MANDATORY TENDER INSTRUCTIONS

Transcription

1 MANDATORY TENDER INSTRUCTIONS TENDER NO. TENDER DESCRIPTION LOCATION KCO/03/07/FY19 WATER PIPELINE INSTALLATION OF MLANGO B- DANICHA PRIMARY WATER PROJECT IN GANZE SUB COUNTY. KILIFI Plan International Kenya invites tenders from approved and reputable Contractors for the above works within Kilifi County. Eligible bidders should attach valid documentations and be able to meet the following mandatory requirements:- 1. Must be a registered company (Attach Certificate of Incorporation) 2. The Contractor must be registered with National Construction Authority (NCA) and possess registration documents in the specialist category of building/ Water works NCA 5 or higher (Attach documentation). 3. KRA VAT, PIN registered and current/valid Tax compliance Certificates (Attach documentations) 4. Attach details of similar or relevant works completed within the last 3 years giving details of clients who may be contacted for more information. (Attach a minimum of 5 completion certificates) 5. Technical capability to include: a) List of relevant equipment's owned/hired and skilled staff (Site agents, masons, plumbers etc), give details and provide proof of the same. (Attach certified copies of certificates of ownerships, purchase receipts, sale agreements or lease agreements and certified copies of certificates, membership to professional bodies for staff) b) Provide a list of clients and references to which the company has done similar works (attach certified copies of references letters addressed to Plan International) c) Physical facilities: provide details of physical address and contacts (Attach business permit/cr8 form) d) Organizational structure 6. Sound Financial standing (Attach bank statements for the last 6 months). Liquid assets and/or credit facilities, net of other contractual commitments and exclusive of any advance payments which may be made under the Contract, of not less than KSh. 10,000, Programme of works showing contractor's proposed schedule of undertaking the construction. 8. Confirm ability to raise 10% of contract sum as Performance Bond valid for the period of the contract if awarded the contract. (Attach letter from the bank addressed to Plan International referencing the said tender) 9. A consistent history of litigation or arbitration awards for the Applicant or any partner of a Joint Venture may result in disqualification. Joint Ventures are not permitted for this project. However, subcontracting will be allowed, at the discretion of the Employer 10. Must visit the site and show evidence of the visit through a signed confirmation letter from the school. (Attach signed letter) (This is a MUST)

2 Completed Tender documents in plain sealed envelopes clearly showing the Tender No. and Description should be addressed to: Plan International Kenya, Methodist Center Ministries, P O Box Nairobi. and delivered to the Tender Box at the reception of Plan International Kenya, Methodist Ministries Center, Block C 2 nd Floor or Kilifi Offices (Off Mombasa Malindi Road, Next to Kilifi Bridge) on or before 1 st August 2018 at Am. Tender prices must remain valid for 90 days from the date of tender closing. Plan International Kenya reserves the right to accept or reject any bid and is not bound to give reasons for its decision.

3 BILL OF QUANTITIES FOR WATER PIPELINE INSTALLATION OF MLANGO B-DANICHA PRY. WATER PROJECT IN GANZE SUB COUNTY, KILIFI COUNTY ITEM DESCRIPTIONS QTY UNIT RATE COST 1 PRELIMANARIES 1.1 Allow for mobilization L/S L/S 1.2 Provide for signboards and project branding L/S L/S 1.3 Provide for supervision of the project L/S L/S 1.4 Provide for M& E of the project L/S L/S 1.5 Allow for survey and design L/S L/S 1.6 Allow for compensation L/S 2 BUSH CLEARING AND EARTHWORKS Bush clearing along pipeline 150mm - 300mm wide Excavate pipe trench 600mm wide by 600mm deep LM 2,700 LM 2, Backfilling and compaction LM 2,700 3 PIPELINE PLUMBING WORKS 3.1 Provide lay and fit DN 50mm UPVC Pipe in trenches depth 1m-2m pcs " Sluice Valve pcs " flanges pcs Bolts pcs " Vj Couplings pcs ' GI Pipe pcs 2

4 3.7 2"Non- Return Valve pcs 1 4 AIR VALVE AND FITTINGS 4.0 1" Air Valve pcs " Gate valve pcs " Nipples pcs G.I Tee 2"x1" pcs " Valve Sockets pcs 4 5 Washout and Fittings 5.0 1" Washout pcs "G.i tee pcs " Nipples pcs " Gate valve pcs " Valve Sockets pcs 8 6 Offtake Fittings 6.0 G.I Tee 3/4" pc /4" Nipples pcs /4" G.1 Union pcs "G.I Bend 90 pcs Tangit glue kg " Valve Sockets pc "Gate Valve pc " Master Meter pcs Allow for meter connection no "G.I Bend 90 pcs 4 2

5 2"x3/4" Reducing Socket pc 1 7 TANK PLUMBING WORKS 7.0 Gutters pcs Clips pcs "Ball valve pcs " G.I sockets pcs " G.I Unions pcs " G.I elbow pcs " G.I Nipples pcs " Gate valve pcs "Tank Connector pcs " Tank Connector pcs "x1" Reducing Sockets pcs " PPR Pipe PN 20 pcs "x¾" Reducing Sockets pcs Thread Seal pcs Tangit glue gram " G.I Back nuts pcs /4" Bib Tap Peglar pcs " G.I Tee pcs 2 8 CIVIL WORKS 8.0 Construct valve chambers size 1200X1000 depth not exceeding 1500, plastered and complete with chamber cover (R.C- 1:2:4) NO Precast and erect mark posts size 150mm X 100mm, along the pipeline as NO 16 3

6 directed by the engineer on site Construct standard kiosk with 5m 3 overhead plastic tank installed with all appendances as per BOQ for 1 no. 2600mmx2600mm water kiosk EXCAVATIONS AND EARTHWORKS (Hand and Simple tools excavation) Allow for general site clearance Item Sum Excavate oversite to remove vegetable soil average 150mm deep to attain reduced levels Excavate from reduced level to a solid foundation of depth not less than 1.5 meters; cart away from site surplus excavation spoil away from site Approved hard core bed hand packed, in 150mm thick layers well-watered and compacted below floor slab, for making up levels mm quarry dust/ murram blinding to hard core surface, well rolled and levelled to receive concrete mm gauge polythene sheeting with sides and end laps as described laid on blinded surface. m 2 20 m 3 10 m 3 3 m 2 6 m CONCRETE AND REINFORCEMENT WORKS mm thick blinding concrete (1:3:6) to strip footing and column bases. m Place and compact Concrete 200mm grade 20 (1:2:4) in Strip footing and column bases Place and compact 100mm thick ground floor slab concrete grade 20 (1:2:4). Allow for the required formwork Place and compact 150mm thick fetching area slab concrete grade 20 (1:2:4). Allow for the required formwork and textured floor finish and drainage groves. m m 3 1 m 3 1 4

7 8.3.5 Place and compact 150mm thick roof slab concrete grade 20 (1:2:4). Allow for the required formwork Prepare and place concrete grade 20 in Beams Prepare and place concrete grade 20 in columns Place and compact concrete grade 20 (1:2:4) in window sill. Allow for the required formwork Place and compact concrete grade 20 (1:2:4) in fetching bay. Allow for the required formwork Supply and place No. A142 fabric mesh reinforcement in floor slab. Allow for 300mm overlaps Supply bend and place as specified in the drawings, 10mm square twisted high tensile bars in foundations. Include for the binding wire and stirrups Supply bend and place as specified in the drawings, 12mm square twisted high tensile bars in columns. Include for the binding wire and stirrups. m m m 3 1 m m 3 1 m 2 10 KG 60 KG Ditto but 8mm diameter round bars. KG Supply bend and place as specified in the drawings, 12mm square twisted high tensile bars in beams. Include for the binding wire and stirrups. KG Ditto but 8mm diameter round bars. KG Supply bend and place as specified in the drawings, 10mm square twisted high tensile bars in roof slab. Include for the binding wire and stirrups Supply bend and place as specified in the drawings, 10mm square twisted high tensile bars in window sill. Include for the binding wire and stirrups. KG 120 KG Ditto but 8mm diameter round bars. KG 4 5

8 Supply bend and place as specified in the drawings, 10mm square twisted high tensile bars in fetching bay as directed by the Engineer. Include for the binding wire and stirrups Allow for Sawn form work to sides of fetching bay walls and slab Allow for Sawn form work to soffit of roof slab. Include for props Allow for Sawn form work to columns in the sub-structure and edges of floor slab. KG 30 m 2 3 m 2 11 m Allow for Sawn form work to columns and sides of roof slab. Include for props. m Allow for Sawn form work to sides and soffits of beams. m WALLING Supply and place200mm natural stone walling in 1:3 cement and sand mortar and including reinforcing with 25mm wide hoop iron in every alternate course. Include for supply and delivery. m CARPENTRY AND JOINERY Timber shelves made of well-sawn and cured cypress of size 350x25mm secured into place with steel brackets as detailed in drawing nos. ARC1 and ARC2. m STEEL WORKS AND CASEMENTS Windows: Supply & fix purpose made 25mm thick x 1300mm long x 1200mm high steel shutter window fabricated from standard sections complete with frames, mullions and transoms including all necessary locking and window stays, screws and nuts, oxide primed before delivery to site. Include for precast concrete panel, Perspex cover, brackets etc as detailed in drawings. nr 1 6

9 8.6.2 Allow for 50x50x3mm angle section fixed and anchored in the reinforced concrete window sill to detail as in the drawings. The section shall be set in place before placement of the concrete. Fetching bay: Allow for 50x50x3mm angle section fixed and anchored in the reinforced concrete fetching bay to detail as in the drawings. The section shall be set in place before placement of the concrete. Tank security cage: Fabricate, supply, deliver and fix 1700mm x 1700mm x 2650mm high steel cage to secure water tank and shade. The steel cage should be secured into place using j-bolts inbuilt in the slab during concrete casting Doors: mm thick x 900 x2100mm high burglar proof steel door complete. Include for provision of high security padlock. Allow for painting including red oxide primer PLUMBING AND ENGINEERING INSTALLATIONS Cold water meter installation Supply, deliver and install 25mm diameter PPR PN16 pipe including jointing, coupling and fixing as detailed in the drawings. Include for all original valves, meter and all fittings and consumables and placement as shown in the drawings including pipe work into and out of the overhead tank and floater valve to manufacture specifications Supply, deliver and install 5,000-litre plastic water tank on the roof slab and in security steel cage as detailed in the drawings. Tank manufacturer to be approved by the engineer before supply Allow for connecting the new kiosk to nearby water main complete with 25mm diameter Pegler gate valve. m 3 m 19 no 1 no 1 1 item 1 item 1 item Testing and commissioning 7

10 8.7.4 Allow for testing and commissioning of the whole of water supply plumbing works. Drainage system Construct 1000mm x 1000mm x 1400mm deep soak pit as per drawing no. ARC 08. Include for 200mm thick granular fill layer and GT to detail and construction of 10m x 100mm diameter heavy duty upvc drain pipe and connection to the drainage grooves and soak pit as detailed. Include provision for excavation in normal soil. Allow for testing the drainage system FLOOR, WALL AND CEILING FINISHINGS External finishes Extra over walling for smooth chisel dressing with flush pointed vertical joints and recessed horizontal joints mm thick cement sand plaster troweled smooth to external surface of masonry wall in fetching bay, beams, columns, roof slab edges and soffit Provide and lay bituminous felt cover on the top surface including vertical faces of roof slab to fall with minimum gradient of 1.5 o. Allow for 300mm overlaps. 1 item no 2 m2 30 m2 30 m Provide and place 600mmx600mmx50mm concrete paving slabs all-round the external walls of the water kiosk Internal finishes Floors mm thick cement screed, trowelled hard and smooth Walls mm thick cement sand plaster trowelled smooth to internal wall surface and soffit of roof slab PAINTING & BRANDING Prepare and apply three coats gloss oil paint to general surfaces of metal doors, windows, sections etc nr 18 m2 5 m2 21 m2 12 8

11 8.9.2 Prepare and apply three coats of first grade silk vinyl emulsion paint to plastered external surfaces of beams, columns, roof slab edges and soffit. (No paint shall be applied on the trowelled smooth finishing of the fetching bay area) Prepare and apply three coats first grade plastic emulsion paint to plastered internal surfaces of walls Prepare and apply three coats first grade plastic emulsion paint to shelves m2 30 m2 21 m Allow for Supervision Allowances LS 9.1. yard taps no Pressure testing LM Pipeline flushing, sterilization LM 3000 SUB TOTAL Allow for 10% contingencies Add 16% VAT GRAND TOTAL 9

12 L[--]09 L[--]07 2,600 L[--]09 L[- L[--]09 L[--]07 D5 900 by 2,000 2,600 2, ,950 1, ,000 W5 NOTES GENERAL L[--]08 2,600 L[- 28gauge Dumuzaz roofing sheets on steel purlins 5000 litres water tank (Ken tank) All dimensions are in mm unless otherwise specified. Drawing are not to scalled. only figured dimensions to be used The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be clarified with the Project Architect. CONSTRUCTION All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore. All soil under slab around and under foundation to be treated for termite control. CIVIL +3,300 1 ROOF LEVEL 75mm steel pipe column All soil on cut embararkment to be stablized.the slope not to exceed 45 degree. STRUCTURAL All black cotton soil to be removed from all buildings and paved surfaces 150mm thick Rc slab For all R.C work,refer to stuctural Engineer's details. Depth of foundation to be detemined on site to S.E's aproval All walls to be reinforced with loop iron at every every alternate course. Window to approaved detail All adjacent R.C. work and masonry walls to be tied with loop iron at every alternate course. MECHANICAL All plumbing and drainage to comply with relevant local authority GROUND LOOR PLAN ±0 0 GROUND FLOOR LEVEL 150mm thick reinforced (BRC A142) concrete ground slab on 1000 gauge polythene damp roof membrane on 50mm thick murrum blinding on 300mm thick packed and compacted hardcore and treatde with Anti-termite all to S.Eng's detail and approaval SVP denotes soil vent pipe to be provided at the head of the drainage system Drains pass beneath buildings & driveways to be encased in 150mm concrete surround. The storm drain pipes to comply with BS 556 specification. All underground foul and waste drain pipes shall be upvc to comply with BS All inspection chambers covers and framing shall be cast iron. Minimum slope in the drains pipes to be 1 in 100 No chases will be allowed for pipes. Sleeves will be allowed with written approval of structural Eng's. No cutting of concrete without express approval of the Architect or structural Eng. All testing of pipes must be completed before plastering. All mechnical works must be co-odinated with electrical and any conflict must be clarified before work begin. 3,000-1,500-1 FOUNDATION LEVEL 600 2, x200mm thick reinforced concrete strip footing with Y10 main bars at 300mm centre and 3Y8 distribution bars to Structural Eng's detail and approaval PV denotes permanent ventilation ELECTRICALS All conduits must be laid before plastering REVISI0NS 08 L[--]08 L[--]09 Section L[--]08 1:50 Project Title PROPOSED WATER KIOSK 2,600 Drawing title PLANS, SECTIONS FOR WATER KIOSK. Client SCALE: DATE June, 2018 FOUNDATION PLAN SHEET NO: 08 GSPublisherEngine