PROJECT GUIDELINES & LOG BOOK DCQ50233

PROJECT GUIDELINES
&

LOG BOOK

ATTACHMENT 2

(Typical Contents of Tender Document based on PAM Standard Form of Contract with

Quantity)

SEKSYEN CONTENTS PAGE

SEKSYEN ‘A’ Instruction to Tenderers
TENDER Form of Tender
Agreement and Conditions of PAM Contract 2006
INFORMATION

SEKSYEN ‘B’ Standard Specifications for Building Works (2014)
SPECIFICATION Preamble to All Trade
Mechanical and Electrical Specification
AND
WORKMANSHIP

SEKSYEN ‘C’ Bill No. 1 - General Condition and Preliminaries
TENDER DETAILS Bill No. 2 - Piling
Bill No. 3 - Building Works
Bill No. 4 - Electrical Works
Bill No. 5 - Mechanical Works
Bill No. 6 – Infrastructure Works

SEKSYEN ‘D’ Appendix ‘A’ Schedule of Day work Rates
APPENDICES Appendix ‘B’ Bank Guarantee Form For Performance Bond
Appendix ‘C’ Form of General Particulars of Tenderer

SEKSYEN ‘E’ List of Tender Drawings
TENDER DRAWINGS -Form of Tender Drawings
-Architectural Tender Drawings
-Civil & Structural Tender Drawings
-Mechanical & Electrical Tender Drawings

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PROJECT GUIDELINES
&

LOG BOOK

ATTACHMENT 3
(Sample of Company Profile)

43

PROJECT GUIDELINES
&

LOG BOOK

ATTACHMENT 3
(Sample of Bill of Quantity)

PROPOSED OF CONSTRUCTION 1 UNIT BUNGALOW

SECTION XX – BILL OF QUANTITIES
BILL NO 3 – BUILDING WORKS

FRAME

Item Description Unit Qty Rate Amount

(RM)

FRAME

CONCRETE WORK

Vibrated reinforced concrete Grade 25 as specified:-

A Column M3 4

B Beam M3 3

REINFORCEMENT

Notes :-
1) All the quantities under this element measured nett on plan
2) The Contractor shall include in their prices laps, drops and
etc as shown in Architect's Drawings and Engineer's Drawings.

Mild steel rod reinforcement to concrete:-

In column

C 6mm Diameter as links and stirrups

In beam

D 6mm Diameter as links and stirrups

To collection RM _________________

44

DESIGNED BY : SHAIRUL BIN LUDIN (UIDM PKK)