sections vii form of tender & viii boq

Ethiopian Roads Authority Section VII – Form of Tender etc

Section VII. - Form of Tender,

Appendix to Tender

Form of Tender Security

Addis Ababa - Adama Road Project, Tender Documents i


Form of Tender Date: ICB No.: Invitation for Bid No.:

To: Ethiopian Roads Authority P. O. Box 1770 Addis Ababa, Ethiopia

We, the undersigned, declare that: (a) We have examined and have no reservations to the Bidding Document, including Addenda

issued in accordance with Instructions to Bidders (ITB) 8; (b) We offer to execute in conformity with the Bidding Document the following Works:

Construction of the Addis Ababa - Adama Road project; (c) The total price of our Bid, excluding any discounts offered in item (d) below is:

; (d) The discounts offered and the methodology for their application are:

;

(e) Our bid shall be valid for a period of _________________ days from the date fixed for the bid

submission deadline in accordance with the Bidding Document, and it shall remain binding upon us and may be accepted at any time before the expiration of that period;

(f) If our bid is accepted, we commit to obtain a performance security in accordance with the

Bidding Document; (g) We, including any subcontractors or suppliers for any part of the contract, have or will have

nationalities from eligible countries, in accordance with ITB-4.2; (h) We, including any subcontractors or suppliers for any part of the contract, do not have any

conflict of interest in accordance with ITB-4.3; (i) We are not participating, as a Bidder or as a subcontractor, in more than one bid in this bidding

process in accordance with ITB-4.3, other than alternative offers submitted in accordance with ITB-13;

We, including any of our subcontractors or suppliers for any part of the contract, have not been declared ineligible by the Bank, under the Employer’s country laws or official regulations or by an act of compliance with a decision of the United Nations Security Council;

(j) We are not a government owned entity/ We are a government owned entity but meet the requirements of ITB-4.5;1

1 Bidder to use as appropriate

Addis Ababa - Adama Road Project, Ttender Documents 1

Ethiopian Roads Authority Section VII. Form of Tender etc We have paid, or will pay the following commissions, gratuities, or fees with respect to the bidding process or execution of the Contract:

Name of Recipient Address Reason Amount

(If none has been paid or is to be paid, indicate “none.”)

(l) We understand that this bid, together with your written acceptance thereof included in your

notification of award, shall constitute a binding contract between us, until a formal contract is prepared and executed; and

(m) We understand that you are not bound to accept the lowest evaluated bid or any other bid that

you may receive. (n) We hereby certify that we have taken steps to ensure that no person acting for us or on our

behalf will engage in bribery. Name In the capacity of _ Signed Duly authorized to sign the bid for and on behalf of Dated on ________________________________ day of _______________________, ___

Addis Ababa - Adama Road Project, Tender Documents 2

Ethiopian Roads Authority Section VII – Form of Tender etc FORM OF POWER OF ATTORNEY Principal ----------------------------------- [Full name & Position] Address_____________________ (Hereinafter named as "the principal") Agent [1] ----------------------------------- [Full name & position] Address_____________________ (Hereinafter named as "the Agent") Specimen of signature / initial ___________

1. I, the undersigned principal, in my capacity as a ______________ (2) of [Name of the company] by the power conferred to me in the _________________ (3) here by delegate fully and without any restriction whatsoever to the Agent whose full details appeared above, to sign on the bid/ proposal to be submitted to the Ethiopian Roads Authority in relation to [Name of the project] in my name and on behalf of [Name of the company].

2. the Agent may not delegate this authority to any third person without prior consent of the

principal which should be in writing and be communicated to the Ethiopian Roads Authority.

3. This power of attorney is made pursuant to Article 2199 of the Ethiopian Civil code and

shall be effective as of [date of signature]. Name & title of the Principal [Signature & Stamp] ____________________ [1] If the Agent is the General Manager (GM) or Managing Director (MD) of the company and if

there is no person of higher authority other than him/her, then attach the Memorandum of Association/ Article of Association of the company/ business license to your bids/ proposals which empowers the person to sign on the bids/proposals.

[2] General Manager/chairman of Board of Directors/ etc. who is empowered to give such

delegation. [3] Article(s)- of the Memorandum of Association/Article(s)- of the Association/Minutes of Board

of Directors Meeting dated __________ reference No _______/etc. (should be attached with this power of Attorney).



Appendix to Tender

Schedule of Adjustment Data [In Tables A, B, and C, below, the Bidder shall (a) indicate its amount of local currency payment, (b) indicate its proposed source and base values of indices for the different foreign currency elements of cost, (c) derive its proposed weightings for local and foreign currency payment, and (d) list the exchange rates used in the currency conversion. In the case of very large and/or complex works contracts, it may be necessary to specify several families of price adjustment formulae corresponding to the different works involved.] Note 1: Sources of cost price adjustment indices shall be from recognized relevant Organizations and shall be acceptable to the Employer. Note 2: The Base Values of indices shall be those prevailing at the date 28 days prior to the latest date for submission of Bids and shall be substantiated by Bidders by appending copies of the relevant publication. Note 3: For price adjustment purpose, General part of the priced bill of Quantities, Bill I – General

Provision is also considered to be included in the non adjustable portion, i.e., in the fixed coefficient parts of the weighting.



Table A. Local Currency Table A1: Weightings for use with Local Currency (ETB)

Weightings Applicable for Bill 1 – General Provision (Non adjustable) Total amount of Bidders related

currencies amount (Birr)

Table A. Local Currency

Weightings Applicable for Bill 2 – Site Clearance Weightings Index

description* Index Code

Source of

Index

Base Value

and date

Permitted Range of Values

Bidders related currencies amount

(Birr)

Bidder’s proposed Value

Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 5-10%

Equipment E 40 – 60%

Bitumen B

Fuel F 20 – 40%

Reinforcing Steel

S

Cement C Total ( Must equal 100) 100%


Weightings Applicable for Bill 3 – Drainage Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 5 – 20%


Bitumen B

Fuel F 10 – 20%

Reinforcing Steel

S 2 – 6%

Cement C 40 – 60% Total ( Must equal 100) 100%




Weightings Applicable for Bill 4– Earthworks Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 3 - 8%


Bitumen B

Fuel F 30 – 50%

Reinforcing Steel

S



Weightings Applicable for Bill 5 – Sub Base and Road Base Weightings Index


Source of

Index

Base Value and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 3 - 8%


Bitumen B

Fuel F 20 – 40%

Reinforcing Steel

S





Weightings Applicable for Bill 6 – Bituminous Surfacing Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 5 - 10%


Bitumen B 20 – 30%

Fuel F 5 - 10%

Reinforcing Steel

S





Weightings Applicable for Bill 8 – Structures Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 5 - 10%


Bitumen B

Fuel F 10 – 20%

Reinforcing Steel

S 3 – 8%



Weightings Applicable for Bill 9 – Ancillary Works Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 2 – 5%


Bitumen B

Fuel F 5 – 15%

Reinforcing Steel

S 20 – 30%





Weightings Applicable for 10 – Dayworks (Non adjustable) Total amount of Bidders related


Table B. Foreign Currency (FC)

Table B. Foreign Currency 1 (FC1)ª

Specify Currency __________________


Weightings Applicable for Bill 1 – General Provision(Non adjustable) Total amount of Bidders related



Weightings Applicable for Bill 2 – Site Clearance Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 5 - 10%


Bitumen B

Fuel F 20 – 40%

Reinforcing Steel

S


a. If the bidder wishes to quote in more than one foreign currency (up to three), this table should be repeated for each foreign currency.


Ethiopian Roads Authority Section VII – Form of Tender etc Table B. Foreign Currency 1 (FC1)ª

Weightings Applicable for Bill 3 – Drainage Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 5 – 20%


Bitumen B

Fuel F 10 – 20%

Reinforcing Steel

S 2 – 6%




Weightings Applicable for Bill 4 – Earthworks Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 3 - 8%


Bitumen B

Fuel F 30 – 50%

Reinforcing Steel

S






Weightings Applicable for Bill 5 – Sub Base and Road Base Weightings Index


Source of

Index

Base Value and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 3 - 8%


Bitumen B

Fuel F 20 – 40%

Reinforcing Steel

S




Weightings Applicable for Bill 6 – Bituminous Surfacing Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 5 - 10%


Bitumen B 20 – 30%

Fuel F 5 - 10%

Reinforcing Steel

S






Weightings Applicable for Bill 8 – Structures Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 5 - 10%


Bitumen B

Fuel F 10 – 20%

Reinforcing Steel

S 3 – 8%




Weightings Applicable for Bill 9– Ancillary Works Weightings Index


Source of

Index

Base Value

and date



(Birr)


Fixed - 10% 10%

Local Labour Ll

Foreign Labour

FL 2 – 5%


Bitumen B

Fuel F 5 – 15%

Reinforcing Steel

S 20 – 30%






Weightings Applicable for 10 – Dayworks (Non adjustable) Total amount of Bidders related


Table C. Summary of Payment Currencies

Table: Alternative A For ………………………..[insert name of Section of the Works]

Name of payment currency

A Amount of currency

B Rate of

exchange (local currency

per unit of foreign)

C Local currency

equivalent C = A x B

D Percentage of Net Bid Price

(NBP) 100xC NBP

Local currency

1.00

Foreign currency #1

Foreign currency #2

Foreign currency #

Net Bid Price

100.00

Provisional sums expressed in local currency

287,500,000

287,500,000

BID PRICE



Form of Tender Security (Bank Guarantee)

__________________________ [Bank’s Name, and Address of Issuing Branch or Office]

Beneficiary: Ethiopian Roads Authority

P. O. Box 1770

Addis Ababa, Ethiopia

Date: __________________________

BID GUARANTEE No.: __________________________

We have been informed that __________________________ [name of the Bidder] (hereinafter called "the Bidder") has submitted to you its bid dated ___________ (hereinafter called "the Bid") for the execution of Addis Ababa - Adama Road project, under Invitation for Bids No. ___________ (“the IFB”).

Furthermore, we understand that, according to your conditions, bids must be supported by a bid guarantee.

At the request of the Bidder, we ____________________ [name of Bank] hereby irrevocably undertake to pay you any sum or sums not exceeding in total an amount of ___________ [amount in figures] (____________) [amount in words] upon receipt by us of your first demand in writing accompanied by a written statement stating that the Bidder is in breach of its obligation(s) under the bid conditions, because the Bidder:

(a) has withdrawn its Bid during the period of bid validity specified by the Bidder in the Form of Bid; or

(b) having been notified of the acceptance of its Bid by the Employer during the period of bid validity, (i) fails or refuses to execute the Contract Agreement or (ii) fails or refuses to furnish the performance security, in accordance with the ITB.

This guarantee will expire: (a) if the Bidder is the successful Bidder, upon our receipt of copies of the contract signed by the Bidder and the performance security issued to you upon the instruction of the Bidder; and (b) if the Bidder is not the successful Bidder, upon the earlier of (i) our receipt of a

copy your notification to the Bidder of the name of the successful Bidder; or (ii) twenty-eight days after the expiration of the Bidder’s bid. Consequently, any demand for payment under this guarantee must be received by us at the office on or before that date.

This guarantee is subject to the Uniform Rules for Demand Guarantees. ICC Publication No. 458._____________________________

[signature(s)]


Ethiopian Roads Authority Section VIII – Bill of Quantity

Section VIII - Bill of Quantity

Table of Contents

Preamble to Bill of Quantities

Bill of Quantities

Addis Ababa - Adama Road Project, Ttender Documents i

Ethiopian Roads Authority Section VIII – Bill of Quantity BILL OF QUANTITIES

Preamble to the Bill of Quantities This Preamble shall be deemed to amplify but in no way limit or contradict the Conditions of Contract, Technical Specifications and Drawings.

1. General Instructions for Measurements and Pricing 1.1 The Conditions of Contract together with the Technical Specifications and the Drawings are to be

read in conjunction with the Bill of Quantities and in so far as they have any bearing they must be referred to for details of the description, quality and strength of material to be used and the workmanship, conditions, obligations, liabilities and instructions generally which have to be complied with in carrying out this Contract. The cost of complying with all conditions, obligations and liabilities described in the Contract including all overhead charges and profit and carrying out the work as shown on the Drawings will be deemed to be spread over and included in the prices or sums stated by the Contractor in the Bill of Quantities.

1.2 Each item shall be priced and extended to the 'Amount' column by the Contractor with the exception of the items which already have provisional sums affixed thereto or items which have 'Rate Only' already inserted in the 'Amount' column. Rates and lump sums (except those printed) shall be inserted in the appropriate columns. If the Contractor omits to price any items in the Bill of Quantities then the cost of the work of such items will be held to be spread over and included in the prices given for other items of work.

The Bill of Quantities has been divided into separate Bills. Notwithstanding such division for convenience of pricing and re-measurement thereof nothing contained therein shall in any way relieve nor be deemed to relieve the Contractor of his responsibilities.

The rates and sums of money quoted in the Bill of Quantities shall be in Ethiopian Birr (ETB).

1.3 The unit prices shall be held to be inclusive of the supply of materials, services and everything necessary for the proper completion of the Works.

1.4 In the event of any variations during the performance of the Contract, the alteration shall be valued on the basis of the appropriate unit prices laid down in the Bill of Quantities and the Contract shall be adjusted accordingly.

1.5 The Contractor's attention is drawn to the fact that the quantities in the Bill of Quantities are estimated quantities and they are not to be considered as limiting nor as extending the amount of work to be done by the Contractor. The work as completed shall be measured and paid for as described in the Contract. The Engineer may vary the works as he may consider necessary and at the discretion of the Engineer, works under any provisional item shall be expended in whole or in part or may not be implemented.

1.6 All measurements for payment shall, unless otherwise specified in the following Technical Notes for Measurement and Pricing or in the Specifications, be the net quantities required by the Drawings and/or the Specifications and actually executed. Unless a separate item has been included for the purpose in the Bill, the cost of any work which may have to be executed in excess of the net or minimum requirements of the Drawings in order to provide the net or minimum requirements of the Drawings and/or the Specifications shall be included in the pricing of the item concerned.

1.7 Wherever reference is made to the Engineer such reference shall equally apply to the Engineer's Representative as well as a responsible member of the staff of the Engineer's Representative if the context of the reference so implies.

1.8 The Contractor shall be deemed to have provided in his rates, inter alia, for the following: (a) Any costs incurred in the acquisition of any land for the use of the Contractor in addition to that

made available by the Employer; (b) All charges or costs relating to site clearance, topsoil stripping and stockpiling, construction of

accesses and reinstatement associated with borrow pits/quarries;



(c) All charges and/or transport costs relating to extraction, preparation and haulage of materials to any distance of the road;

(d) Protection of the works from water from any source; (e) Setting out and verification of all survey data and dimensions; (f) Provision and preservation of survey beacons; (g) Provision of all samples and test certificates; (h) Provision of all water supply and services including electricity; (i) Environmental protection measures including health and safety measures, appropriate

maintenance of plant and equipment; (j) Maintenance of works, etc.

1.9 The units quoted in the Bill of Quantities are as shown hereunder, with their respective abbreviations: Abbreviation Meaning mm Millimetre m Linear Metre (= 1,000 mm) km Kilometre (= 1,000 m) m2 Square Metre ha Hectare (= 10,000 m2 ) l Litre m3 Cubic Metre (= 1,000 Litre) m3 km Cubic Metre Kilometre No. Number LS Lump Sum PS Provisional Sum g Gram kg Kilogram (= 1,000 g) t Metric Tonne (= 1,000 kg) hr Hour mth Month incl. including % per cent ETB Ethiopian Birr RCP Reinforced Concrete Pipes

2. Technical Notes for Measuring and Pricing

2.1 ‘Rate only’ items Against an item in the Bill of Quantities where no quantity is given but a ‘rate only’ is required, the Contractor shall fill in a rate or amount which will constitute payment for work which may be done in terms of this item. Such ‘rate only’ item is used where it is estimated that little or no work will be required under the item, or where the item is to be considered as an alternative for another item where a quantity is given, or for variations in rates of application or mix proportions. Work under ‘rate only’ items will be paid for only if it has been executed in terms of a written instruction by the Engineer.

3. Dayworks 3.1 General

Reference shall be made to the Conditions of Contract. Work shall not be executed on a Daywork basis except by written order of the Engineer. Bidders shall enter basic rates for Daywork items in the Schedules, which rates shall apply to any quantity of Daywork ordered by the Engineer. Nominal quantities have been indicated against each item of Daywork, and the extended total for Dayworks



shall be carried forward as a Provisional Sum to the Summary. Unless otherwise adjusted, payments for Dayworks shall be subject to price adjustment in accordance with the provisions in the Conditions of Contract.

3.2 Daywork Labour In calculating payments due to the Contractor for the execution of Dayworks, the hours for labour will be reckoned from the time labour arrives at the job site to execute the particular item of Daywork until arrival at the original place of departure, but excluding meal breaks and rest periods. Only the time of classes of labour directly doing work ordered by the Engineer and for which they are competent to perform will be measured. The time for Charge Hands actually doing work with the gangs will also be measured but not the time for Foremen or other supervisory personnel. The Contractor shall be entitled to payment in respect of the total time that labour is employed on Daywork, calculated at the basic rates entered by him in the "Schedule of Daywork Rates, Labour", together with an additional percentage payment on basic rates representing the Contractor's profit, overheads, etc., as described below: (a) The basic rates for labour shall cover all direct costs to the Contractor, including (but not limited

to) the amount of wages paid to such labour, transportation time, overtime, subsistence allowances, and any sums paid to or on behalf of such labour for social benefits in accordance with the laws of the country of the Employer.

(b) The additional percentage payment to be quoted by the Bidder to be applied to costs incurred under (a) above shall be deemed to cover the Contractor's profit on costs, superintendence, liabilities and insurances and other allowances to labour, time-keeping, clerical and office work, the use of consumable stores, water, lighting and power; the use and repair of stagings, scaffolding, workshops and stores, portable power tools, manual plant and tools, supervision by the Contractor's staff, foremen and walking gangers (other than charge hands working with the gang); and other charges incidental to the foregoing. Payments under this item shall be made in the currencies and in the proportions as stated in the Summary.

3.3 Daywork Materials The Contractor shall be entitled to payment in respect of materials used for daywork (except for materials for which the cost is included in the percentage addition to labour costs as detailed heretofore), at the basic rates entered by him in the “Schedule of Daywork Rates, Materials”, together with an additional percentage payment on the basic rates to cover overhead charges and profit, as follows: (a) The basic rates for materials shall be calculated on the basis of the invoiced price, freight,

insurance, handling expenses, damage, losses, etc., and shall provide for delivery to store for stockpiling at the Site. The basic rates shall be stated in national currency, but payment will be made in the currency or currencies expended upon presentation of supporting documentation.

(b) The additional percentage payment to be quoted by the Bidder to be applied to costs incurred under (a) above shall be deemed to cover the Contractor's profit on costs, superintendence, liabilities and insurances and other charges incidental to the foregoing. Payments under this item shall be made in the currencies and in the proportions as stated in the Summary.

3.4 Daywork Plant The Contractor shall be entitled to payments in respect of Contractor’s Plant already on Site and employed on daywork at the basic rental rates entered by him in the “Schedule of Daywork Rates, Plant”. Said rates shall be deemed to include due and complete allowance for depreciation, interest, indemnity, insurance, repairs, maintenance, supplies, fuel, lubricants, other consumables, all overhead, profit and administrative costs related to the use of such plant. The cost of drivers, operators, and assistants will be paid for separately as described under the section on Daywork Labour. In calculating the payment due to the Contractor for Contractor’s Plant employed on daywork, only the actual number of working hours will be eligible for payment, except that where applicable and agreed with the Engineer, the travelling time from the part of the Site where the Contractor’s Plant was located when ordered by the Engineer to be employed on daywork and the time for return journey thereto shall be included for payment. Payments under this item shall be made in the currencies and in the proportions as stated in the Summary.



ADDIS ABABA - ADAMA ROAD PROJECT,

SUMMARY

BILL AMOUNTNO. (ETB)

1 GENERAL

2 SITE CLEARANCE

3 DRAINAGE

4 EARTHWORKS

5 SUB-BASE, ROADBASE AND GRAVEL WEARING COURSE

6 BITUMINOUS SURFACINGS AND ROAD BASES

7 RIGID PAVEMENTS

8 STRUCTURES

9 ANCILLARY WORKS

11 LIGHTING

12 TOLL PLAZA

13 SCHEDULE OF DAYWORKS

(A) Sub total of Bills

(B) Total for Daywork inculded in Subtotal of Bills (Provisional Sum)

287,500,000.00

(D) Add Provisional Sum for Contingency Allowance (10% of A-B-C)

(E) Bid Price (A+D) (Carried forward to Form of Bid)

DESCRIPION

(C) Specified Provisional Sums inculded in subtotal of bills

Percent of Total Works (%)

a. All Provisional Sums are to be expended in whole or in part at the direction and discretion of the Engineer in accordance with Sub-Clause 13.50 and 13.60 of Part I of the Conditions of Contract.

Date: …………………………. Bidder’s Representative’s Name & Title: ………………… Signature:……………….. Company Seal


Ethiopian Roads Authority Section VIII – Bill of Quantity BILL 1 GENERAL

Description Unit Quantity Rate Amount (ETB)

1200 GENERAL REQUIREMENT AND PROVISIONS12.01 Provision of educational materials, posters, leaflets, pamphlets and brochures during the

Construction Period and Defects Liability Periodmth 60

12.02 Voluntary counseling and Testing services and for treatment of opportunistic infections with the nearest Governmental and Non Governmental health institutions

mth 60

12.03 Providing at least 100 condoms per year for each members of the construction staff and host community

mth 60

12.04 Providing care and support/ nutritional supplement/ for each worker (200 Br/month) living with HIV/AIDS (rate shall inculde all workers living with HIV/AIDS)

mth 60

12.05 Fees inculding subsistence allowance, accommodation and office for a Sociologist, a Nurse and an Animator

mth 60

1400 OFFICE, LABORATORY, ACCOMMODATION, TRASPORTATION AND FACILITIES FOR THE ENGINEER

14.01 Office building complete as specified including furniture m2 95514.02 Laboratory building complete as specified including furniture m2 30014.03 Items measured and paid for by the lump sum

(i) Office equipment LS(ii) Laboratory equipment LS

14.04 Services(a) Fixed Costs LS(b) Maintenance & Services for Offices & Laboratories mth 44

14.05 Vehicle for Engineer and his staff(a) Vehicle Type A No. 29(b) Vehicle Type B No. 42

14.06 Provision of driver, fuel and lubricants and the servicing, maintenance, insurance and repair of vehicle for the Engineer and his staff

(a) Fuel,service and maintain vehicle, vehicle Type A Veh.-mth 1276(b) Fuel,service and maintain vehicle, vehicle Type B Veh.-mth 1848(c) Fuel,service and maintain vehicle addition to or deduction from 4500km for any vehicle in

any one calender month, vehicle Type Akm 382,800

(d) Fuel,service and maintain vehicle addition to or deduction from 4500km for any vehicle in any one calender month, vehicle Type B

km 604,800

14.08 Additional Office and laboratory equipment and testing ordered by the Engineer

(a) Additional Equipment PS 200,000.00(b) Allow percentage on-cost to invoiced amounts for equipment supplied under Item 14.08(a) % 200,000

(c) Laboratory testing to be carried out in external laboratory as ordered by the Engineer PS 100,000.00(d) Allow percentage on-cost to invoiced amounts for additional testing under item 14.08 (c) % 100,000

14.09 Building,Apartment, House Type, complete as specified, including fixtures(a) Type A housing No. 8(b) Type B housing No. 22(c) Type C housing No. 52(d) Type D housing No. 2(e) Type E housing No. 4

14.13 Maintenance and services for residential accommodations(a) Maintenance and services for Type A Housing mth 352(b) Maintenance and services for Type B Housing mth 968(c) Maintenance and services for Type C Housing mth 2288(d) Maintenance and services for Type D Housing mth 88(e) Maintenance and services for Type E Housing mth 176

Sub total carried forwardBILL 1 GENERAL (Continued)

Item Number



Description Unit Quantity Rate Amount (ETB)Sub total carried forward

14.14 Temporary facilities of the Engineer(i) Office fully fitted, furnished and equipped including all services mth 4(ii) Laboratory fully fitted, furnished and equipped including all services mth 4(iii) Housing Accommodation fully fitted, furnished and equipped including all services

Type A housing mth 32Type B housing mth 80Type C housing mth 96

(iv) Vehicles including all operating costsType A mth 64Type B mth 96

(v) Surveying equipment (Total Station and Level with all accessories, labour, assistances as specified in the contract and order by the Engineer)

mth 16

14.15 Radio communication (a) Provide and install radio system LS(b) Maintain radio system mth 44

14.16 Survey equipment (a) Provide survey equipment LS(b) Maintain survey equipment mth 44

14.17 Satellite receiver with dish and accessories(a) Satellite receiver with dish and accessories No. 21(b) Monthly fee PS 800,000.00(c) Contractor’s administration costs on item 14.17 (b) % 800,000 160,000.00

1500 TRAFFIC MANAGEMENT15.01 Accommodating Traffic LS

TOTAL FOR BILL No. 1 : GENERAL

Item Number


Ethiopian Roads Authority Section VIII – Bill of Quantity BILL 2 SITE CLEARANCE


2100 Clearing and Grubbing

21.01 Clearing and grubbing ha 841.0021.02 Removal of large trees

(a) Girth exceeding 1m up to and including 2m No. 4021.05 Removal and disposal of termite nest m3 600

22..01 Demolish existing Structure

(b) i Demolish existing box culvert barrel m 36

ii Demolish existing slab culvert barrel m 36

(c) Demolish existing culvert inlet and outlet m3 54

22.02 Dismantle roadside furniture etc and set aside to store or Reuse

(b) Paved areas m2 1000

(k) Concrete post No. 10

22.03 Excavate to locate existing utility m3 500

TOTAL FOR BILL No. 2 : SITE CLEARANCE

Item Number



BILL 3 DRAINAGE


3100 Drains

31.01 Excavation for open drains(a) Excavating soft material to any depth m3 563,630.00(b) Excavating hard material to any depth m3 48,500.00

31.02 Clearing and shaping existing open drains m3 400.0031.16 Backfilling existing eroded side drains and other eroded areas m3 50.0031.20 Backfilling of abandoned water courses m3 104,060.0031.21 Re-profilling of existing water courses m3 12,000.00

31.05 Banks and dykes m3 2,000.00

3200 Culverts and Appurtenant Structures

32.01 Excavation(a) Excavation in soft material to any depth below surface level m3 34,990.00(b) EO item 32.01 (a) for excavation in hard material irrespective of depth m3 3,250.00

32.02 Backfilling(a) Using the excavated material m3 25,980.00(b) Using imported selected material m3 6,545.00

32.03 Concrete pipe culverts (i) On class A bedding

(a) 900mm dia m 1,630.00(b) 1060mm dia m 422.00(c) 1220mm dia m 111.00(d) 1370mm dia m 247.00

(ii) On class B bedding(a) 900mm dia m 6,225.00(b) 1060mm dia m 1,026.00(c) 1220mm dia m 998.00(d) 1370mm dia m 2,752.00(e) 300mm dia m 3586(f) 450mm dia m 1603

(v) With class E Concrete surround(a) 900mm dia m 1,056.00(b) 1060mm dia m 47.00(c) 1220mm dia m 354.00(d) 1370mm dia m 397.00

32.05 Metal and Other Pipe Culverts(c) Steel Pipe Culvert (dia. 200mm) m3 1219

32.07 Cast in situ concrete and formwork (a) Concrete including formwork

(i) Class 25/20 concrete in Class A bedding and encasing of pipes m3 1,286.00(ii) Class 15/20 concrete in blinding, screeds m3 256.00

(f) Mass concrete headwall (Class 25/20 concrete) including formwork m3 57

32.12 Removing existing structures(a) Plain concrete m3 50(b) Reinforced concrete m3 100(c) Grouted or ungrouted stone masonry wall m3 80(d) Removing and stacking existing prefabricated culverts m 10

32.2 Service Ducts(a) Ordinary pipe (300mm plain concrete with concrete surround) m 5,400(b) Split pipe (200mm PVC with concrete surround) m 1,000

32.21 Duct marker blocks (Class 20/25 concrete) No. 80

32.22 Reinforced Concrete for utility duct chamber and cover m3 330

Sub total carried forwardBILL 3 DRAINAGE (Continued)

Item Number




Sub total brought forward

3300 Kerbing, channelling, open chutes, down pipes, and concrete linings of open drains

33.01 Kerbing(a) (i) Precast Concrete Half batter kerbing (Type HB) m 89,204

(ii) Precast Concrete Bull noised kerbing (Type BN) m 135(iii) Precast Concrete Transition kerbs (Type HB-BN) No. 110(iv) Precast Concrete Quadrant (Type HB) No. 400(v) Stone Kerbing (Type A) No. 2,810(vi) Stone Kerbing (Type B) No. 1,000

33.03 Chutes(c) Grouted masonry chute uniform section as per drawing m 1,560.00

33.05 Inlet, Outlet, transition and similar structures (typical)(a) Concrete chute (Inlet, Outlet, transition and similar) No. 100.00(b) Masonry chute (Inlet, Outlet, transition and similar) No. 5

33.07 Trimming of excavation for concrete - lined open drains(a) In soft material m2 54,776(b) In hard material m2 2,739

33.08 Concrete lining for open drains(a) Cast in-situ concrete lining (Class 25/20 ) m3 8,216.46

33.16 (a) Concrete median drain and cover m 33650

33.17 Median Barrier(i) Median Barrier Type I (normal section) m 77,771.00(ii) Median Barrier Type II (Half barrier at bridges) m 1,450.00(iii) Median Barrier Type III (Removal barrier at Emergency cross-overs) m 300.00

33.18 Extra-over item 33.17 for special median barrier units(i) EO item 33.17 for Special Median Barrier at Lighting Pole (transition section A) No. 724.00(ii) EO item 33.17 for Special Terminal Section B Median Barrier No. 1,448.00(iii) EO item 33.17 for Special Median Barrier Section C at Bridge No. 232.00(iv) EO item 33.17 for Special Median Barrier Section D at Bridge No. 232.00(v) EO item 33.17 for Special Median Barrier Section E at Emergency cross-over No. 20.00

33.19 Masonry Paving m2 2,400.00

3400 Pitching, Stonework, and Erosion Protection

34.01 (a) Plain stone pitching-Methode 1 m2 300(b) Grouted stone pitching

(i) Grouted stone pitching at culverts m2 2,067(ii) Grouted stone pitching for side ditches m2 268,300(iii) Grouted stone pitching outlets for channel m2 6,126(iv) Grouted stone pitching at bridges m2 27,101

34.02 Riprap(a) Packed riprap (Table 3404/1) m3 5,460.00(b) Dumped riprap (Table 3404/1) m3 25,000.00(e) Special riprap infill m3 5,512.00

34.03 Stone masonry walls(b) Cement mortared stone walls (1:3 mortar ratio) m3 1,312.00(c) Filter material m3 14,695.46

34.04 Concrete pitching(a) Cast in situ concrete pitching (Class 20/20 concrete) m2 1,313.00

TOTAL FOR BILL No. 3 : DRAINAGE

Item Number



BILL 4 EARTHWORKS


4100 Preparation of Road Bed and Protection of Earthworks

41.01 Removal of unsuitable material m3 739,685

41.03 Roadbed preparation and the compaction of material(b) Compaction to 93% of modified AASHTO density m3 60,000

41.04 In situ treatment of roadbed (a) In situ treatment by ripping m3 28,400(b) In situ treatment by blasting m3 17,700

41.07 Filling for adjustment of existing ground profile m3 600,070

4200 Roadway and Borrow Excavation

42.01 Cut and Borrow to fill

(a) Cut from roadway to fill of nominal layer thickness 200mm(i) Compaction to 90% modified AASHTO density m3 9,830,379(ii) Compaction to 93% modified AASHTO density m3 984,585

(b) Borrow to fill of nominal layer thickness 200mm(i) Compaction to 90% modified AASHTO density m3 3,926,869(ii) Compaction to 93% modified AASHTO density m3 393,305

(c) Rock fill m3 46,000

42.02 Extra over item 42.01 for excavating and breaking down material in(a) Hard excavation m3 50,000

42.03 Cut to spoil material obtained from (a) Soft excavation m3 10,000(b) Hard excavation m3 4,000

44.05 Preloading of high embankement m3 115,500

TOTAL FOR BILL No. 4 : EARTHWORKS

Item Number



BILL 5 SUB-BASE AND ROADBASE


5100 Subbases

51.01 Sub-base layer constructed from gravel or crushed stone:

(a1) Sub-base layer between 75mm and 150mm thick compacted to

(i) 95% of modified AASHTO density m3 2,071,710

5200 Road Bases

52.01 Base layer construction(b) (ii) Crushed stone base compacted to 98% of modified AASHTO density,layer thickness as

shown on the drawingm3 868,336

53.01 Excavating and removing existing bitumionous material(b) Material to be disposed of with average depth of excavation

(i) Upto 30mm m2 6,625(ii) Exceeding 30mm but not excedding 60mm m2 6,625(iii) Exceeding 60mm m2 13,250

TOTAL FOR BILL No. 5 : SUB-BASE AND ROADBASE

Item Number



BILL 6 BITUMINOUS SURFACINGS AND ROAD BASES


6100 Bituminous Prime coat

61.01 (a) MC-30 Prime coat l 4,298,421

61.01 (c) MC-250 Prime coat l 1,118,010

61.02 Variations in binder content of Prime Coat l/m2 1,116,850

6200 Tack coat

62.01 (a) RC-70 cutback bitumen l 1,119,608

6300B Single Surface Treatments

63B.01 Single seal surface treatment using Grade 1 chippings and 60/70 bitumen binder(b) 13.2mm chippings with 60/70 penetration grade bitumen m2 177,925

63B.02 Variations in the rate of application of bituminous binder(a) 60/70 penetration grade bitumen l 11,888

63B.03 Variations in the rate of application of chippings(b) 13.2mm aggregate m3 170

6300C Double Surface Treatments

63C.01 Double seal surface treatment using Grade 1 chippings and 60/70 bitumen binder(a) 19.0mm and 9.5mm chippings with 60/70 penetration grade bitumen m2 772,977

63C.02 Variations in the rate of application of bituminous binder(a) 60/70 penetration grade bitumen l 30,919.08(b) 30% spray -grade cationic emulsion l 77,298.00

63C.03 Variations in the rate of application of chippings(a) 19.0mm aggregate m3 1,004.87(c) 9.5mm aggregate m3 4,637.86

63C.04 Application of Fog spray l 541,084.00

6400 Bituminous Road Bases and Surfacing

64.01 Asphaltic Roadbase(a) Dense Bituminous Macadam Binder course; Continuously graded, 150 mm thick, with

60/70 penetration grade bitumen, 37.5 mm nominal aggregate sizem3 378,783

64.02 Asphaltic Surfacing(a) Asphalt concrete surfacing course; Continuously graded,Coarse grading, 50 mm thick,

Asphalt concrete surface course with 60/70 penetration grade bitumenm3 188,522

64.05 Binder variation in respect of decrease or increase in Bit. Binder of DBM and AC from that specified in the nominal mix proportion

(a) 60/70 penetration grade bitumen ton 61

TOTAL FOR BILL No. 6 : BITUMINOUS SURFACING AND ROADBASE

Item Number



BILL 7 RIGID PAVEMENTS


7100 RIGID (CONCRETE) PAVEMENT

71.01 Concrete trial pavement

(b) Manual Construction m2 300

71.02 Concrete pavement 200mm thick m2 1,50071.04 Texturing and curing the concrete pavement

(a) Burlap-dragged and grooved texture m2 1,500

(b) Curing m2 1,50071.05 Variation in the rate of application of the curing compound l 7571.07 (a) 100mm cores drilled from the pavement No. 2271.08 Steel Reinforcement in concrete pavement

(b) High tensile steel bars ton 871.12 Recompaction of underlying pavement layers of gravel m3 225

TOTAL FOR BILL No. 7 : RIGID PAVEMENT

Item Number


Ethiopian Roads Authority Section VIII – Bill of Quantity BILL 8.0 STRUCTURES : BRIDGES, CULVERTS & MISCELLANEOUS STRUCTURES


8100 Foundations for Structures81.011 Site Investigations

(a) Establishment at Site and Setting-up(i) Mobilization of Establishment on site Item(ii) Moving between sites (including erecting & dismantling etc) No. 41(iii) Demobilization from site on completion including cleaning up Item

(b) Boring and Drilling(iv) Bored holes 0m to 10m m 123(v) Bored holes exceeding 10m and up to 20m m(vi) Bored holes exceeding 20m and up to 30m m(vii) Bored holes exceeding 30m and up to 40m m(viii) Drilled holes 0m to 10m m 100(ix) Drilled holes exceeding 10m and up to 20m m 100(x) Drilled holes exceeding 20m and up to 30m m(xi) Drilled holes exceeding 30m and up to 40m m

(c) Breaking out (i) Extra-over Items 81.01(b)(iv) to (xi) for breaking out hard strata or m 50

(d) Trial pits (i) Trial pit in soil down to 2m depth m3 321(ii) Trial pit in soil between 2m and 4m depth m3 161(iii) Trial pit in soil over 4m depth m3(iv) Extra-over Bill Items 81.01(d)(i)(ii) for trial pit in hard material m3 20

(e) Sampling(i) Small disturbed sample from borehole No.(ii) Bulk disturbed sample from trial pit No.(iii) Undisturbed sample from borehole No. 378(iv) Undisturbed sample from trial pit No.(v) Groundwater sample from borehole No.(vi) Groundwater sample from trial pit No.(vii) Rotary core barrel sample (rock) No. 50

(f) Insitu testing(i) Standard Penetration Test (SPT) No. 41(ii) Dynamic Cone Penetration Test (DCP) No. 107(iii) Insitu Density Test No. 282(iv) Rebound Hammer Test No. 16

(g) Laboratory testing(i) Natural moisture content, density and specific gravity No. 360(ii) Grain size analysis No. 360(iii) Atterberg limits No. 360(iv) Consolidation test No. 50(v) Free swell test No.(vi) Compressive strength (rock core) including dry density, specific gravity & No.(vii) Soluble sulphate and chloride contents plus pH values of soil No.(viii) Organic Content of soil and Water No.(ix) Unconfined compressive strength test No. 360

(h) Reporting(i) Factual and interpretative reports Item

(i) Additional site investigation(i) Additional site investigation PS 4,000,000.00

Sub total carried forwardBILL 8 STRUCTURES (Continued)

Item Number




81.02 Excavation: (a) Excavating material within the following successive depth ranges

(i) 0m up to 2.0m m3 107,976.54(ii) Exceeding 2.0m and up to 4.0m m3 101,839.28(iii) Extra in increment of 1 meter m3 10,000.00

(b) EO item 81.02 (a) for hard excavation irrespective of depth m3 95,675.34

81.05 Backfill to excavations utilising: (a) Material from the excavation m3 139,467.81(b) Imported material m3 180,530.72

81.09 Foundation fill (a) Rock fill m3 8,566.50(c) Compacted granular fill m3 89,690.34

Piling work of bridges

81.16 Establishment on site for piling LS

81.17 Moving to, and setting up the equipment at each position for installing the piles

No. 1,742

81.18 Augered or bored holes for piles with a diameter of 0.60 to 0.80m through material situated within the following successive depth ranges:

(a) Augered holes1 0 m to 10 m m 16,5002 Exceeding 10 m and up to 20 m m 16,040

81.19 Driving the temporary casing for driven displacement piling systems for forming holes for piles with a diameter of 0.60 to 0.80m through material situated within the following successive depth ranges:

(a) 0 m to 10 m m 16,500(b) Exceeding 10 m and up to 20 m m 16,040

81.22 Extra over item 81.18, irrespective of depth, to form augered and bored pile holes through identified obstructions consisting of:

(a) Coarse gravel m 3,484

(b) Boulders m 4,355

(c) Rock formation m [Rate Only]

81.31 Steel reinforcement in cast in situ piles:

(a) Mild steel bars (Grade 300) ton 292.09

(b) High yield stress steel bars (Grade 420) ton 1,133.62

81.32 Cast in situ concrete, Class 30/25 in piles, under reams, bulbous bases and sockets

m3 12,819.40

81.33 Extra over item 81.32 for concrete cast under water m3 [Rate Only]

81.52 Load tests on working piles (compression/ tension test, 800mm diameter, 1.5 times working load)

No. 87

81.53 Integrity test on pile No. 1,742

81.54 Load Test of Test pile (compression/ tension test, 600mm to 800mm diameter, 1.5 times working load)

No. 24


Item Number




8200 Falsework, Formwork, and Concrete Finishes 82.01 Formwork

(a) Formwork inclined 85o to 90o to the horizontal to provide class F1 finish (i) Permanently buried faces m2 17085.91

(b) Formwork inclined 0o to 5o to the horizontal to provide class F1 finish to(i) Soffit of culvert top slab m2 62560.42

(c) Formwork inclined 85o to 90o to the horizontal to provide class F2 finish (i) Edge faces of deck slab m2 12092.57(ii) exposed faces of abutments and side walls m2 83423.88(iii) pier columns m2 13990.00

(d) Formwork inclined 5o to 85o to provide class F2 finish to(i) Soffit of concrete deck cantilever m2 13766.59

(e) Formwork inclined 0o to 5o to the horizontal to provide class F2 finish to(i) Soffit of concrete deck slab m2 6727.62

(f) Formwork inclined as required to the horizontal to provide class F2 finish to(iv) Faces of bridge deck barriers m2

82.02 Permanent formwork to bridge deck soffits m2 16739.24

82.03 (a) Voids in bridge decks(i) To form voids in bridge decks (diameter 600mm) m 2904.25(ii) To form voids in bridge decks (diameter 900mm) m 9024.24(iii) To form voids in bridge decks (diameter 1200mm) m 1348.00

8300 Steel Reinforcement for Structures

83.01 Steel reinforcement for structures(a) Mild steel bars (Grade 300) ton 4461.45(b) High yield stress steel bars (Grade 420) ton 6998.56

8400 Concrete for Structures

84.01 (a) Cast in situ concrete(i) Class 35/20 concrete in all box structures m3 51,226.39(ii) Class 30/20 in all insitu superstructure, abutment caps and abutments, walls

and footing pads (allowable bearing capacity < 500N/m2 )m3 120090.89

(iii) Class 20/20 concrete in footing pads (allowable bearing capacity > 1000N/m2 )

m3 11482.63

(iv) Class 15/40 concrete in blinding m3 24,452.86

84.02 Manufacturing pre-cast concrete members(i) 20m span No. 12(ii) 28m span No. 72(iii) 30m span No. 162

84.03 Transporting and erecting pre-cast concrete members(i) 20m span No. 12(ii) 28m span No. 72(iii) 30m span No. 162


Item Number




84.05 Demolishing existing structures(a) Plain concrete m3 10.00(b) Reinforced concrete m3 20.00(c) Grouted or ungrouted stone masonry m3 50.00

84.06 Approach slab for bridges of Class 30/25 Concrete(i) Approach slab for New bridges of Class 30/25 Concrete m3 1,559.01

8700 Bridge Bearings etc.

87.03 Supply and installation of Bearings(i) Span from 10m to 15m No. 10(ii) Span from 16m to 20m No. 46(iii) Span from 21m to 36m No. 899

87.07 Providing and constructing reinforced concrete crash barrier in Class 30/25 Concrete inculding reinforcement

m 10,386.00

87.13 (a) (i) Installation of Expansion joint, including 20mm compressible joint filler board

m 2,670.44

87.19 Drainage pipes (a) Provide 100mm dia. uPVC drainage pipes for interchanges m 31.20(b) Provide 100mm dia. uPVC drainage pipes other than interchanges m 1,244.20(c) Provide 100mm dia. uPVC Service ducts in sidewalks m 15,533.57

6400 Bituminous Surfacing

64.02 Asphaltic Surfacing on bridge deck

(a) (iii) Asphalt concrete surfacing course on bridge deck; Continuously graded,Coarse grading, 50 mm thick, with 60/70 penetration grade bitumen

m3 2,302.57

8900 Stone Masonry Structures

89.01 (b) (i) Class A cement mortared stone masonry walls (1:3 mortar ratio) for Bridges m3 283,783.27

(b) (ii) Class B cement mortared stone masonry walls (1:3 mortar ratio) for Culverts and and other miscellaneous structures

m3 120,946.96

8900A Mechanically Stablized Earth Wall

89A.01 Design of mechanically stablized earth wall by specialist Item89A.02 Main Contractor's Overhead and profit bill item 89A.01 %89A.03 Construction of mechanically stablized earth wall by specialist m2 1,620.0089A.04 Main Contractor's Overhead and profit bill item 89A.03 %89A.05 Mechanically stablized earth wall capping / coping units m 23589A.06 Pedestrain restraint system of the reinforced earth wall capping unit m 235

TOTAL FOR BILL No. 8: STRUCTURES

Item Number



BILL 9 ANCILLARY WORKS


9100 Gabions

91.01 Foundation trench excavation and backfilling in all classes of material other than rock(a) Excavation m3 23,825.00(b) Backfilling m3 76,240.00

91.03 (a) Galvanized gabion boxes, 80 x 100 mesh size (i) 1 x 1 x 0.50 m3 77,500.00(ii) 2 x 1 x 1 m3 77,500.00

(b) Galvanized gabion mattresses 80 x 100 mesh size(i) 4 x 3 x 0.3 m3 8,400.00(ii) 5 x 2 x 0.3 m3 8,400.00

(c) PVC Coated gabion boxes, 80 x 100 mesh size (i) 1 x 1 x 0.50 m3 9,600.00

(d) PVC coated gabion mattresses 80 x 100 mesh size(i) 4 x 3 x 0.3 m3 9,200.00

91.04 Filter fabric (Table 9102/4) m2 34,175.46

9200 Delineators, Markers and Kilometer Posts

92.01 Flexible Permanent Marker Post(a) Flexible Permanent Motorway Ground Mounted Verge Distance marker No. 320.00(b) Flexible Permanent Slip Road Ground Mounted Verge Distance marker No. 175.00

92.02 (a) Concrete Permanent Ground Mounted Verge Distance Marker No. 1,024.00(b) Concrete Permanent Ground Mounted Verge Delineator No. 1,024.00

9300 Guardrails

93.01 Galvanized guardrails on steel posts, complete m 31,640.00

Sub total brought forwardBILL 9 ANCILLARY WORKS (Continued)

Item Number




Sub total brought forward9400 Road Signs

94.01 Standard Road Signs with painted background. Symbols, lettering and borders in Engineering grade retro-reflective material with signboard constructed from 2mm thick aluminum. (includes excavation, concreting (Class 25/20), sign supports and backfilling)

(a) Warning and Regulatory Signs(i) Area not exceeding 2m2 m2 150(ii) Area exceeding 2m2 m2 660

(b) Direction and information Signs(i) Area exceeding 2m2 m2 4815

9500 Road Traffic Markings and Road Studs

95.01 (a) Center line and Edge Marking with White thermoplastic road marking paint(i) 100 mm wide continuous line km 8(ii) 100 mm wide broken line km 26(iii) 150 mm wide broken line km 93(iv) 200 mm wide continuous line km 321(v) 200 mm wide broken line km 11(vi) 400 mm wide continuous line km 4.5

(b) Edge Marking with Yellow thermoplastic road marking paint for link roads(i) 100 mm wide continuous line km 139

(c) Lettering, symbols, traverse lines, painted islands and arrested markings (White or Yellow colour as directed by the Engineer)

m2 170

95.02 Variation in rates of application of road marking(a) White or yellow thermoplastic road marking material l/m2 3600(b) White or yellow Road marking paint l/m2 600(c) Rectro-reflecting glass beads Kg/m2 8000

95.03 Permanent Road Studs (a) (i) Single reflecting road stud (White) No. 17,784.00

(ii) Single reflecting road stud (Red) No. 1,626.00(iii) Single reflecting road stud (Amber) No. 8,964.00(iv) Single reflecting road stud (Green) No. 1,218.00

9600 Landscaping and Grassing

96.03 Grassing(a) Grassing includes preparation of grassing area with top soiling, stockpiling of top soil, and

providing and applying chemical fertilizers, seeding, and planting the grass cutting, all completeha 13.53

96.04 Planting of Trees (Neem tree(Azadirachta indica)) Bosellia papyrifera,Acacia seyal and/or other approved local trees) by the road side in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, all complete

No. 3,440.00

9800 FENCING98.01 (a) Timber Post and 5 Rail Fence m 151,000

(b) Chain link and Concrete Post Fence (1.8m) m 49,000(c) Pedestrian Restraint Barrier, Type I m 1,100.00(d) Pedestrian Restraint Barrier, Type II m 350.00(e) Timber Noise Barrier up to 2m high m(f) Timber Noise Barrier over 2m up to 3m high m(g) Timber Noise Barrier over 3m up to 4m high m 6,000.00

98.02 New gate(a) Single Leaf 3m Timber Gate No. 36(b) Single Leaf 3m Chain Link Gate No. 2

98.07 Animal Grid(a) Animal Grid Expressway Type No. 6(b) Animal Grid Linkroad Type No. 22(c) Animal Grid Ramp Type No. 13

9900 FOOTPATH (FOOTWAY) PAVING99.01 Footpath Paving cast- in situ grade 20 concrete m2 126,71499.02 Footpath foundation m3 43,968

TOTAL FOR BILL No. 9: ANCILLARY WORKS

Item Number


Ethiopian Roads Authority Section VIII – Bill of Quantity BILL 11 LIGHTING

Item Number Description Unit Quantity Rate Amount (ETB)

1100A ROAD LIGHTING COLUMNS , BRACKETS & LANTERNS

11A.01 15 metre folded sheet steel lighting column with twin arm 0.25 metre bracket at 5° uplift. No. 75711A.02 15 metre folded sheet steel lighting column with single arm 1.0 metre bracket at 5° uplift. No. 14711A.03 12 metre folded sheet steel lighting column with post top mounted spigot. No. 1,94311A.04 12 metre folded sheet steel flange based lighting column with post top mounted spigot. No. 1611A.05 5 metre folded sheet steel mid hinged lighting column with post top mounted spigot. No. 1811A.06 Urbis Sapphire 3. 250 watt SON-T lantern complete with 55lux mini-photocell.

(Type:SPH3/FG/1289/105/-45/892241)No. 197

11A.07 Urbis Sapphire 3. 250 watt SON-T lantern complete with 55lux mini-photocell. (Type:SPH3/FG/1399/120/-53/942318)

No. 1,762

11A.08 Urbis Sapphire 3. 400 watt SON-T lantern complete with 55lux mini-photocell. (Type:SPH3/FG/1399/113/-43/263871)

No. 1,661

1100B ELECTRICAL WORK FOR ROAD LIGHTING

11B.09 1300mm x 1500mm x 450mm pre-wired Feeder pillar with sub-main isolators. No. 6911B.10 1300mm x 1500mm x 450mm pre-wired Feeder pillar with 12 way distribution board. No. 3011B.11 610mm x 460mm x 150mm single door pre-wired feeder pillar complete with pre-wired subway

lighting control unit.No. 15

11B.12 25mm 3 core MDPE/PVC/SWA/XLPE cable. m 53,30011B.13 16mm 3 core MDPE/PVC/SWA/XLPE cable. m 5,35011B.14 70mm 4 core MDPE/PVC/SWA/XLPE cable. m 102,50411B.15 95mm 4 core MDPE/PVC/SWA/XLPE cable. m 10,30011B.16 1 way cut-out in lighting column. No. 2,28611B.17 2 way cut-out in lighting column. No. 59511B.18 Urbis Sapphire 3. 150 watt SON-T lantern complete with 55lux mini-photocell.

(Type:SPH3/FG/1289/085/-50/273371)No. 18

1100C LIGHTING DUCTS

11C.19 600mm x 600mm service duct chambers complete with D400 grade Lid. No. 26211C.20 1 x 100mm orange street lighting duct. m 24,01111C.21 2 x 100mm orange street lighting duct. m 1,12211C.22 3 x 100mm orange street lighting duct. m 22511C.23 2 x 100mm orange street lighting duct to be laid in carriageway. m 43411C.24 3 x 100mm orange street lighting duct to be laid in carriageway. m 32511C.25 4 x 100mm orange street lighting duct to be laid in carriageway. m 3011C.26 1 x 150mm orange street lighting duct to be laid in central reserve. m 41,54011C.27 2 x 150mm orange street lighting duct to be laid in carriageway. m 1,12011C.28 3 x 150mm orange street lighting duct to be laid in carriageway. m 9311C.29 4 x 150mm orange street lighting duct to be laid in carriageway. m 7611C.30 5 x 150mm orange street lighting duct to be laid in carriageway. m 226

1100D DESIGN AND PROVISION OF LIGHTING AT OVERBRIDGES AND PEDESTRAIN AND VEHICULAR UNDERPASSES

11D.31 Cornice Underpass Lighting Unit. No. 75011D.32 Cornice Infill Panel. No. 75011D.33 Breach joint on 70mm 4 core MDPE/PVC/SWA/XLPE cable with 16mm 3 core

MDPE/PVC/SWA/XLPE cable.No. 1,980

11D.34 Solar Power sourcing for Underpasses and beneath Roundabout interchange bridges PS 2,400,000TOTAL FOR BILL No. 11 : LIGHTING


Ethiopian Roads Authority Section VIII – Bill of Quantity BILL 12 TOLL PLAZA


12.01 Toll Plaza PS 280,000,000

TOTAL FOR BILL No. 12 : TOLL PLAZA 280,000,000.00



BILL 13 DAYWORKS


13.1 LABOUR13.1(a) Unskilled Labour hr 1192013.1(b) Skilled Labour hr 795013.1(c) Driver Heavy hr 795013.1(d) Driver Light hr 398013.1(e) Operator I Class hr 398013.1(f) Operator II Class hr 3980

13.1(g) Foreman hr 199013.1(h) Mason hr 318013.1(i) Carpenter hr 318013.1(j) Surveyor hr 2000

Sub-total (13.1)13.2 MATERIAL

13.2(a) Portland cement on site ton 40013.2(a) Reinforcing steel on site ton 20013.2(c) Fuel ton 16013.2(d) Bitumen MC-30 ton 20013.2(e) Bitumen 80/100, 150/200 ton 20013.2(f) Aggregates m3 7,950

13.2(g) Gabbion box m3 80013.2(h) Gabbion mattress m2 40013.2(i) Filter fabric m2 40013.2(j) Rock fill m3 3,975

Sub-total (13.2)

13.3 EQUIPMENT13.3(a) Dozer (Cat D8R) hr 3,18013.3(b) Track Loader I (Cat 953C) hr 1,59013.3(c) Track Loader II (Cat 973) hr 40013.3(d) Grader (Cat 14G) hr 3,18013.3(e) Loader (Cat 980G) hr 40013.3(f) Back Hoe/Excavator hr 800

13.3(g) Excavator (Cat 225) hr 1,20013.3(h) Steel Roller 10/12 t hr 80013.3(i) Pneumatic Roller 12 t hr 40013.3(j) Vibrating Roller 12 t hr 40013.3(k) Dump Truck hr 2,38513.3(l) Water Tanker 6,000 lt hr 800

13.3(m) Air Compressor hr 80013.3(n) Generator 15 Kw hr 20013.3(o) Generator 150 Kw hr 40013.3(p) Concrete Vibrator hr 20013.3(q) Vibroplate hr 20013.3(r) Concrete Mixer 15 HP 0.5m3 hr 800

Sub-total (13.3)

Pay Item Description Unit Quantity Rate Sum

13.1 Labour

13.2 Material

13.3 Equipment

Add administrative cost & profit

TOTAL FOR BILL NO 13 : DAYWORKS

SUMMARY FOR BILL NO. 13. DAYWORKS



SUMMARY OF SPECIFIED PROVISIONAL SUMS

Bill No. Description Amount

(ETB)1 14.08 (a) Additional office and laboratory equipment ordered by the Engineer 200,000.00

1 14.08 (c) Laboratory testing (additional testing) to be carried out at external (commercial) laboratory 100,000.00

1 14.17 (b) Monthly prescription and maintenance of Satellite receiver with dish and accessories 800,000.00

8 81.011 (i) Additional site investigation of Bridges 4,000,000.00

11 11D.34 Solar Power sourcing for Underpasses and beneath Roundabout interchange bridges 2,400,000.00

1212.010 Toll Plaza 280,000,000.00

287,500,000.00Carried forward to Grand summary

Item No.



Bill Nos Division Description Amount ETB

1200 General Requirements and Provisions

1300 Contractor's Establishement on site

1400Accommodation, Services, and Attendance for the Engineer's Staff

1500 Traffic Management

Total Bill No. 1. Carried forward to grand summary

2100 Clearing and Grubbing

2200Demolition, removal, disposal or storage of existing structures and installations


3100 Drains

3200 Culverts and appurtenants structures3300 Kerbing, channeling, open chutes, down pipes, and concrete linings for open drains

3400 Pitching, stonework and erosion protection


4100 Preparation of road bed and protection of earthwork

4200 Road way and Borrow excavation

Bill No. 4. Carried forward to grand summary

5100 Sub bases

5200 Road Bases

Bill No. 5. Carried forward to grand summary

6100 Prime coat

6200 Tack coat

6300B Single Surface Treatments

6300C Double Surface Treatments

6400 Bituminous road bases and surfacing

Total Bill No. 6. Carried forward to grand summaryBill No.7 7100 Rigid (concrete) pavement


8100 Foundations for Structures

8200 False work, formwork and concrete finish

8300 Steel reinforcement for structures

8400 Concrete for structures

8700 Bridge Bearing etc.

8900 Stone masonry structues

8900A Mechanically Stablized Earth Wall

Total Bill No. 8 Carried forward to grand summary

9100 Gabions

9200 Delineators, Markers and Kilometer posts

9300 Guard rails

9400 Road signs

9500 Road traffic markings and road studs

9600 Landscape Grassing and Planting of trees

9800 Fencing

9900 Footpath (footway) pavingTotal Bill No. 9. Carried forward to grand summary

Bill No. 11 1100A Road Lighting Columns , Brackets and Lantern1100B Electrical Work for Road Lighting 1100C Lighting Ducts1100D Design and provision of Lighting at overbridges and pedestrain and vehcular underpassesTotal Bill No. 11. Carried forward to grand summary

Bill No. 12 Toll PlazaTotal Bill No. 12. Carried forward to grand summary

Bill No. 13 Daywork ratesTotal Bill No. 13. Carried forward to grand summary

Bill No. 9

Bill No. 8

Bill No. 1

SUMMARY OF BILLS

Bill No. 6

Contract Name: ADDIS ABABA - ADAMA ROAD PROJECT

Bill No. 2

Bill No. 3

Bill No. 4

Bill No. 5
