.m 45 1200 54,000.00
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 8500 17,000.00
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 119,250.00
MBQ/3
ITEM ITEM(S) DESCRIPTIONS UNIT QUANTITYRATE 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 QUANTITYRATE 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 QUANTITYRATE AMOUNT
COLLECTION PAGE
A Carried forward from page 1 40,050.00
B Carried forward from page 2 201,450.00
C Carried forward from page 3 119,250.00
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 446,600.00
MBQ/12
GRAND SUMMARY PAGE
A TOTALS FOR CURIO SHOPS 597,000.00
B TOTALS FOR TOILET 446,600.00
C TOTALS FOR PROVISIONAL AND PC SUMS 200,000.00
TOTALS 1,243,600.00
Add 16% VAT 198,976.00
GRAND TOTALS FOR CURIO SHOPS 1,442,576.00
Contractors Names:__________________________________________________________
Address:____________________________________________________________________
Date:_______________________________________________________________________
Signature:__________________________________________________________________
Witnesses Name:___________________________________________________________
Address:____________________________________________________________________
Date:_______________________________________________________________________
Signature:__________________________________________________________________
TOTAL BUILDING WORKS CARRIED TO GRAND SUMMARY
Amount in Words: Kenya Shillings
…………………………………………………………………………………….. only
GSPublisherEngine 0.21.100.100
CHKD BY:
REVISIONS
No:
Issue:
NOTES:
Date:
DRAWN BY:
Project Name & Address:
Drawing Title:
Ref No: Project:
Date:
Scale:Drg No:
CLIENT:
OCT 2018
ARCHITECT:
--- ---- ----
L(_____) Rev
18/031
PROJECT MANAGER:
MINISTRY OF PUBLIC WORKS
Signature: Date:
Signature: Date:
DOMDOM
DEPARTMENTOF
PUBLIC WORKSARCHITECTURE
FOR THE COUNTY GOVERNMENT OF TURKANA
GENERAL:1. All dimensions to be checked on site before commencement of any works. Use figure dimensions only. Anydiscripancies to be reported to the architect immediately.2. All dimensions are in milimetres unless otherwise specified as room dimensions in metrs.3. All sections should be read as per floor plan and drawings must be read in concert with each other.4. P.V denotes permanent air vent.5. All windows and doors to schedule and details.
CIVIL WORKS:1. All soil under slabs and around external foundations to be treated for termite control.2. All soils on cut emberkments to be stabilised. Slope not to exceed the natural angle of repose.3. All slabs at ground level to be poured over 1000 gauge polythene sheeting on 50mm stone blinding onhardcore.
STRUCTURAL WORKS:1. All loose soils to be removed from all building plinths. All buildings to be clear of loose soil to a distance of 3m.2. All basement columns to be provided with angle iron protection 1500mm high.3. All paved surfaces to be clear of loose soil ta a distance of 500mm outside the edge of the surface.4. Refer to structural Engineers details for all R.C works.5. Foundation depth to be determined on site to structural Engineer's approval.6. All walls less than 200mm thick to be reinforced with hoop irons at every alternate course.7. All adjacent R.C works and masonry walls to be tied with strap irons at every course.
MECHANICAL WORKS:1. All loose soils to be removed from all building plinths. All buildings to be clear of loose soil to a distance of 3m.2. All basement columns to be provided with angle iron protection 1500mm high.3. All paved surfaces to be clear of loose soil ta a distance of 500mm outside the edge of the surface.4. Refer to structural Engineers details for all R.C works.5. Foundation depth to be determined on site to structural Engineer's approval.6. All walls less than 200mm thick to be reinforced with hoop irons at every alternate course.7. All adjacent R.C works and masonry walls to be tied with strap irons at every course.
PLAN VIEW
50 1,983 50 1,983 50 1,933 50
50393
1,200390 50 390
1,200394 50 372
1,200362
50
6,100
150
1,30
050
2,45
050
1,00
0
1,30
050
2,45
050
1,45
02,
550
1,00
0
50393
1,200390 50 390
1,200394 50 372
1,200362
50
50 1,983 50 1,983 50 1,933 506,100
150
2,35
01,
450
1,05
02,
500
2,50
05,
000
1,45
02,
550
1,00
015
02,
350
1,45
01,
050
2,50
02,
500
5,00
0
S-03
S-03
E-00
E-01
E-02
E-03
3,000898 3,000 1,102
200
2,58
510
063
6
FRONT ELEVATION E-00 SIDE ELEVATION E-01
BACK ELEVATION E-02 SIDE ELEVATION E-03
15 degrees roof with steeltrusses covered with 2500mmprepainted box profile sheets
100x75mm RHS tube steeltrusses fixed to architectsapproval with ms steel plateceiling1200x2100mm steel doublefolding door to schedule
20 feet container branded toclients approval
200x300mm natural stoneblocks base
1200x300mm steel grills withmesh inside to approval
20 feet container branded toclients approval
200x300mm natural stoneblocks base
75x75mm angle line steel pipeto be fixed on the edges of theroof to hold ironsheets inposition
PROPOSED TOURISM CURIO SHOPS
MINISTRY OF TOURISM
GSPublisherEngine 0.16.100.100
1:50scale
drawing title
project
Revision
Notes
Client
All dimensions are in mm unless otherwisespecified.Drawings are not to be scaled.Contractor must check and verify all thedimensions before commencement of thework.
constructionAll slabs at ground level to be layed over 1000 gauge polythenesheeting on 50mm thick murram blinding,on well compactedhardcore.All soils under slab and around external foundationto be poised for termite control.
Client signature...................................................
Drawn
Name Signed Date
Checked
DOM
Approved
drawing titleW.P Item No.Job No.
DOM
DOM
123
MINISTRYOF
PUBLIC WORKSARCHITECTURE DEPARTMENT
FOR THE COUNTY GOVERNMENT OF TURKANA
3.600
3.600
0.0120.138
1.0000.150
1.072 1.0780.150
0.012
0.15
01.
600
0.15
01.
600
0.15
0
S-02
S-02
E-01
E-02
E-03
E-04
PLAN
urinal
SIDE ELEVATION
SIDE ELEVATION
FRONT ELEVATION
BACK ELEVATION
2 DOOR PIT LATRINE