Invitation to Tender for Construction of elevated water tanks and water kiosks in Buubi village in Jariban District

  • Buubi
  • Applications have closed

World Vision

INVITATION TO BID (ITB)
Vendor/Company Name : ______________________________________________________ Date : __29_/12/2021

 

Cell phone :….

 

Date:29 December 2021 No. of pages including this page:
Tender title:  BOQ for the Construction of elevated water tanks and water kiosks  in Buubi Ref no:  WVSFY22/73

 Manner of Submission:

Closing deadline: time: 4.00 pm date:  18th  January, 2022

 Important:

Offers transmitted in any other manner than those indicated above will not be considered.

Requirements:

World Vision Somalia Program Office invites qualified and reputable Contractors with proven experience in provision of Construction works for elevated water tanks, kiosks, and to make an offer based upon the conditions stated in this invitation to tender for the following Items:

The supplies shall include but not limited to:

Summary BoQ for elevated water tanks and kiosks in Bubi Village.

Your offer should clearly indicate:

  1. Unit price
  2. Price should be net after deduction.
  3. Confirmed delivery schedule.
  4. Validity of the offer.
  5. Detailed specification (if different from the stipulated specification).
  6. Detailed Work plan for the activity.

Information to bidders:

  1. Currency of offer should preferably be in US Dollars, but in case local currency is offered, the comparison of offers will be based on the prevailing rate of exchange.
  2. World Vision does not undertake to pay by letter of credit (LOC) or in advance of work completion.
  3. World Vision reserves the right to accept the whole or part of your offer.
  4. World vision Somalia reserves the right to accept or reject any application (bid), and is not bound to give reasons for its decisions. Canvassing or giving false information will lead to automatic disqualification.
  5. Attach your company profile with the invitation letter,
  6. Your quotation letter should be separate page/s from world vision international Somalia ITB/RFQ.
  7. The supplier/Contractor must obtain Registrations and clearance letter, signed and stamped from respective Authorities of Puntland state.
  8. ALL quotations/bids must be submitted by hard copy to World Vision office in Garowe and dropped to the tender box at the main gate on/before the deadline on 18th  January 2022 at 4:00pm.

 EVALUATION CRITERIA

  1. Mandatory requirements – Failure to submit the mandatory documents will lead to disqualification.
  2. Provide a certified copy of a certificate of business registration, certificate of incorporation, a business license from the ministry of commerce ( should be valid)
  3. Provide a certified copy of tax registration, tax clearance certificates from the ministry of finance
  • Provide valid registration from Puntland national tender board
  1. Provide valid registration from Ministry of public works and transport
  2. Valid registration from any local Government in Puntland
  3. Provide information on ownership structure (Name of directors of the company / Owner)
  • Provide references from previous customers for similar works

Eligibility

Bids become eligible and will be opened only if the bids had been received before the bid closing date and time.

  • Detailed company profile with organizational Structure
  1. Site Visit Clearance by WV or it’s designee
  2. Work schedule (Detailed work schedule) with clear timelines on Project completion times and dates
  3. Three (3) years’ experience in similar works (attach current and previous contracts/LPOs)- past experiences (specifically in Puntalnd state Somalia) in Construction similar to the structure that has been bid for (including details of the project such as Client, Client Contact, value of the project, start and completion dates), Certification from Clients on satisfactory completion of the works (if any);
  • Certified/stamped financial bank statements for the past 3-6 months and should show enough balance to undertake the constructions and also demonstrate a sound transaction track record.
  • Indication of the validity of the bid.
  • Fully Priced BOQ
  1. Technical Evaluation Documents:
  2. Detailed work plan with activity specification for each Site.
  3. Labour distribution plan (skilled unskilled) during the construction period
  4. CV of the Engineer (s) and technical team who would be supervising the construction works.
  5. Details of vehicles and machinery owned by the company

Equipment Form-Fill the form below for the equipment required for the work

Type of Equipment*
Equipment Information Name of manufacturer Model and power rating
Capacity* Year of manufacture*
Current Status Current location
Details of current commitments
Source Indicate source of the equipment

          o Owned  o Rented  o Leased   o Specially manufactured

Cost

All pages and corrections should be counter signed (if any);

Please acknowledge this tender and indicate your interest to bid.

Thank you and regards.

`

Construction of 40 cubic meter  reservoir tanks and water kiosks In Garacad

2.24   40 cubic meter reservoir tanks    
  ELEVATED WATER TANK CAPACITY 40 CUM (4x4x2.5)m
Item   Description Unit QTY Unit Cost in USD Total Cost in USD
    A. SUBSTRUCTURES        
1   earthwork
1.1 Allow clearing the site from any debris, trees, roots, etc. Fill hollows and level them. M2 17.64
1.2 Excavate the Footing trench of Column foundation 1.5m width x 1.5m length, 1.2m depth. 4nos. M3 10.8
1.3 Plain concrete in a 10 cm thick blinding layer (1:4:8 mix) under the column foundation footings. M3 0.9
1.4 Return, backfill, level, and ram part of the excavated soil around the foundation. M3 1
2   Concrete Work
2.1 Reinforced concrete footings (1:2:4 mix) (1.5×1.5×1) M3 3.6
2.2 Formwork to sides of footings M2 9.6
2.3 High tensile mild steel reinforcement bars 14 mm diameter in footings KG 304.92
    B. SUPERSTRUCTURE    
3   Concrete work
3.1 Construct RCC Columns   of  400mm square columns with mix ratio 1:2:4 M3 6.4
3.2 High tensile mild steel reinforcement bars 16 mm diameter in Columns The columns shall be reinforced with 4T16mm & 4T 12mm steel bars. There shall be 4 columns of 5.0m high. KG 505.6
3.3 High tensile mild steel reinforcement linking bars 8 mm diameter in Columns each with Y8 links  spaced at 200mm KG 142.2
3.4 Formwork to sides of Columns M2 80
3.5 Construct RCC beam of 450mmx250mm for ground and middle beam and 250mmx 600mm for slab bearing beam with mix ratio 1:2:4.  Each with Y8 links spaced at 250mm. The beam shall cover a length of 48m. M3 8.1
3.6 High tensile mild steel reinforcement bars 16 mm diameter in Beams KG 933.12
3.7 High tensile mild steel reinforcement linking bars 8 mm diameter in Columns each with Y8 links  spaced at 200mm KG 205
3.8 Formwork to sides and soffits of beams M2 80
3.9 Construct RCC slabs 20cm thick as a bottom. concrete mix 1:2:3 M3 3.528
4.0 High tensile mild steel reinforcement bars 12 mm diameter in slabs KG 323.96
4.1 Formwork of bottom slab M2 17.64
4.2 Construct RCC slabs of 20cm thick as a bottom. concrete mix 1:2:3 M3 2.646
4.3 High tensile mild steel reinforcement bars 12 mm diameter in slabs KG 323.96
4.4 Formwork of top slab M2 17.64
4.5 Construct RCC Wall of 20cm thick, (2.5m high) reinforced concrete mix 1:2:4 M3 8.4
4.6 High tensile mild steel reinforcement bars 12 mm diameter in side walls KG 1031.67
4.7 Formwork of sides RCC Wall of 20cm thick, (2.5m high) reinforced concrete mix 1:2:4 M2 82
5.0    Finishing and Providing  ladder
5.1 Apply two coats for plastering in cement -sand mortar of 1:3 to all elevation column, beams, and slab (waterproof cement should be used inside plastering ) M2 82
5.2 Apply to spray paint of cement+ gross paint for outside wall faces of the tank wall, beams, and columns M2 94
5.3 Supply  and fix  fabricated steel ladder (4mm thick steel S  (8m height) NO 1
A   Sub-total ( Elevated tank)      
       
    B) Pipeline works and Water point    
1.1 Provide and  Install Inlet and out G.I pipe Class B  diameter 2″  for an elevated new tank  (elbow, T connections 2″) Lumsum 1
1.2 Supply and fix high pressurized PVC pipes diameter 2″ from the elevated new water tank to water Point (Kiosk) including fittings (elbow, T connections 2″) M 500
1.3 Excavation of trench for the pipe from the well from tank to kiosk. (0.5m deep) and returning excavated soil. M 500
1.4 Construct Reinforced concrete Water point of 2.2mx1.2mx1m with 3 taps on each side. The size of the taps should be 1inch. With drainage soak pit, including painting of the wall & visibility on them. No 3
B   Sub-total pipeline & Water point      
    C) Chain-link Fence ( perimeter = 45m)        
1.1 FENCE: Construct 45m Chain-link fence, 2m height, with welded supporting Circular GI pipe Class B 1.5″, 2m above GL, 1m Under GL, including Plain Concrete footings, and Lockable double gate Made of angle section frame and weld mesh, 2m wide and 2m height, Supporting 100mm Dia tube post at mainframe and paint. M 44.4  
1.2 Visibility attache two sides of the elevated tank and two sides of water kiosks Lumsum 1  
C   Total cost of  Fence (camel)    
  Grant total (A+B+C)    
Total

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Designs

Jariiban water kiosks-Model

A3Jariiban-Model