1.Objet New(Additif)

Within the frame-work of the 2020 Public Investment Budget (PIB 2020), the Contracting Authority (Lord Mayor)for Wum Council, hereby representing the State of Cameroon, launches an Open National Invitation to tender under CONDITIONS OF EMERGENCY for the Rehabilitation of some Streets in Wum Town. Wum Sub Division, Menchum Division North West Region.

2.Consistance des prestations New(Additif)

The works subject of this invitation to tender shall require the Rehabilitation of some Streets in Wum Town. Wum Sub Division, Menchum Division, North West Region. The works and service required are found in the detail description mentioned in the respective bills of quantities and cost estimates.

3.Cout Prévisionnel New(Additif)

The estimated cost of the operations (tasks) following feasibility studies stands as specified in the table below:-

Lot

Works

Locality

Estimated Cost

1

Rehabilitation of some Streets in Wum Town

Wum Sub Division, Menchum Division North West Region

50,000,000

FCFA

4.Allotissement New(Additif)

Elementary tasks

The main tasks to be carried out shall include the following:

- Preliminary works

- Cleaning of site

- Excavation

- Supply of materials and construction of structures

- Grading and widening of road

- Creation of side ditches

- Backfilling with laterite

- Cambering and compaction

Reference documents

In the study and execution of the Jobbing Order, the successful bidder shall comply with the following:

- Statutory and regulatory instruments (laws, ordinances, decrees, orders)

- Unified technical documents (requirements, special conditions, designing rules)

- French norms approved by ARNOR

- Security rules and norms relating to public protection

- Agreements, technical opinion and recommendations of the CSTB applicable to works relating to this invitation to tender in force on the date of signature of this Jobbing Order.

To carry out the general control of works, the Project Engineer and the other administrations involved in the follow-up of the project may make regular or unexpected visits to the site.

The description of estimates is intended to spell out the technical requirements for a proper execution of the construction works.

The Contractor shall strictly comply with the description of estimates in keeping with rules and norms

DETAIL DESCRIPTION OF WORKS

R1

STRETCH: GHIEDZE JUNCTION – JOPACC Length=800m Width=5.00m

The works subject of this invitation to tender shall be in one lot defined with specifications as in the table below:-

PK START	PK END	SIDE	DIAGNOSIS/OBSERVATION	INTERVENTION
PK 0+000 PK 0+000	PK 0+800	CH	-JOPACC Junction -Existing RC crossing with 4 broken slabs -Degraded road surface	-Replace slabs 4m length -Grade and widen road, -create side ditches to control drainage -Backfill with normal laterite (thickness =10cm), compact and camber.
PK 0+000	PK 0+014	L	-Existing masonry gutter	-Clean gutter 14m
PK 0+000	PK 0+022	R	-Existing masonry gutter	-Clean gutter 22m
PK 0+014	PK 0+64	L	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 0+151	PK 0+231	L	-Existing masonry gutter	-Clean gutter 80m
PK 0+159	PK 0+231	R	-Existing masonry gutter	-Clean gutter 72m
PK 0+189		R	-Broken gutter	-repair gutter 10m
PK 0+231		L	-Broken gutter	-repair gutter 9m
PK 0+267	PK 0+317	R	-Existing masonry gutter	-Clean gutter 50m
PK 0+317		CH	-Absence of crossing to Waindo Palace	-Place RC slabs on stone gutter 5m
PK 0+370		L	-Broken gutter	-repair gutter 5m
PK 0+370		R	-Broken gutter	-repair gutter 3m
PK 0+391		CH	-Existing RC Bridge too low
PK 0+424	PK 0+502	R	-Existing masonry retaining wall	-increase height of wall to 75cm to level up with culvert head
PK 0+434		CH	-Existing D80 metallic culvert non functional
PK 0+522		L	-absence of offshoot	-provide offshoot
PK 0+535		R	-absence of offshoot	-provide offshoot
PK 0+522	PK 0+600	L	-Absence of drainage structures (gutter)	-Construct masonry V-gutters 29m
PK 0+535	PK 0+595	R	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 0+600	PK 0+700	R	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 0+800			-JOPACC Gate

R2 STRETCH: LAKE NYOS HOTEL – KESU ROUNDABOUT Length=465m + 60m = 525m Width=5.00m
PK START	PK END	SIDE	DIAGNOSIS/OBSERVATION	INTERVENTION
PK 0+000 PK 0+000	PK 0+465	CH	-Existing stone gutter with RC slabs for crossing 7m -Broken gutter -Degraded road surface	-Demolish and Construct a RC Box crossing 7m and add 4 slabs(2m) -create side ditches to control drainage -Backfill with normal laterite (thickness =10cm), compact and camber
PK 0+000	PK 0+173	L/R	-Existing masonry gutter	-Clean gutter 173x2=346ml
PK 0+067		L/R	-Absence of crossing	-Conctruct RC slabs on masonry gutter to provide crossings 5m on both sides (10m)
PK 0+089	PK 0+100	L	-Broken gutter	-repair gutter 11m
PK 0+113		L/R	-Broken gutter	-repair gutter 5m
PK 0+131		L/R	-Broken gutter	-repair gutter 4m
PK 0+142		L	-Broken gutter	-repair gutter 2m
PK 0+173		R	-Broken gutter	-repair gutter 3m
PK 0+196	PK 0+246	L	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 0+355		CH	-Low point on stretch	-Need to construct a culvert
PK 0+465		CH	-Kesu Roundabout
PK 0+465	PK 0+495	R	-Need to extend works to the right	-Extend works by 30m(backfilling/compaction)
PK 0+495	PK 0+525	L	-Need to extend works to the left	-Extend works by 30m(backfilling/compaction)

R3 STRETCH: MORNING STAR HOTEL – CBC – STADIUM STRETCH Length=385m Width=5.00m
PK START	PK END	SIDE	DIAGNOSIS/OBSERVATION	INTERVENTION
PK 0+000 PK 0+000	PK 0+385	CH	-Morning star Junction -Degraded road surface	-Light grading -create side ditches to control drainage -Backfill with normal laterite (thickness =10cm), compact/ camber
PK 0+020	PK 0+070	R	-Absence of drainage structures (gutter)	-Construct masonry V-gutters 25m
PK 0+020	PK 0+064	L	-Absence of drainage structures (gutter)	-Construct masonry V-gutters 25m
PK 0+064	PK 0+083	L	-Existing masonry gutter too deep	-Backfill to take normal depth
PK 0+083	PK 0+127	L	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 0+323		CH	-Need for a drainage structure to drain water from left to right	-Construct a RC Box to control drainage 6m.
PK 0+323	PK 0+385	L/R	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 0+330		L	-Tree narrowing the road	-Fell tree and dig up storm
PK 0+337		L	-Tree storm	-Dig up storm
PK 0+385		CH	-Intersection to Stadium, Holy Trinity and CBC -End of stretch.

R4 STRETCH: MBA – TIAFENI – HOLY TRINITY Length=1673m Width=5.00m
PK START	PK END	SIDE	DIAGNOSIS/OBSERVATION	INTERVENTION
PK 0+000 PK 0+000	PK 1+673	CH	-MBA Junction -absence of crossing at MBA Junction -Degraded road surface	-Construct a RC Box to control drainage 6m. -Light Grading and widening of road, -create side ditches to control drainage -Backfill with normal laterite (thickness =10cm), compact and camber.
PK 0+000	PK 0+030	R	-Absence of drainage structures (gutter)	-Construct masonry V-gutters 30m
PK 0+055		L	-Electricity pole	-Avoid pole
PK 0+065		L	-Presence of tree narrowing road	-Fell tree and dig up storm
PK 0+111		L	-Presence of tree narrowing road	-Fell tree and dig up storm
PK 0+227		CH	-Low point on stretch	-Construct a RC Box to control drainage 6m.
PK 0+261		L	-Presence of tree narrowing road	-Fell tree and dig up storm
PK 0+322		L	-Presence of tree narrowing road	-Fell tree and dig up storm
PK 0+633	PK 0+653	CH	-Existing pavement	-Maintain existing state as such
PK 0+715		L	-Presence of tree narrowing road	-Fell tree and dig up storm
PK 0+739		L	-Presence of tree narrowing road	-Fell tree and dig up storm
PK 0+7910		CH	-Intersection to Ardo Mama -Narrow road at intersection to Ardo Mama 16m	-Grade and open up road 5m and clear junction 120m2
PK 1+066	PK 1+117	L	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 1+118	PK 1+124	L	-Absence of crossing	-Construct a RC Box with slabs to provide crossing 6m
PK 1+126		CH	-Absence of drainage structure to drain water from left to right	-Construct a RC Box to control drainage 9m.
PK 1+276	PK 1+278	L	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 1+316		CH	-Intersection to the Dos Office -Absence of drainage structure to drain water from right to left	-Construct a RC Box with slabs to provide crossing 6m
PK 1+332		CH	-Existing Box culvert 5.4m -Road surface very low	-Functional -Need to backfill 30cm to level up with Box culvert.
PK 1+577		L	-Electricity pole Narrowing road to 4m (double pilon)	-Avoid pole
PK 1+673		CH	-Intersection at Holy Trinity -Need to extend existing gutter by 6m from the right and 7m from the left -Absence of crossing	-Construct Masonry V-gutters 6m R and 7m L -Construct a RC Box with slabs to provide crossing 9m

R5 STRETCH: TIAFENI JUNCTION – D.Os OFFICE - PRISON Length=721m Width=5.00m
PK 0+000 PK 0+000	PK 0+662	CH	-Intersection at Tiafeni, Dos Office, Holy Trinity. -Degraded road surface	-Light grading -create side ditches to control drainage -Backfill with normal laterite (thickness =10cm), compact/ camber
PK 0+000	PK 0+022	L/R	-Absence of drainage structures (gutter)	-Construct masonry V-gutters 44m
PK 0+148		CH	-Existing Bridge
PK 0+157	PK 0+197	L	-Absence of drainage structures (gutter)	-Construct masonry V-gutters 40m
PK 0+179	PK 0+190	R	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 0+190	PK 0+196	R	-Absence of crossing	-Construct a RC Box with slabs to provide crossing 6m
PK 0+196	PK 0+221	R	-Absence of drainage structures (gutter)	-Create V-earth ditches to drain water
PK 0+565		CH	-Dos Residence
PK 0+662		CH R	-Absence of drainage structure to drain water from Left to Right -Need for offshoot to drain water	-Construct a RC Box with slabs to provide crossing 6m -Create offshoot to drain water
PK 0+721		CH	-Intersection to Dos Residence, to Bafmeng, to Wum town.	-End of stretch

R6 STRETCH: ZONGHOKWO JUNCTION-THROUGH ZONGHOKWO PALACE-MAGHA PALACE MAGHA JUNCTION Length=800m Width=5.00m
PK 0+000 PK 0+000	PK 0+662	CH	-Zonghokwo Junction -RC Box crossing -Presence of gullies on road -Degraded road surface	-Light grading -create side ditches to control drainage -Backfill with normal laterite (thickness =10cm), compact/ camber
PK 0+005	PK 0+010	L	-Broken gutter	-repair gutter 5m
PK 0+000	PK 0+058	R	-Existing gutters	-Clean gutter
PK 0+005	PK 0+080	L	-Existing gutters	-Clean gutter
PK 0+465		L	-Risk zone 15m from the road axis (land slide)
PK 0+567		R	-Magha palace
PK 0+594		R	-Broken gutters	-repair gutter 15m
PK 0+688		L	-Broken gutters	-repair gutter 15m
PK 0+800		CH	-Magha Junction	-End of stretch

Lot	Works	Locality
1	Rehabilitation of some Streets in Wum Town	Wum Sub Division, Menchum Division North West Region

5.Participation et origine New(Additif)

Participation in this invitation to tender is open to all registered and qualified companies or groups of companies based in the Republic of Cameroon with the required technical and professional expertise in the domainof earth roads maintenance accompanied by the necessary financial capability.

6.Financement New(Additif)

Works which form the subject of this invitation to tender shall be financed as per the programmed budget head of the 2020 Public Investment Budget (PIB 2020) of the Republic of Cameroon as specified in the table below:-

Lot

Ministry

Project Owner

Works

Provisional Amount

Vote of charge N°

Expenditure authorization N°

1

MINHDU

Rehabilitation of some Streets in Wum Town

Wum Sub Division, Menchum Division North West Region

50,000,000 FCFA

5438 498 01 641662 2250

IVO5816

7.Consultation du Dossier New(Additif)

The Tender documents may be consulted immediately after publication of this invitation to tender from the Services of the Contracting Authority (Service in charge of the contracts award) during working hours at the Wum council premises .

8.Acquisition du Dossier New(Additif)

The Tender documents shall be obtained immediately after publication of this invitation to tender from the Services of the Contracting Authority during working hours at the Wum Council Premises. The document shall be obtained upon presentation of a Treasury receipt showing the payment of a non-refundable sum of One Hundred thousand (100,000) francs CFA from Wum Council treasury.

9.Remises des offres New(Additif)

Each bid written in English or French shall be signed by the bidder or by a duly authorized Representative and presented in seven (07) copies that is one (01) original and six (06) copies labelled as such. These shall be submitted in one sealed external envelope containing three (3) envelopes, that is, Envelope A: Administrative Documents, Envelope B: Technical documents and Envelope C: Financial Documents. It shall reach the Wum council in the service in charge of contract award not later than 23/04/2020 at 12 pm; local time. The sealed external envelope shall be free of all identification marks, failing which it shall be rejected.

The sealed external envelope addressed to the Contracting Authority shall bear the following inscriptions:

OPEN NATIONAL INVITATION TO TENDER

UNDER EMERGENCY PROCEDURE

N^{O 04}/ONIT/MINDDEVEL/NWR/MCH/WC/WCITB/2020 OF 25/03/2020 FOR THE REHABILITATION OF SOME STREETS IN WUM TOWN. WUM SUB DIVISION, MENCHUM DIVISION NORTH WEST REGION

(To be opened only during the bids opening session of the Tenders Board)

10.Delai de Livraison New(Additif)

The maximum execution deadline provided for by the Project Owner for the execution of the works subject of this tender shall be ninety calendar days (three months) with effect from date of notification of the Service Order to start execution

11.Cautionnement Provisoire New(Additif)

Each bidder shall enclose in his administrative documents a bid bond issued directly in the bidder’s name by a first rate bank approved by the Ministry in charge of Finance and that shall respect the model in this tender file featuring on the list in document 12 of the tender file and valid for ninety (90) days beyond the original date of the validity of the offers.

Lot

Works

Locality

Estimated Cost

Bid Bond

Tender Fee

1

Rehabilitation of some Streets in Wum Town.

Wum Sub Division, Menchum Division North West Region.

50,000,000

FCFA

1,000,000

FCFA

100,000

FCFA

12.Recevabilité des Offres New(Additif)

Under risk of being rejected, administrative documents must be produced in originals or true copies certified by the issuing services of the required administrative documents (Examples: Taxation Officials, Bank Officials, etc.) or by Administrative Authorities as the case may be (Example: SDO, DO etc) and must imperatively be produced in accordance with the Special Tender Regulations. They must obligatorily not be older than three (03) months or must not be produced after the submission of the tender file. Double certification shall not be accepted. Any bid that shall not be in conformity with the prescriptions of this notice and tender file shall be declared null and void, especially bids containing a bid bond not issued directly in the bidder’s name by a first rate bank approved by the Ministry in charge of Finance.

The bid bond which shall only be released by the Contracting Authority shall be released for unsuccessful bidders not later than thirty (30) days after the period of bid validity. For the successful bidder to whom the contract will be awarded, the bid bond shall be returned to the contractor by the Contracting Authority once the final bond has been provided.

Bidders shall remain committed to their offers for a period of ninety (90) days from the last date for the submission of tenders, that is, the tenders shall be valid for 90 (ninety) days with effect from their submission deadline.

NB: The contractor shall, present the originals of the respective certified documents for strict verification of their authenticity during site installation.

13.Ouverture des Plis New(Additif)

Bids shall be opened by the Tenders Board in a single phase on the 23/04/2020 at 1 pm local time in the conference hall of the Wum Council Premises. Only bidders or their authorized representatives having a perfect knowledge of the file may attend the bid opening session. Note should be taken that in case of any ambiguities or differences during opening, only the original shall be considered authentic, that is, any bid which shall not comply with the requirements of the tender file shall be rejected.

a) Stage I shall involve:

i) Opening of envelopes containing Administrative documents to appraise the validity, authenticity and completeness of files.

NB: Envelopes containing technical documents shall not be opened for bidders earlier eliminated because of defaults in administrative document(s).

ii) Opening of envelopes containing technical documents to appraise and evaluate technical proposals

NB: Any bids which shall not obtain 75% score in the technical evaluation shall simply be eliminated.

b) Stage II Opening of financial offers to appraise proposed amount for the project.

NB: Bidders whose offers when calculated for verification and found to be more than the provisional amount of the project shall simply be eliminated.

14.Critères d'évaluation New(Additif)

EVALUATION CRITERIA:

Tender conformity shall be evaluated as per the following:

A) Eliminatory Criteria.

- Offers (bids) submitted after the deadline or time limit;

- Bids submitted in unsealed external envelopes.

- External envelopes with identification marks or inscriptions,

- Absence of original or properly certified administrative document or documents certified more than one time,

- Absence of bid bond or bid bond not issued directly in bidder’s name by a first rate bank approved by the Ministry in charge of Finance

NB: Bid bond for a group of enterprises must bear the name of mandated enterprise with the names of the other enterprises mentioned as well.

- Administrative documents more than 3months old;

- False declaration or forged documents ;

- Senior Technician in Civil Engineering of the company having less than three (03) years of experience in earth road maintenance.

- Civil Engineering Technician having less than five (05) years of working experience in earth road maintenance.

- Technical evaluation mark less than 75% (non-respect of 75% of the essential criteria);

- Execution period longer than prescribed

- Absence of quantified unit price (omission of a unit price in the financial bid);

- Financial offer more than the provisional amount of the project.

B) Essential Criteria They are primordial or key modalities in the judgment of the technical and financial capacity of candidates to execute the tasks forming the subject of the invitation to tender. They were determined in relation to the nature and content of the tasks to be executed. Hence in the evaluation of:-

(i) Technical documents, it shall be the binary method (YES or NO) based on the following distribution of points:

CRITERA	POINTS
GENERAL PRESENTATION OF THE BIDS	6
EXPERIENCE OF THE COMPANY	9
QUALITY OF PERSONNEL AND MANAGEMENT OF THE COMPANY	9
TECHNICAL EQUIPMENT	5
METHODOLOGY FOR THE EXECUTION OF WORKS	11
TOTAL	40

NB:

-Any Bid that shall not obtain 75% evaluation in the technical documents shall simply be rejected.

-Details of these main qualification criteria are specified in the evaluation grid found in the Special Tender Regulations (RPAO).

(ii) Financial Offer, it shall consist of going through the bill of quantities in reference to the unit price schedule and the sub detail of unit prices.

15.Attribution New(Additif)

The contract shall be awarded to the lowest bidder who must have fulfilled the administrative, technical and financial requirements.

16.Durée Validité des Offres New(Additif)

Bidders shall remain committed to their offers for ninety (90) days from the deadline set for the submission of tenders (offers).

17.Renseignements Complémentaires New(Additif)

COMPLEMENTARY INFORMATION:

Additional information may be obtained during working hours from the Service for the Contracts Award at Wum council.

AMENDMENT TO THE INVITATION TO TENDER:

The Contracting Authority may at any time, amend this invitation to tender. Delays caused by such amendments shall also be considered in the period given to bidders to submit their bids.

The Contracting Authority may at any time, amend this invitation to tender. He shall publish the amendments and communicate same to companies that bought the tenders file. Delays caused by such amendments shall also be considered in the period given to bidders to submit their bids.