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HOUSING & DEVELOPMENT BOARD

FORM OF TENDER

PART A: BUILDING WORKS AT WOODLANDS NEIGHBOURHOOD 7CONTRACT 34 (TOTAL : 194 DWELLING UNITS)

PART B: CONTINGENCY WORKS

To: Housing & Development Board, Singapore

1. Having examined and understood the Invitation to Tender (the contents ofwhich are listed in Annex A) for the execution of the above-named Works, wehereby offer to design (to the extent provided for in the Contract), execute andcomplete the Works in full compliance with the Terms, Conditions andRequirements stated in the Invitation to Tender for the Total Lump Sum of :

Dollars Refer to our Tender Amount submitted via GeBIZ

Name of authorised person

NRIC / Passport No.

Designation / Appointment

Name of Company

Tenderers Service Address

Telephone and facsimilenumbers

Contact Person(for clarifications/enquiries) (Name, Designation, telephone no. and e-mailaddress)

Page 2 of 3FORM OF TENDER (CONT'D)

FOT - Building - PQM - Consultant - Jul 2013.doc

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2. We are registered/not registered* with the Building and ConstructionAuthority under the following construction work head(s) as specified in theInvitation to Tender:

Construction Work Head Financial Category Expiry

___________________ _________________

_______________

___________________ ________________________________

3. The Total Lump Sum is final and binding on us. Notwithstanding whateverthat we have stated in our Tender Proposal (including letters submittedherewith), the Total Lump Sum shall be deemed to be net of any discountoffered by us other than through alternative offer(s).

4. In the event that there is a discrepancy between the Total Lump Sum (in the

Breakdown of Tender Lump Sum) in this Form of Tender and the TenderAmount submitted via GeBIZ (reflected in the GeBIZ Schedule Details), weagree that the latter will prevail. This can also be verified by the TenderAmount shown under the Offer Details of the Tender Schedule published inGeBIZ Enterprise which can be viewed by Government Procuring Entitiesonly.

5. HDB reserves the right to reject our Tender Proposal if we

(a) did not submit it in the exact format and wordings prescribed in this Formof Tender; or

(b) did not submit any document, information or sample required under theInvitation to Tender.

6. HDB reserves the right to disregard changes made by us to the Instructions toTenderers and/or Conditions of Contract specified in the Invitation to Tenderunless such changes are accepted by HDB in writing.

7. HDB is not bound to accept the lowest or any Tender Proposal received.

8. Any notice or correspondence relating to our Tender Proposal, including (butnot limited to) HDB's Letter of Acceptance thereof,

(a) may be served by post to the Service Address given by us in this Form ofTender or to our last known place of business and such posting shall begood service of the notice or correspondence, whether or not the samewas actually received by us.

(b) shall be effectively served and communicated to us immediately upon thesame being faxed by HDB/Consultant in accordance with the fax numbergiven by us in this Form of Tender, whether or not the same was actuallyreceived by us, or immediately upon the same being collected by us underHDB's/Consultants instructions.

(* Delete whichever is not applicable)


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Page 3 of 3

FORM OF TENDER (CONT'D)

9. Our Tender Proposal shall remain valid and binding upon us for a period ofthree (3) calendar months from the latest date of closing of the Tender fixedby HDB and may be accepted at any time before the expiry of the said period.

10. Until a formal agreement is executed between us and HDB, our TenderProposal together with HDB's Letter of Acceptance thereof shall constitute abinding contract between us and HDB.


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FORM OF TENDERANNEX A

CONTENTS OF INVITATION TO TENDER

The Invitation to Tender comprises the following:

IN PRINTED FORM

a. Covering Letter;

IN CD-ROM WITH SERIAL NUMBER B0AWOL70340

a. Form of Tender;b. Instructions to Tenderers;c. Evaluation using Price Quality Method;d. Public Sector Standard Conditions of Contract for Construction

Works 2008 (including List of Editorial Amendments dated 19 Jan 11);e. The Particular Conditions of Contract;f. The Appendix to Public Sector Standard Conditions of Contract for

Construction Works;g. Standard Specifications For Building Works And Other Installations

(2013 Edition)h. Standard Specifications For Civil Engineering Works (2013 Edition)i. Standard Schedule of Rates for Building Works, Civil Engineering

Works and Electrical Works (Jul 2013)j. Supplementary Specifications; andk. Supplementary Schedule(s) of Rates (where applicable)

IN CD-ROM WITH SERIAL NUMBER A0AWOL70340

a. Architectural Drawingsb. Engineering Drawingsc. Standard Safety Details Manual

UPLOADED IN GeBIZ / IN PRINTED FORM & CD-ROM

a. All Amendment/Addendum Letters issued by HDB/Consultant up to theclose of the tender.

FORM OF TENDERANNEX B-1 of 6


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BREAKDOWN OF TOTAL LUMP SUM1. SUMMARY

Block 717A $

Block 717B $

Block 717C (Single-Storey Carpark) including

Electrical Substation/Switchroom/Utility Centre butexcluding supporting roof structure/deck for E-Deck

$

E-Deck including supporting Carpark roofstructures

$

Sanitary, Water, RHE, Gas and Other PlumbingInstallations (see breakdown)

$

Electrical Installation including telephone wiring(see breakdown)

$

CATV Installation (see breakdown) $

Civil Engineering Works (see breakdown) $

Piling Works (see breakdown) $

Optional Component Scheme (see breakdown) $

Fire Hosereel Installation (see breakdown) $

Dry Riser Installation (see breakdown) $

Shelter at E-Deck $

Low / High Linkways including substructures

(between Block 717 and 717A)

$

Children's Playground at E-Deck $

Adult Fitness Station at E-Deck $

Elderly Fitness Station at E-Deck

Seating Plaza at E-Deck $

Plazas at E-Deck $

Trellis at E-Deck $

General Siteworks including externalstaircases/steps, pavement, footpath, earth works,Tree Plantings & Turfing Works

$

Removal of existing hard courts, outdoor electricalaccessories, light fittings, supporting structure andany related cabling at underground and surfacefrom site including site survey, tracing and propertermination of electrical source and any otherrelated fees required

$

Provision of Earth Control Measures(Please see Clause 1.1.66)

$

TOTAL LUMP SUM $


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BREAKDOWN OF TOTAL LUMP SUM (CONT'D)

2. Sanitary, Water and Other Plumbing Installations

Block/Work Description Amount

Block 717A $

Block 717B $

Block 717C (Single-Storey Carpark) excluding E-Deck

$

E-Deck $

Precinct Pavilion at Blk 717A 1st storey $

TOTAL TRANSFERRED TO SUMMARY $

3. Electrical Installation (including telephone wiring)


Block 717A $

Block 717B $

Block 717C (Single-Storey Carpark) excludingOutdoor lighting to E-Deck

$

Electrical Substation / Switchroom /Utility Centre $

Outdoor lighting to E-Deck at Single-StoreyCarpark

$

Outdoor lighting to shelter, linkways, Playground,Adults Fitness Station, Elderly Fitness Station,Plazas, Trellis, external Steps & Staircases andetc.

$

Outdoor lighting to Fire Engine Access / serviceroad / driveways

$


4. CATV Installation


Block 717A $

Block 717B $



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5. Civil Engineering Works

Work Description Amount

a. Minor Sewers

(i) Construction of 225mm diameter sewer line $

(ii) Construction of manholes $

b. Drains and Culvert

(i) Construction of 600mm wide CE drain $

(ii) Construction of 900mm wide CE drain $

(iii) Construction of 1100mm wide CE drain $

(iv) Construction of 600mm wide culvert $

(v) Construction of 1100mm wide culvert $

c. Construction of Turfed Fire Engine Access /Service Roads

$



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7. Piling Works


a. Provisional Quantity for bored piles in allground conditions other than in fresh tohighly weathered granite includingmobilisation and demobilisation of pilingequipment, provision of all labour, materials,plant, tests, chiselling to required depth andall related works

(i) 500 mm diameter (530) $

(ii) 600 mm diameter (2,250m) $

(iii) 700 mm diameter (5,850m) $

(iv) 800 mm diameter (4,200m) $

(v) 900 mm diameter (3,830m) $

(vi) 1000 mm diameter (920m) $

(vii)1100 mm diameter (180m) $

(viii) 1200 mm diameter (600m) $

b. Provisional Quantity for bored piles socketed

in fresh to highly weathered granite includingmobilisation and demobilisation of pilingequipment, provision of all labour, materials,plant, tests, chiselling to required depth andall related works(i) 500 mm diameter (20m) $

(ii) 600 mm diameter (75m)

(iii) 700 mm diameter (280m) $

(iv) 800 mm diameter (235m) $

(v) 900 mm diameter (350m) $

(vi) 1000 mm diameter (90m) $

(vii) 1100 mm diameter (35m) $

(viii) 1200 mm diameter (90m) $

c Provisional Quantity of two (2) Nos. ofUltimate Load Test for bored piles includingprovision of all plant, equipment, instruments,tools and submission of reports

$

Iitem 7 Continue next page for sub-total


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7. Piling Works (Contd)


d Provisional Quantity of five(5) Nos. of StandardLoad Test for bored piles including provision ofall plant, equipment, instruments, tools andsubmission of reports

$

e Provisional Quantity of ten(10) Nos. of Pile PileDynamic Analyser Test for bored piles includingprovision of all plant, equipment, instruments,tools and submission of reports

$


8. Optional Component Scheme


a. Provisional Quantity of 240 Nos. of Timberdoors to bedroom including approvedironmongeries, accessories and painting as

specified, provision of all labour, materials,mobilization and demobilization of equipmentsand tools and all related works.

$

b. Provisional Quantity of 92 Nos. of Timberdoors to Common bathroom/toilet includingapproved ironmongeries, accessories andpainting as specified, provision of all labour,materials, mobilization and demobilization ofequipments and tools and all related works.

$

c. Provisional Quantity of 92 Nos. of Timberdoors to Attached bathroom/toilet includingapproved ironmongeries, accessories andpainting as specified, provision of all labour,materials, mobilization and demobilization ofequipments and tools and all related works.

$

Item 8 Continue next page forsub-total


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8. Optional Component Scheme (Contd)


d. Provisional Quantity of Dwelling Units toinstall floor finishes including skirting atLiving Rooms and Bedrooms, provision ofall labour, materials, mobilization anddemobilization of equipments and tools andall related works.(i) 6 No. of 2 Room Flats $(ii) 41 No. of 3 Room Flats $(iii) 40 No. of 4 Room Flats $(iv) 11 No. of 5 Room Flats $

9. Fire Hosereel Installation


Block 717A $

Block 717B $


$

E-Deck $


10. Wet Riser Installation


Block 717A $

Block 717B $


$

E-Deck $




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FORM OF TENDERANNEX C-1 of 2

ELEMENTAL COST BREAKDOWN FOR FLATSProject: BUILDING WORKS AT WOODLANDS NEIGHBOURHOOD 7 CONTRACT

34 (TOTAL : 194 DWELLING UNITS)

S/No. Elemental Classification #Block No.

717ABlock No.

717B

($) ($)

1 Site Preparation Site Clearance Earthworks Soil Investigation

2 Substructure Piling Foundation Basement Ground Slab

3 Superstructure Columns & Structural Walls

ColumnsStructural walls

Upper Floors Slabs

BeamsRoof

Roof structureRoof coveringsRoof drainage

Roof WaterproofingStaircases

Staircase structureStaircase finishes

Handrails & balustradesExternal walls & cladding

External wallsCladding

Curtain wallsWindows Internal walls & partitions Lightweight Partitions Brick / Block walls Doors

Internal doorsExternal doors

4 Finishes Wall finishes Floor finishes Ceiling finishes

5 Fittings, fixtures & furnishing Refuse Chute Hopper Railings / Grilles Cloth Drying Racks Entrance Gate Signage

6 *Others (pls specify)

TOTAL

Note:# Delete items if not applicable.*Pls specify other items which should be included.


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FORM OF TENDERANNEX C-2 of 2

ELEMENTAL COST BREAKDOWN FOR CARPARK (WHERE APPLICABLE)

Project: BUILDING WORKS AT WOODLANDS NEIGHBOURHOOD 7 CONTRACT34 (TOTAL : 194 DWELLING UNITS)

S/No. Elemental ClassificationCarpark (Block 717C)

($)

1 Site Preparation Site clearance Earthworks Excavation Disposal/backfilling Sheet piling Temporary strutting & propping (forWater pumping Instrumentation

2 Sub-structure Piling Pile debonding Foundation (pilecap) Slab Retaining wall Waterproofing Columns & structural walls Columns/walls/staircase/lift well Fibre wrap to columns Ground slab/beam Apron beam/slab/drain

3 Internal walls and Partitions 4 Doors

Internal doors & ironmongery 5 Finishes

Wall Finishes Floor Finishes Ceiling Finishes

6 Fittings, fixtures and furnishing Railings / grillesCarpark/traffic signs

7 *Others (pls specify)

TOTAL

Note:

# Delete items if not applicable.*Pls specify other items which should be included.


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FORM OF TENDERANNEX D

PART APROTECTED MATERIALS & PROTECTED QUANTITY

Material Maximum ProtectedQuantity(Tonne)

Protected Quantity(Tonne)

Ordinary Portland Cement 10,840

20mm Granite Aggregate 22,003

Concreting Sand 27,947

Notes:

a. The Tenderer shall fill in the respective quantities of the concreting materials to bepurchased from the Employer ((Protected Quantity) in the above table. These quantitiesshall be covered for price protection by the Employer under the clause Quantity To BeProtected. The quantity indicated by the Tenderer cannot exceed the Maximum ProtectedQuantity.

b. In the event that no indication is made in the Annex D of the Form of Tender or the Annex Dof the Form of Tender is not submitted together with the Form of Tender at the close ofTender, the Tenderer shall be deemed to purchase all the maximum protected quantities ofthe concreting materials from the Employer.

c. In the event that the source of any precast concrete components listed in Annex E of theForm of Tender is obtained from the Employer or where the Contractors production ofprecast components are carried out in overseas precast plants, the Protected Quantity shallbe reduced according to the quantities indicated in the same Annex E and the Contractorshall be notified within one (1) month from the date of the Letter of Acceptance.

COVERED STEEL QUANTITY (CSQ)

Quantity Indicated By Contractor(Subject to the maximum quantity to be covered:2,150.00 tonnes)

tonnes

Notes:a. The Contractor shall fill in the quantity of steel reinforcement to be covered in the above

table.

b. The quantity of steel reinforcement to be covered for price fluctuation shall be that indicatedby the Contractor or the maximum quantity specified whichever is lower.

c. Where no quantity is indicated by the Contractor in above table, it shall be deemed that noquantity of steel reinforcement is covered for price fluctuation.

d. In the event that the source of any precast concrete components listed in Annex E of theForm of Tender is obtained from the Employer, or where the Contractors production ofprecast components are carried out in overseas precast plants, the quantity of steelreinforcement to be covered shall be reduced according to the quantities in the same AnnexE and the Contractor shall be notified within one (1) month from the Date of Acceptance.

e. The quantity of steel reinforcement to be covered indicated by the Contractor shall be beforethe reduction as stipulated in note (d) above.


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FORM OF TENDERANNEX E

PRECAST COMPONENTS FROM SUPPLIERS IN HDBS MATERIALS LIST

The Tenderer shall indicate clearly below whether they would obtain from HDB at prescribed rates orsource directly from suppliers in HDBs Materials List by marking with a in the correspondingcolumn and shall also refer to Clause 73.5 Supply of Precast Components By HDB for sourcing ofprecast components.

Item Precast ComponentsObtain from

HDB atprescribed rates

Source directlyfrom

suppliers inHDBs

Materials List

OrdinaryPortlandCement(Tonne)

20mmGranite

Aggregate(Tonne)

ConcretingSand

(Tonne)

SteelQuantity(Tonne)

175mm thick FerroLitepartition wall system

101Not

Applicable 199Not

Applicable

NOTE:

a) In the event that no indication is made for any of the precast components or the Contractorhas indicated in both columns Obtain from HDB at prescribed rates and Source directlyfrom suppliers in HDBs Material List for any components in Annex E of the Form of Tenderthat is submitted upon tender closing, the Contractor shall deem to obtain the supply ofprecast components from HDB at the prescribed rates stipulated in Clause 73.5.2 PrecastComponents To Be Supplied By HDB or Source on their own from HDBs Materials List.

b) By not submitting the Annex E of the Form of Tender at tender closing, the Contractor shallalso be deemed to obtain the supply of these precast components from HDB at theprescribed rates stipulated in Clause 73.5.2 Precast Components To Be Supplied By HDB orSource on their own from HDBs Materials List.

c) In the event that the source of any precast components is obtained from the HDB, theProtected Quantity and Covered Steel Quantity as listed in Annex D, shall be reducedaccording to the quantities indicated in the table above. The Contractor shall be notified onthe revised Protected Quantity and Covered Steel Quantity within one (1) month from thedate of the Letter of Acceptance.


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