163119656 CIDB MyCESMM Library of Standard Descriptions

CLASS A General Items Item No.

Code No. A100 A100

Description

Unit

Qty.

Rate

Amount (RM)

CONT CONTRA RACT CTUA UAL L REQU REQUIR IREM EMEN ENTS TS Bond

A111

Performance Bond.

sum

A112 A112

Design Design Guara Guarante nteee Bond Bond [for [for roof roof stru structu cture re (to be designed by the Contractor) of (………..)].

sum

Insurances

A121

Insurance of the Works.

sum

A122

Public Liability Insurance.

sum

A123

SOCSO/Workmen Compensation Insurance.

sum

Statutory Obligations

A131

CIDB Levy.

sum

A140

Stamp duty.

sum

A200 A200

ENGIN ENGINEER EER/SO /SO/PD /PD'S 'S REQUI REQUIRE REMEN MENTS TS Facilities for the Engineer/SO/PD's representative. Rate shall be deemed to include the provision of water supply, supply, electricity, and communication communication facilities.

A211

Establis Establishment hment and remo removal val of [trans [transporta portable ble type type cabin] cabin] office [with a floor area of 70 m2].

sum

A212

Maintenance of office.

mth

A213 A213

Estab Establis lishme hment nt and remo removal val of of [purpo [purpose se built built]] laboratories [with a floor area of 60 m2 as shown in Drawing Nos. (……….) to (……..)].

sum

A214

Maintenance of laboratories.

mth

Equipment for Use by t he Engineer/SO/PD's Representative

A221

Establis Establishment hment and removal removal of office office equipment equipment [with type and quantity as per Specification clause (……). Equipment to be reverted to the Contractor after completion].

sum

A222

Maintenance of office equipment.

mth

Page Total carried to Summary of Class A

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Class A: General Items Page BQA1 of BQA173


Code No.

Description

Unit

A223

Establis Establishment hment and removal removal of laborator laboratory y equipment equipment [with type and quantity as per Specification clause (……). Equipment to be reverted to the Contractor after completion].

sum

A224

Maintenance of laboratory equipment.

mth

A225

Surveying Surveying equipment equipment [with type type and and quantity quantity as per per the Specification, Clause (……). Equipment to be reverted to the Contractor after completion].

sum

A226

Maintenance of survey equipment.

mth

Qty.

Rate

Amount (RM)

Services for the Engineer/SO/PD's Representative

A231.1 A231.1

Provision Provision of transpo transport rt vehicle vehicle [Type [Type A as per per Specification clause (…..). Vehicle to be reverted to the Contractor after completion]. completion].

sum

A231.2 A231.2

Provision Provision of transpo transport rt vehicle vehicle [Type [Type B as per per Specification clause (…..). Vehicle to be reverted to the Contractor after completion]. completion].

sum

A232.1

Maintenance of vehicle [Type A].

mth

A232.2

Maintenance of vehicle [Type B].

mth

A233 A233

Provis Provision ion of of mobil mobilee phones phones [and [and to be be revert reverted ed to the the Contractor after completion]. completion].

sum

A234

Maintenance of mobile phones.

mth

A235 A235

Provis Provision ion of cam camera era [and [and to to be reve reverted rted to the the Contractor after completion]. completion].

sum

Attendance for Engineer/SO/PD's Representative

A241 241

[2 Nos. os.] Drive rivers rs for for [Ty [Type A and Type B vehic hicle]. e].

manan-mth

A242

[2 Nos.] Survey assistants.

man-mth

A243

[2 Nos.] Laboratory assistants.

man-mth

A244

[4 Nos.] General labours.

man-mth

A245

[2 Nos.] Security guards.

man-mth





Code No.

Description

Unit

A223

Establis Establishment hment and removal removal of laborator laboratory y equipment equipment [with type and quantity as per Specification clause (……). Equipment to be reverted to the Contractor after completion].

sum

A224

Maintenance of laboratory equipment.

mth

A225

Surveying Surveying equipment equipment [with type type and and quantity quantity as per per the Specification, Clause (……). Equipment to be reverted to the Contractor after completion].

sum

A226

Maintenance of survey equipment.

mth

Qty.

Rate

Amount (RM)

Services for the Engineer/SO/PD's Representative

A231.1 A231.1

Provision Provision of transpo transport rt vehicle vehicle [Type [Type A as per per Specification clause (…..). Vehicle to be reverted to the Contractor after completion]. completion].

sum

A231.2 A231.2

Provision Provision of transpo transport rt vehicle vehicle [Type [Type B as per per Specification clause (…..). Vehicle to be reverted to the Contractor after completion]. completion].

sum

A232.1

Maintenance of vehicle [Type A].

mth

A232.2

Maintenance of vehicle [Type B].

mth

A233 A233

Provis Provision ion of of mobil mobilee phones phones [and [and to be be revert reverted ed to the the Contractor after completion]. completion].

sum

A234

Maintenance of mobile phones.

mth

A235 A235

Provis Provision ion of cam camera era [and [and to to be reve reverted rted to the the Contractor after completion]. completion].

sum

Attendance for Engineer/SO/PD's Representative

A241 241

[2 Nos. os.] Drive rivers rs for for [Ty [Type A and Type B vehic hicle]. e].

manan-mth

A242

[2 Nos.] Survey assistants.

man-mth

A243

[2 Nos.] Laboratory assistants.

man-mth

A244

[4 Nos.] General labours.

man-mth

A245

[2 Nos.] Security guards.

man-mth





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Submission of Documents

A251 A251

Projec Projectt execut execution ion plan plan [as per per Specif Specifica icatio tion n clause clause (…..)].

sum

A252

Drawings [as per Specification clause (…..)].

sum

A253

Method statement [as per Specification clause (…..)].

sum

A254

Work programm programmee [in [in Micros Microsoft oft Project Project on a Gantt Gantt Chart Chart format].

sum

Miscellaneous

A261

Progress Progress report report [ in in five five sets] sets].. Rate Rate to include include progress progress photographs.

mth

A262

Project signboard.

A263

As built drawings.

sum

A264

Video recording [as per Specification clause ( ......)].

sum

A265

Temporary fencing and hoarding.

sum

A300 A300

PROJ PROJEC ECT T REQUI REQUIRE REME MENT NTS S

A310 A310

Survey Survey and settin setting g out [by licens licensed ed survey surveyor] or]..

nr

sum

Quality Assurance/Quality Control (QA/QC)

A321

QA/QC Plan [as per Specification clause (…..)].

sum

Testing of materials; [concrete test cubes; samples and method of testing as per Specification clause (…..)].

sum

A323

Testing Testing of of work work [for [for cold cold water plumbing plumbing system system as per per Specification clause (….)].

sum

A324

Factory Factory acceptance acceptance test [for hydrosta hydrostatic tic testing testing of butterfly valves] valves] for for three (3) person of the S.O. representatives.

sum

Testing Testing and commis commissioni sioning ng [of plant plant for for a duration duration of of three (3) months].

sum

A322

A325

Operation and Maintenance of Plant

A331

Operation and Maintenance Manual.

sum

A332 A332

Traini Training ng of oper operati ating ng perso personne nnell [for [for a period period of of 10 weeks].

sum





Code No.

Description

Unit

A333

Provision of manpower [for a per iod of 12 months].

sum

A334

Provision of chemicals and consumable [for a period of 12 months].

sum

A335

Utility cost [for a period of 12 months].

sum

Qty.

Rate

Amount (RM)

Maintenance of Road

A341

Routine maintenance for existing road as per Specification clause […..].

sum

A342

Periodic maintenanceas for existing road per Specification clause […..].

sum

A343

Routine maintenance for temporary road diversion as per Specification clause […..].

sum

A344

Periodic maintenance for temporary road diversion as per Specification clause […..].

sum

A350

Clearance of site upon completion.

sum

A400

AUTHORITIES' REQUIREMENTS Occupational Safety and Health Requirements

A411

Health and safety plan.

sum

A412

Occupational safety and health officer [for duration of the contract period].

A413

Personnel protective equipment as per Specification clause […..].

sum

A414

Health and safety report [in five sets. Rate to include tool box meeting].

mth

A415

Training of health and safety as per Specification clause […..].

sum

A416

Safety signages.

sum

A420

Permits and fees [to KTMB for pipe jacking work across railway tracks at (…….)].

sum

A430

Deposit [to JKR for pipelaying work along road verge from (……..) to (……………)].

sum

man-mth





Code No. A500

Description

Unit

Qty.

Rate

Amount (RM)

CONTRACTOR'S REQUIREMENTS Facilities Item shall be deemed to include the provision of water supply, electricity, and sanitary facilities and their continuing operation and/or maintenance.

A511.1

Set up offices and remove upon completion; fixed charge.

sum

A511.2

Maintain office for duration of contract period; timerelated charge.

sum

A512.1

Provision of office equipment and remove upon completion; fixed charge.

sum

A512.2

Maintain office equipment for duration of contract period; time-related charge.

sum

A513.1

Set up laboratories and remove upon completion; fixed charge.

sum

A513.2

Maintain laboratories for duration of contract period; time-related charge.

sum

A514.1

Provision of laboratories equipment and remove upon completion [with type and quantity as per Specification clause (……)].

sum

A514.2

Maintain laboratories equipment for duration of contract period; time-related charge.

sum

A515.1

Set up stores and remove upon completion; fixed charge.

sum

A515.2

Maintain store for duration of contract period; timerelated charge.

sum

A516.1

Set up workshops and remove upon completion; fixed charge.

sum

A516.2

Maintain workshop for duration of contract period; timerelated charge.

sum

A517.1

Set up workmen accomodation and remove upon completion; fixed charge.

sum

A517.2

Maintain workmen accomodation for duration of contract period; time-related charge.

sum

A518.1

Provision of transport.

sum

A518.2

Maintain transport for duration of contract period; timerelated charge.

sum





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Temporary Work

A521.1

Construct temporary access roads to site; fixed charge.

sum

A521.2

Maintain temporary access roads for duration of contract period; time-related charge.

sum

A522.1

Construct temporary bridges and remove upon completion [over Sg. (……)]; fixed charge.

sum

A522.2

Maintain temporary bridges for duration of contract period; time-related charge.

sum

A523.1

Construct cofferdams for [water intake] and remove upon completion; fixed charge.

sum

A523.2

Maintain cofferdam for duration of construction; timerelated charge.

sum

A524.1

Install pumping and dewatering at [pumphouse] and remove upon completion; fixed charge.

sum

A524.2

Operation and maintenance of pumping and dewatering for duration of construction; time-related charge.

sum

A525.1

Construct river diversion for [water intake] and reinstate to its original alignment upon completion; fixed charge.

sum

A525.2

Maintain river diversion for duration of construction; time-related charge.

sum

A526.1

Construct temporary jetty [at Sg. (……)] and remove upon completion; fixed charge.

sum

A526.2

Maintain temporary jetty for duration of contract period; time-related charge.

sum

A527.1

Construct temporary staging over [Sg. (…….)] and remove upon completion; fixed charge.

sum

A527.2

Maintain temporary staging for duration of construction; time-related charge.

sum

Site Management

A531

Site agent for the duration of conract period; timerelated charge.

sum

A532

QA/QC officer for the duration of contract period.

man-mth





Code No.

Description

Unit

A540

Mobilisation and demobilisation. [Rate to include remobilisation for testing and commissioning of the plant after the completion of the pipelaying work under Package (2)].

A600

DESIGN AND BUILT ELEMENT

A610

Preliminary engineering studies.

sum

A620

Design survey.

sum

A630

Utilities survey.

sum

A640

Site investigation.

sum

A650

Design fees.

sum

Qty.

Rate

Amount (RM)

sum

Independent Checkers

A661

Structural.

sum

A662

Geotechnical.

sum

A663

Road safety.

sum

A670

Supervision fees.

sum

A700

PROVISIONAL/PRIME COST SUMS Provisional Sums

A711.1

Provisional Sum of [RM: Two hundred thousands only for TNB contribution].

sum

A711.2

Provisional Sum of [RM: Five hundred thousands only for piling work].

sum

A711.3

Provisional Sum of [RM: Three hundred thousands only for staff quarters to be procured by the Employer].

sum

A711.4

Attendance [for Item A711.3].

sum

A711.5

Profit for [Item A711.3].

%

Prime Cost Items

A721

Prime Cost Sum of [RM: One million only for reinforced soil wall].

sum

A722

Attendance.

sum

A723

Profit.

%





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class A: General Items

Page BQA1 Page BQA2 Page BQA3 Page BQA4 Page BQA5 Page BQA6 Page BQA7

Total of Class A carried to Grand Summary



CLASS B Environmental Protection and Enhancement Item No.

Code No.

Description

Unit

B100

ENVIRONMENTAL MANAGEMENT PLAN (EMP)

B110

Preparation of environmental management plan which shall include erosion and sediment control plan (ESCP), flora and fauna management plan by a consultant, registered with the Department of Environment.

B120

Appointment of environmental officer (EO) for the duration of the contract period.

B200

EROSION AND SEDIMENT CONTROL PLAN (ESCP) Items for silt fence, silt curtain, sand bags, gabion wall, and rock check dam shall be deemed to include provisions as per Specification clause (............) and removal of the items upon completion.

B210

Silt fence of [1.0 m height] as per Specification clause (…..) and as shown in the drawings.

m

B220

Silt curtain as per Specification clause (….) and as shown in the drawings.

m2

B230

Sand bag as per Specification clause (….) and as shown in the drawings.

nr

B240

Rock-filled gabion wall with PVC coated wire gauge size of [2.7 mm] as per Specification clause (….) and as shown in the drawings.

m3

B250

Rock check dam as per Specification clause (….) and as shown in the drawings.

m3

Qty.

Rate

Amount (RM)

sum

man-mth

Sediment Basin

B261

Excavation.

m3

B262

Granular filling. Rate to include imported fill as necessary.

m3

B263

Concrete grade [C25]. Rate to include formwork and reinforcement.

m3

B264

Class X, 1.0 m diameter reinforced concrete pipe.

m

B265

Geotextile as per Specification clause (….).

m2

B266

Rock-filled gabion with PVC-coated wire gauge size of [2.7 mm] as per Specification clause (….).

m3

Page Total carried to Summary of Class B


Class B: Environmental Protection and Enhancement Page BQB9 of BQB173


Code No.

Description

Unit

B267

Rock-filled gabion mattress, 300 mm thick with PVCcoated wire gauge size of [2.7 mm] as per Specification clause (….).

m2

B268

Riprap of 300 mm average thickness.

m2

Qty.

Rate

Amount (RM)

Silt Trap

B271

Excavation.

m3

B272

Granular filling. Rate to include imported fill as necessary.

m3

B273

Concrete grade [C25]. Rate to include formwork and reinforcement.

m3

B274

Class X, 1.0 m diameter reinforced concrete pipe.

m

B275

Geotextile as per Specification clause (….).

m2

B276

Rock-filled gabion with PVC-coated wire gauge size of [2.7 mm] as per Specification clause (….).

m3

B277

Rock-filled gabion mattress, 300 mm thick with PVCcoated wire gauge size of [2.7 mm] as per Specification clause (….).

m2

B278

Riprap of 300 mm average thickness.

m2

Maintenance

Items for maintenance of silt fence, silt curtain, sand bags, gabion wall, rock check dam, sediment basin, and silt trap shall be deemed to include disposal of accumulated debris, sediment and silt to approved site, unless otherwise stated. B281

Silt fence.

sum

B282

Silt curtain.

sum

B283

Sand bag.

sum

B284

Gabion wall.

sum

B285

Rock check dam.

sum

B286

Sediment basin.

sum

B287

Silt trap.

sum





Code No.

Description

Unit

B300

WATER QUANTITY CONTROL AND MONITORING

B310

Skid tank bund [at workshop area in reinforced concrete of size 6 m x 4 m x 1 m high] as per Specification clause (……) and as shown in the drawing. Rate to include traps, oil and grease separators, and its maintenance and removal upon completion.

sum

B320

Water treatment facilities for [effluent from tunnel work to comply with Standard (A/B) of the Environmental Quality Act].

sum

B330

Sewage treatment facilities for [workmen accomodation].

sum

Qty.

Rate

Amount (RM)

Water Quality Sampling and I n situ Testing

Water quality sampling and monitoring by accredited laboratory on a monthly basis [at the discharge outlet of silt trap/sedimentation basin to comply with the requirements of Standard (A/B) of the Environmental Quality Act for the following parameters].

B341

pH

nr

B342

Total suspended solid (TSS).

nr

B345

Dissolved Oxygen (DO)

nr

B347

Ammoniacal nitrogen

nr

Water Quality Sampling and Laboratory Testing

Water quality sampling and monitoring by accredited laboratory on a monthly basis [at the effluent discharge point at workmen accommodation, workshop, and canteen to comply with the requirements of Standard (A/B) of the Environmental Quality Act for the following parameters].

B351

pH.

nr

B352

Total suspended solid (TSS).

nr

B353

Biochemical oxygen demand (BOD).

nr

B354

Chemical oxygen demand (COD).

nr

B355

Dissolved oxygen (DO).

nr

B356

Escherichia coli (E.coli).

nr





Code No.

Description

Unit

B357

Ammoniacal nitrogen.

nr

B358

Oil and grease.

nr

B400

AIR QUALITY CONTROL AND MONITORING

B410

Tyre washing facilities [in reinforced concrete of size 6 m x 3.6 m as per Specification clause (…..) and as shown in the drawing]. Rate to include construction of tyre washing concrete platform, and provision and maintenance of water supply system and portable water jets.

set

B420

Wash trough of [size 6 m x 3.6 m in reinforced concrete, hardcore, and aggregate layers as per Specification clause (…..) and as shown in the drawing].

nr

B430

Water bowser truck [for carrying out water spraying along haul/access roads and existing roads, and near settlements, for at least three times per day]. Rate to include the provision and maintenance of the vehicle and water supply, and the driver.

nr

B440

Water sprinkler [for control of dust at quarry/batching plant using pumping system]. Rate to include provision and maintenance of water supply.

Qty.

Rate

Amount (RM)

sum

Air Quality Sampling

Air quality sampling by accredited laboratory on a quarterly basis for the following parameters: B451

Total suspended particulates (TSP) over a 24 hours period.

nr

B452

Wind velocity and direction.

nr

B453

Particulate matter (PM10).

nr

B500

NOISE AND VIBRATION CONTROL AND MONITORING

B510

[Polycarbonate] noise barrier [of 1.5 m height] as per Specification clause (….). Rate to include supply, fabrication, installation, bolts, nuts, posts, and other ancillary work and maintenance.

B520

Vibration control.

m

sum





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Noise Level Measurement

Noise level measurement and monitoring by accredited laboratory [including L10, L90, and Leq on a quarterly basis near Taman (…..)] for the following parameters.

B531

Ambient noise level measurement.

nr

B532

Spot noise level measurement.

nr

B540

Vibration measurement and monitoring by accredited laboratory on a quarterly basis near Taman ( …..).

B600

WASTE MANAGEMENT

B610

Scheduled wastes as per Specification clause (……). Rate to include storage, labelling, and tr ansportation from site by a licensed contractor for disposal as per the Department of Environment (DOE) regulation.

sum

B620

Household solid waste as per Specification clause (……). Rate to include provision of collection bins, temporary storage area, and disposal to approved site.

sum

B630

Construction solid waste as per Specification clause (……). Rate to include provision of collection bins, temporary storage area, and disposal to approved site.

sum

B640

Biomass disposal as per Specification clause (……). Rate to include preparation and construction of temporary area, and the disposal to approved site.

sum

B700

CONSERVATION/PRESERVATION

sum

Preservation of Flora

B711

Flora survey report [in five sets].

sum

B712

Relocation of flora of the (….) species to the temporary site near the [site office] and finally to the (……..) forest reserve. Rate to include the cost of relocation to the temporary and the final site specified. It shall also include excavation, transportation, protection, watering, fertilizing required, and nurturing until the flora are established at the temporary and the final site of relocation.

nr

B713

Relocation of flora of the (…) species to arboreta.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Preservation of Fauna

B721

Fauna survey report [in five sets].

B722

Relocation of fauna of the (……) species to the temporary site near the [site office] and finally to the (……..) forest reserve. Rate to include the cost of temporary relocation to the rehabilitation centre and final relocation to sites specified. It shall also include trapping, transportation and protection, and treatment required for the well being of the fauna at the rehabilitation centre and before their release at th e final site of relocation/rehabilitation.

sum nr

Preservation of Archeological/Heritage

B731

Report [in five sets].

sum

B732

Protection.

sum

B800

ENVIRONMENT REPORT

B810.1

Environmental monitoring report [in five sets on a monthly basis for the TSS content at the discharge outlet of the silt trap/sedimentation basin].

sum

B810.2

Environmental monitoring report [in five sets on a quarterly basis for pH, TSS, BOD, COD, DO, e.coli, ammoniacal nitrogen, and oil and grease, for the discharge point from the project site at Sg. ( ………….)].

sum

B810.3

Environmental monitoring report [in five sets on a quarterly basis for pH, TSS, BOD, COD, DO, e.coli, ammoniacal nitrogen, and oil and grease, for the effluent discharge point at workmen accomodation, workshop and canteen].

sum

B810.4

Environmental monitoring report [in five sets on a quarterly basis for ambient air quality].

sum

B810.5

Environmental monitoring report [in five sets on a quarterly basis for noise and vibration measurement].

sum

B820

Environmental audit report [on a annual basis in five sets].

sum

B830

Environmental closure audit report in [five sets].

sum





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class B: Environmental Protection and Enhancement

Page BQB1 Page BQB2 Page BQB3 Page BQB4 Page BQB5 Page BQB6

Total of Class B carried to Grand Summary



CLASS C Traffic Management and Control Item No.

Code No. C100

Description

Unit

Qty.

Rate

Amount (RM)

TRAFFIC MANAGEMENT PLAN

Traffic management plan shall be deemed to in clude emergency response plan and the associated work.

C110

Traffic Impact Study

sum

C120

Preparation of traffic management plan. Rate to include the cost of any survey required, literature, references, consultations, and the production of the document. It shall also include the cost for the engagement of qualified traffic engineers required for carrying out the respective study and the preparation of the said plan.

sum

C130

Traffic Management Team

C131

Traffic manager.

man-mth

C132

Traffic management officer.

man-mth

C133

Supervisor.

man-mth

C134

Traffic controller.

man-mth

C200

TEMPORARY ROAD FURNITURE

Items for temporary road furniture shall be deemed to include the supply, installation, maintenance, and removal upon completion. The supply of temporary road furniture shall be deemed to include base preparation, cost of materials, fabrication, and fixing including posts, struts, bolts and nuts, base, storage, and transportation. Installation of temporary road furniture shall be deemed to include cost for multiple shifting within the contractual boundaries and its vicinities that is affected by the traffic management plan.

Temporary road furniture shall be deemed to include cost for the inspection, immediate repair and replacement of any damaged, missing or stolen items throughout the duration of the construction, and removal upon completion.

Page Total carried to Summary of Class C


Class C: Traffic Management and Control Page BQC16 of BQC173


Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Temporary Traffic Signs

Temporary traffic signs shall be in accordance with JKR with JKR Arahan Teknik (Jalan) 2C/85 . C211.1 C211.1

Portable Portable non-il non-illumi luminated nated retro-r retro-refle eflective ctive in [alum [aluminium inium]] sheeting for [advance warning sign].

nr

C211.2 C211.2

Portable Portable non-il non-illumi luminated nated retro-r retro-refle eflective ctive in [alum [aluminium inium]] sheeting for [detour sign].

nr

C211.3 C211.3

Portable Portable non-il non-illumi luminated nated retro-r retro-refle eflective ctive in [alum [aluminium inium]] sheeting for [obstruction marker].

nr

C211.4 C211.4

Portable Portable non-il non-illumi luminated nated retro-r retro-refle eflective ctive in [alum [aluminium inium]] sheeting for [apologetic sign].

nr

C212

Portable Portable changeabl changeablee messa message ge signs signs (PCMS) (PCMS) of [2.5 m] x [1.5 m] as per Specification clause (…).

nr

C213.1 C213.1

Traffic Traffic signals signals with [3] [3] optical optical system system mounte mounted d on [poles] as per Specification clause (….). Rate to include signal post, signal lanterns, traffic controllers, cabling, and removal upon completion. completion.

set

C213.2 C213.2

Traffic Traffic signals signals with [3] [3] optical optical system system mounte mounted d on [gantry]as per Specification clause (….). Rate to include signal lanterns, traffic controllers, cabling, and removal upon completion.

set

Barriers and Barricades

C221 C221

Heavy Heavy duty duty wate waterr- or sandsand-fil fille led d PVC barri barrier er of the the [New Jersey] type.

nr

C222 C222

[Precas [Precastt movab movable le reinfo reinforce rced] d] concre concrete te barrie barrierr of the [New Jersey] type.

nr

C223

Wooden barricade.

nr

C224

Vehicle mounted impact attenuator.

nr

C225

Sa Sand bags.

m3

C226

Temporary guardrail.

m

Delineators

C231

[750mm] PVC Traffic cones with reflective bands.

nr

C232

[Double sided reflective] string delineators.

m

C233 C233

[750 x 600m 600mm] m] batt battery ery oper operate ated d flashi flashing ng arrows arrows on on powder coated mild mild steel plate. plate.

nr





Code No.

Description

Unit

C234

[115mm] [115mm] diameter diameter battery battery operated operated revolving revolving beacon beacon lights.

nr

C235

[150mm] [150mm] diameter diameter polycarbo polycarbonate nate lens battery battery operated operated blinkers.

nr

Qty.

Rate

Amount (RM)

Temporary Road Markings

C241

Letters and shapes.

nr

C241.1

Single straight arrow.

nr

C241.2

Single turning arrow.

nr

C241.3

Double headed arrow.

nr

C242

[150mm] wide continuous line.

m

C243 C243

[100mm [100mm]] wide wide intermi intermitte ttent nt line line with with [1000m [1000mm] m] line line and and [1700mm] gap.

m

C244

Chevron marking.

m2

C245

Transverse bars.

m2

C250.1

Mechanical robot flagman [of the full-man type].

nr

C250.2

Mechanical robot flagman [of the full-man type].

nr

C260

Temporary street lightings.

nr

C300 C300

TRAF TRAFFI FIC C MAN MANAG AGEM EMEN ENT T REP REPOR ORT T

C310

Traffic Traffic manag managemen ementt safety safety report report [on [on a monthly monthly basis basis in five sets].

sum

C320 C320

Road Road safet safety y audit audit report report [on [on a quarter quarterly ly basi basiss in five five sets]. Rate to include the cost of any survey required, literatures, references, consultations, and the production of the document. It shall also include the cost for the engagement of the road safety auditor required for carrying out the audit and the preparation of the said audit report.

sum





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class C: Traffic Management and Control

Page BQC1 Page BQC2 Page BQC3

Total of Class C carried to Grand Summary



CLASS D Site Investigation Work Item No.

Code No.

Description

Unit

D100

MOBILISATION AND DEMOBILISATION Rate shall be deemed to include provision of all plant and equipment, transportation to the Site, including transfer between different locations within the Site, handling, assembling amd removal off the Site after completion of operation.

D110

Deep Boring

sum

D120

Cone Penetration Tests

sum

D130

Field Tests

sum

D200

DEEP BORING

Qty.

Rate

Amount (RM)

Rate to include ground water observation as per Specification clause (…..…….). Plant Movement

Shifting of plant and equipment from one borehole position to the next borehole position, rate to include dismantling from one position and erecting at another position where the borehole is to be carried out on:

D211

Flat land.

nr

D212

Hillslopes.

nr

D213

Floating platform.

nr

D214

Fixed platform.

nr

D215

Swampy ground.

nr

Boring in Soil

Carrying out vertical boring in soil using [rotary wash boring equipment (NW size)] for depth measured from Commencing Surface. Rate to include provision of casing where necessary. Water [as drilling fluid]

D221.1

Not exceeding 10 m.

m

D221.2

10 – 20 m.

m

D221.3

20 – 30 m.

m

D221.4

30 – 40 m.

m

Page Total carried to Summary of Class D


Class D: Site Investigation Work Page BQD20 of BQD173


Code No.

Description

Unit

D221.5

40 – 50 m.

m

D221.6

Exceeding 50 m.

m

Qty.

Rate

Amount (RM)

Water with bentonite or polymer [as drilling fluid]

D222.1

Not exceeding 10 m.

m

D222.2

10 – 20 m.

m

D222.3

20 – 30 m.

m

D222.4

30 – 40 m.

m

D222.5

40 – 50 m.

m

D222.6

Exceeding 50 m.

m

Air/foam [as drilling medium]

D223.1

Not exceeding 10 m.

m

D223.2

10 – 20 m.

m

D223.3

20 – 30 m.

m

D223.4

30 – 40 m.

m

D223.5

40 – 50 m.

m

D223.6

Exceeding 50 m.

m

Drilling in Rock

Carry out vertical diamond core drilling of [52 mm] diameter into rock including storing of core samples in standard boxes. [Core boxes shall become property of the Employer]. Water [as drilling fluid]

D231.1

Not exceeding 10 m.

m

D231.2

10 – 20 m.

m

D231.3

20 – 30 m.

m

D231.4

30 – 40 m.

m

D231.5

40 – 50 m.

m

D231.6

Exceeding 50 m.

m

Air/foam [as drilling medium]

D232.1

Not exceeding 10 m.

m





Code No.

Description

Unit

D232.2

10 – 20 m.

m

D232.3

20 – 30 m.

m

D232.4

30 – 40 m.

m

D232.5

40 – 50 m.

m

D232.6

Exceeding 50 m.

m

Qty.

Rate

Amount (RM)

Reaming casing

D233.1

Not exceeding 10 m.

m

D233.2

10 – 20 m.

m

D233.3

20 – 30 m.

m

D233.4

30 – 40 m.

m

D233.5

40 – 50 m.

m

D233.6

Exceeding 50 m.

m

Grouting

D234.1

Not exceeding 10 m.

m

D234.2

10 – 20 m.

m

D234.3

20 – 30 m.

m

D234.4

30 – 40 m.

m

D234.5

40 – 50 m.

m

D234.6

Exceeding 50 m.

m

Test Standard penetration test

D241.1

Not exceeding 10 m.

nr

D241.2

10 – 20 m.

nr

D241.3

20 – 30 m.

nr

D241.4

30 – 40 m.

nr

D241.5

40 – 50 m.

nr

D241.6

Exceeding 50 m.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Vane shear test

D242.1

Not exceeding 10 m.

nr

D242.2

10 – 20 m.

nr

D242.3

20 – 30 m.

nr

D242.4

30 – 40 m.

nr

D242.5

40 – 50 m.

nr

D242.6

Exceeding 50 m.

nr

Pressure meter test

D243.1

Not exceeding 10 m.

nr

D243.2

10 – 20 m.

nr

D243.3

20 – 30 m.

nr

D243.4

30 – 40 m.

nr

D243.5

40 – 50 m.

nr

D243.6

Exceeding 50 m.

nr

Field permeability test

D244.1

Not exceeding 10 m.

nr

D244.2

10 – 20 m.

nr

D244.3

20 – 30 m.

nr

D244.4

30 – 40 m.

nr

D244.5

40 – 50 m.

nr

D244.6

Exceeding 50 m.

nr

Dynamic cone test

D245.1

Not exceeding 10 m.

nr

D245.2

10 – 20 m.

nr

D245.3

20 – 30 m.

nr

D245.4

30 – 40 m.

nr

D245.5

40 – 50 m.

nr

D245.6

Exceeding 50 m.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Sampling

Carry out the following sampling in borehole. Rate to include transportation and protection as per Specification clause (…………………). [5 kg] Disturbed samples

D251.1

Not exceeding 10 m.

nr

D251.2

10 – 20 m.

nr

D251.3

20 – 30 m.

nr

D251.4

30 – 40 m.

nr

D251.5

40 – 50 m.

nr

D251.6

Exceeding 50 m.

nr

Undisturbed sample using thin wall tube sampler

D252.1

Not exceeding 10 m.

nr

D252.1

10 – 20 m.

nr

D252.3

20 – 30 m.

nr

D252.4

30 – 40 m.

nr

D252.5

40 – 50 m.

nr

D252.6

Exceeding 50 m.

nr

Undisturbed sample using Mazier sampler

D253.1

Not exceeding 10 m.

nr

D253.2

10 – 20 m.

nr

D253.3

20 – 30 m.

nr

D253.4

30 – 40 m.

nr

D253.5

40 – 50 m.

nr

D253.6

Exceeding 50 m.

nr

Undisturbed sample using piston sampler

D254.1

Not exceeding 10 m.

nr

D254.2

10 – 20 m.

nr

D254.3

20 – 30 m.

nr Page Total carried to Summary of Class D




Code No.

Description

Unit

D254.4

30 – 40 m.

nr

D254.5

40 – 50 m.

nr

D254.6

Exceeding 50 m.

nr

Qty.

Rate

Amount (RM)

Undisturbed sample using Denison sampler

D255.1

Not exceeding 10 m.

nr

D255.2

10 – 20 m.

nr

D255.3

20 – 30 m.

nr

D255.4

30 – 40 m.

nr

D255.5

40 – 50 m.

nr

D255.6

Exceeding 50 m.

nr

Water sample [minimum 1 litre]

D256.1

Not exceeding 10 m.

nr

D256.2

10 – 20 m.

nr

D256.3

20 – 30 m.

nr

D256.4

30 – 40 m.

nr

D256.5

40 – 50 m.

nr

D256.6

Exceeding 50 m.

nr

nr

Miscellaneous

D261

Borehole marker.

D300

CONE PENETRATION TESTS Plant movement

Shifting of plant and equipment from one test position to the next test position, rate to include dismantling from one position and erecting at another position where the test is to be carried out on:

D311

Flat land.

nr

D312

Hillslopes.

nr

D313

Floating platform.

nr

D314

Fixed platform.

nr

D315

Swampy ground.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Test Dutch cone penetration test [using cone type (…) and (….) kg ram as per Specification clause (….)]

D321.1

Not exceeding 10 m.

m

D321.2

10 – 20 m.

m

D321.3

20 – 30 m.

m

D321.4

30 – 40 m.

m

D321.5

40 – 50 m.

m

D321.6

Exceeding 50 m.

m

Piezocone

D322.1

Not exceeding 10 m.

m

D322.2

10 – 20 m.

m

D322.3

20 – 30 m.

m

D322.4

30 – 40 m.

m

D322.5

40 – 50 m.

m

D322.6

Exceeding 50 m.

m

Dissipation test [maximum 2 hours per test]

D323.1

Not exceeding 10 m.

nr

D323.2

10 – 20 m.

nr

D323.3

20 – 30 m.

nr

D323.4

30 – 40 m.

nr

D323.5

40 – 50 m.

nr

D323.6

Exceeding 50 m.

nr

Miscellaneous

D331

Test location marker.

nr





Code No. D400

Description

Unit

Qty.

Rate

Amount (RM)

FIELD TESTS

Rate for field tests shall be deemed to include plant movements on site and logging of daily field records.

Hand Auger

Rate for augering in soil shall be deemed to include ground water observation as per Specification clause (………………). D411

Augering in soil.

m

D412

Disturbed sample [min. 1 kg].

nr

D413

Undisturbed samples using thin wall tube sampler.

nr

D414

Water sample [min. 3 litres].

nr

Trial Pit

Pit size [2 m wide x 2 m long x 2 m deep]. Rate shall be deemed to include lateral support, logging and mapping of side wall and backfilling, and ground water observation as per Specification clause (…………………). Rate for sampling shall be deemed to include transportation and protection as per Specification clause (…………………..). D421

Excavation.

nr

D422

Small disturbed sample [1 kg].

nr

D423

Bulk sample [min. 50 kg].

nr

D424

Block sample [300 mm x 300 mm].

nr

D425

Water sample [min. 3 litres].

nr

Testing

D431

Mackintosh or JKR probes.

m

D432

Vane shear.

nr

D433

Plate bearing [300 mm square plate, test pressure 250 kPa with range from uploading and downloading cycle].

nr

D434

In situ CBR at locations as shown in drawings.

nr

D435

Pocket penetrometer.

nr





Code No. D436

Description Field density as per Specification clause (………..).

Unit

Qty.

Rate

Amount (RM)

nr

Sampling

Carry out the following sampling at location as indicated in the drawing. Rate for sampling shall be deemed to include transportation and protection as per Specification clause (…………………..).

D441

Small disturbed sample [1 kg].

nr

D442

Bulk sample [min. 50 kg].

nr

D443

Undisturbed samples using thin wall tube sampler.

nr

D444

Block sample [300 mm x 300 mm].

nr

D445

Water sample [3 litres].

nr

D500

LABORATORY TESTS

All laboratory tests shall be to [BS 1 377:1990], unless stated otherwise. Rate to include preparation of specimens. Classification Test

D511

Mositure content.

nr

D512

Atterberg limits.

set

D513

Specific gravity.

nr

D514

Particle size distribution for fine-grained soils.

nr

D515

Particle size distribution for coarse-grained soils.

nr

Soil Strength Tests

Each set shall consist of 3 nos. of [50 mm diameter x 100 mm length undisturbed] specimen. D521

Unconfined compressive strength.

nr

D522

Unconsolidated undrained triaxial compression.

set

D523

Consolidated undrained triaxial compression test with pore water pressure measurement.

set

D524

Consolidated drained triaxial compression test with pore water pressure measurement.

set

[60 mm square] direct shear box test.

set

D525.1





Code No.

Description

Unit

D525.2


set

D525.3


set

D526.1

[60 mm square] multi-reversal shear box test.

set

D526.2

[100 mm square] multi-reversal shear box test.

set

Qty.

Rate

Amount (RM)

Soil Compaction Related Tests

Each set shall consist of 5 nos. of specimen. D531

Standard compaction (2.5 kg hammer).

set

D532

Heavy compaction (4.5 kg hammer).

set

D533

Vibrating hammer.

set

D534

Unsoaked CBR [on both ends].

nr

D535

Soaked CBR [on both ends].

nr

Chemical and Electro-chemical Tests

D541

Organic matter content.

nr

D542

Loss on ignition.

nr

D543

Total sulphate content.

nr

D544

Sulphate content.

nr

D545

Chloride content.

nr

D546

pH value.

nr

D547

Resistivity test.

nr

D548

Contaminants […..….] as per [ BS standard].

nr

Rock Strength Tests

D551

Unconfined compressive strength.

nr

D552

Unconfined compressive strength with Young's modulus and Poisson's ratio measurement.

nr

D553

Point load test.

nr

D554

Petrographic examination as per Specification clause (…………….).

nr

Compressibility and Permeability Tests

D561

One-dimensional consolidation.

nr





Code No.

Description

Unit

D562

Variable head permeability.

nr

D563

Fixed head permeability.

nr

D600

INSTRUMENTATION

D610

Piezometer as per Specification clause (…..) and as shown in the drawings. Rate to include pre-boring and installation.

nr

D620

Inclinometer as per Specification clause (…..) and as shown in the drawings. Rate to include pre-boring and installation.

nr

D631

Settlement surface marker.

nr

D632

Settlement plate as per Specification clause (…..) and as shown in the drawings.

nr

D633

Settlement displacement marker.

nr

D640

Magnetic extensometer as per Specification clause (……….).

nr

D650

Deep levelling datum.

nr

D660

Monitoring of instrument for the above instrument at the project site by [Geologist] as per Specification clause (…..……). Rate to include preparation of monitoring report to be submitted on a [ monthly ] basis.

nr

D700

GEOPHYSICAL SURVEY AND MAPPING

Qty.

Rate

Amount (RM)

Seismic Refraction Survey

D711

Setting out sets of seismic lines, rentising and produce geophone, reduce levels, and topographical profile of each seismic line using EDM.

sum

D712

Carry out seismic refraction survey with a 24-channel seismograph with geophones at intervals of not more than 5 m measured along the slope, and 7 shots per set, using sledge hammer as the seismic energy source. Rate to include data analysis to produce geological profile incorporating borehole data where available.

set

D713

Prepare maps of soil isopach and bedrock contour of the Site as per Specification clause (……), based on rock levels obtained from seismic refraction survey.

sum





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Resistivity Profiling

D721

Setting out sets of resistivity profiling, rentising and produce electrodes reduce levels and topographical profile of each resistivity profile line including topographical coordinates of each electrode.

sum

D722

Carry out [2D] resistivity profiling using [SchlumbergerWenner configuration and roll-along technique with 40 electrodes at 5-meter intervals], each interval measured as the slope distance between adjacent electrodes.

D723

Process data for pr epar ation of resistivity profiles.

sum

D730

Geological terrain mapping as per Specification clause (….) and in accordance to guidelines by the Minerals and Geoscience Department, Malaysia, covering area as shown in the drawings.

m2

set

Utilities Detection and Mapping

D741

Locate, detect, and map all utilities and services as per Specification clause (...………), for area as shown in drawings.

m2

D742

Verification with utilities provider. Rate to include purchase of necessary documents and verification on the utilities detected as compared with the records of the utilities provider.

sum

D743

Conduct site verification.

sum

D800

REPORT Preliminary Report

D811

Soil investigation report including laboratory test results as per Specification clause (…………) to be submitted in [two sets] with comb binding.

sum

D812

Seismic refraction survey report as per Specification clause (…………) to be submitted in [two sets] with comb binding. Rate to include geological sections and interpretation of data by specialists.

sum





Code No.

Description

Unit

D813

Resistiv Resistivity ity profiling profiling report report as per Speci Specificat fication ion clause clause (…………) to be submitted in [two sets] with comb binding. Rate to include geological geological sections sections and interpretation of data by specialists. specialists.

sum

D814

Geologic Geological al terrain terrain mappi mapping ng report report as per Specifica Specification tion clause (…………) to be submitted in [two sets] with comb binding.

sum

D815 D815

Utili Utilitie tiess detect detection ion and and mappi mapping ng repor reportt as per per Specification clause (………… ) to be submitted in [two sets] with comb binding.

sum

Qty.

Rate

Amount (RM)

Final Report

D821

Soil investigat investigation ion repor reportt including including laboratory laboratory test results results as per Specification clause (…………) to be submitted in [five sets] in hard cover.

sum

D822

Seismic Seismic refrac refraction tion survey survey report report as per Specifica Specification tion clause (…………) to be submitted in [five sets] in hard cover.

sum

D823

Resistiv Resistivity ity profiling profiling report report as per Speci Specificat fication ion clause clause (…………) to be submitted in [five sets] in hard cover.

sum

D824

Geologic Geological al terrain terrain mapping mapping report report as per Specifica Specification tion clause (…………) to be submitted in [five sets] in hard cover.

sum

D825 D825

Utili Utilitie tiess detect detection ion and and mappi mapping ng repor reportt as per per Specification clause (…………) to be submitted in [five sets] in hard cover.

sum





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class D: Site Investigation Work

Page BQD1 Page BQD2 Page BQD3 Page BQD4 Page BQD5 Page BQD6 Page BQD7 Page BQD8 Page BQD9 Page BQD10 Page BQD11 Page BQD12 Page BQD13

Total of Class D carried to Grand Summary



CLASS E Demolition and Site Clearance Item No.

Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Items for demolition and site clearance shall be deemed to include disposal of the materials arising. E100 E100

GENE GENERA RAL L CLEA CLEARA RANC NCE E Above Ground

E110.1 E110.1

General General clearan clearance ce to [primary [primary forest]. forest]. Rate Rate to include include the removal of trees and stumps, undergrowth, shrubs, roots, and the likes. [All trees of 0.5 m girth and above shall become the property of of the Employer]. Employer].

ha

E110.2 E110.2

General General clearance clearance to [palm oil estate]. estate].

ha

E120

At water water bodies. bodies. Rate Rate to includ includee removal removal and dispo disposal sal of items as per Specification clause (…..) in or at [Lake Project] including objects either floating, submerged submerged or at the bed of the the [lake].

ha

E200

TREES Felling of trees shall be deemed to include uprooting and removal of stumps. [All [All trees of 0.5 m girth and above shall become the property of the Employer].

E210 E210

Tree Treess of girt girth: h: 0.5 0.5 ‒ 1 m.

nr

E220

Trees of girth: 1 ‒ 2 m.

nr

E230

Trees of girth: 2 ‒ 5 m.

nr

E240

Trees of girth exceeding 5 m. [Holes after the removal of stumps shall be filled with granular material].

nr

E300

BUILDING

Concrete

E311

Individual building ‒ [2-storey bungalow with reinforced concrete walls of total gross built-up area of 2000 m2].

sum

E312

Group of buildings ‒ [10 units of single storey chalet with a gross built-up area of 100 m2 each].

sum

Page Total carried to Summary of Class E


Class E: Demolition and Site Clearance Page BQE34 of BQE173


Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Brickwork and Masonry

E321

Individual building ‒ [single storey bungalow of total gross built‒up area of 200 m2].

sum

E322

Group of buildings ‒ [10 units of single storey chalet with a gross built‒up area of 10 0 m2 each].

sum

Timber

E331

Individual building ‒ [3 m x 3 m guard house].

sum

E332

Group of buildings ‒ [10 units of single storey chalet with a gross built‒up area of 10 0 m2 each].

sum

Metal

E341

Individual buildings ‒ [50 m x 1 0 m steel portal frame factory].

sum

E342

Group of buildings ‒ [2 units of 10 m x 6 m steel stores].

sum

No predominant material

E351

Individual buildings ‒ [single storey reinfoced concrete frame with brick infill and steel roof structure h ouse of total gross built‒up area of 300 m2].

sum

E352

Group of buildings ‒ [single storey reinfoced concrete frame with brick infill and steel roof structure chalet of gross built‒up area of 100 m2 each].

sum

E400

STRUCTURES Concrete

E411

Above ground ‒ [10 m long x 6 m wide x 6 m deep mixing chamber].

sum

E412

Below ground ‒ [Precast concrete box culverts including headwall, wingwall and foundation 20 m long x 3 m wide x 2 m deep].

sum

Brickwork and Masonry

E421

Above ground ‒ [2 m x 2 m x 3 m high manhole].

sum

E422

Below ground ‒ [2 m x 2 m x 3 m deep manhole].

sum

Timber

E431

Above ground ‒ 3 m x 3 m timber shed.

sum





Code No.

Description

Unit

Above ground ‒ [2 m x 2 m x 20 m high truss support to cooling tower].

sum

Qty.

Rate

Amount (RM)

Metal

E441

No Predominant Material

E451

Above ground ‒ [10 m long x 6 m wide x 3 m high water tank with timber roof].

sum

E452

Below ground ‒ [10 m x 6 m wide x 5 m deep tank with steel bracing].

sum

E500

PIPELINES Demolition of pipelines shall be deemed to include demolition and removal of supports.

E510

[Dismantle 400 mm DN elevated mild steel pipeline]. The pipeline shall become the property of the Employer and shall be delivered to the store at (…….).

m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class E: Demolition and Site Clearance

Page BQE1 Page BQE2 Page BQE3

Total of Class E carried to Grand Summary



CLASS F Earthworks Item No.

Code No.

Description

Unit

F111.1

Topsoil of average depth of 150 mm and disposed to the Contractor's dumpsite as approved by the Engineer/S.O./P.D.

m2

F111.2

Topsoil of average depth of 150 mm and stockpile for reuse as top soil for turfing.

m2

F100

Qty.

Rate

Amount (RM)

EXCAVATION Stripping

Cut to Fill

Excavation in cut shall be deemed to include trimming and preparation of excavated surface and transportation from source to place of fill or disposal.

F121.1

Excavate in earth material from original ground level [to form embankment].

m3

F121.2

Excavate in earth material commencing from [104 m] [to form embankment].

m3

F121.3

Excavate manually in earth material commencing from [104 m] to [103.5 m].

m3

F122

Excavate in natural hard material to form embankment.

m3

F123.1

Excavate in rock material by open blasting [to form embankment].

m3

F123.2

Excavate in rock material by controlled blasting [to form embankment].

m3

F123.3

Excavate in rock material by hydraulic rock breaker [to form embankment].

m3

F123.4

Excavate in rock material by pneumatic tools [to form embankment].

m3

Cut and Dispose

Excavation in cut shall be deemed to include trimming and preparation of excavated surface and transportation from source to place of fill or disposal.

F131.1

Excavate in earth material commencing from [104 m] to [100 m] to disposal site approved by the Engineer/S.O./P.D.

m3

Page Total carried to Summary of Class F


Class F: Earthworks Page BQF38 of BQF173


Code No.

Description

Unit

F131.2

Excavate in earth material commencing from [104 m] to [100 m] to disposal site approved by the Engineer/S.O./P.D. [Rate to include compaction at disposal site].

m3

Excavate in natural hard material by ripper unit commencing from [104 m] to [100 m] to disposal site approved by the Engineer/S.O./P.D.

m3

F133.1

Excavate in rock by controlled blasting commencing from [104 m] to [100 m] to disposal site approved by the Engineer/S.O./P.D.

m3

F133.2

Excavate in rock by open blasting commencing from [104 m] to [100 m] to disposal site approved by the Engineer/S.O./P.D.

m3

F134

Excavate in artificial hard material by hydraulic rock breaker to disposal site approved by the Engineer/S.O./P.D.

m3

F135

Excavate in unsuitable material commencing from [104 m] to [103 m] to disposal site approved by the Engineer/S.O./P.D.

m3

F132

Qty.

Rate

Amount (RM)

Foundation

Excavation for foundation shall include upholding sides of excavation, preparation of excavated surface, additional excavation to provide working space and removal of dead services.

F141

Excavate in earth material commencing from level [104 m] to [102 m] to [clear water tank].

m3

F142

Excavate in natural hard material using ripper unit commencing from level [104 m] to [ 102 m] to [raft foundation for chemical building].

m3

F143

Excavate in rock using [hydraulic rock breaker] commencing from level [104 m] to [ 101 m] to [raft foundation for treated water pumping station].

m3

F144

Excavate in artificial hard material at [TNB sub-station].

m3

F145

Excavate in unsuitable material commencing from level [102 m] to [101 m] at [clear water tank].

m3

F150

Excavate under water at Sg. (…) from river bed level of [54 m] to [52 m]. Rate shall include all necessary temporary work.

m3





Code No.

Description

Unit

F161

Provision of plant and equipment for dredging work at Sg. (….). Rate to include mobilisation and demobilisation.

sum

F162

Excavation by dredging at Sg. (…..) to limits as shown in Drawing No. (……). Rate shall include transportation from source to place of disposal and mopping up of silt which accumulates after the Final Surface has been reached.

m3

F200

EXCAVATION ANCILLARIES

Qty.

Rate

Amount (RM)

Double Handling of Excavated Material

F211

In earth material to temporary stockpile approved by the Engineer/S.O./P.D.

m3

F212

In natural hard material to temporary stockpile approved by the Engineer/S.O./P.D.

m3

F213

In rock to temporary stockpile approved by the Engineer/S.O./P.D.

m3

F214

In artificial hard material to temporary stockpile before final disposal.

m3

F230

Timber support left-in.

m2

F240

Metal support left-in.

m2

F300

FILLING

The following items for filling shall include compaction, and additional filling necessitated by settlement or penetration into underlying material as applicable.

General

F311

Using suitable excavated material to grading limits as per Specification clause (……).

m3

F312.1

Imported material from Contactor's own source with grading limits as per Specification clause (…..).

m3

F312.2

Imported material from borrow pit as shown in the drawing with grading limits as per Specification clause (…..).

m3

Grade C20 mass concrete.

m3

F313





Code No. F314

Description Other stated material – granular material as per Specification clause (…..).

Unit

Qty.

Rate

Amount (RM)

m3

Embankments

F321

Using suitable excavated material to grading limits as per Specification clause (……) to form embankment. Rate to include formation of benches.

m3

F322

Imported material from Contactor's own source with grading limits as per Specification clause (…..) to form embankment. Rate to include formation of benches.

m3

F323

Grade C20 mass concrete.

m3

F324

Other stated material – granular material as per Specification clause (…..) to form drainage layer to embankment.

m3

Replacement

F331

Replace unsuitable material using excavated material.

m3

F332

Replace unsuitable material using imported material from Contactor's own source.

m3

F333

Replace excavated unsuitable material with Grade C20 mass concrete.

m3

F334

Other stated material – granular material as per Specification clause (…..) to replace unsuitable material.

m3

F340.1

To structures – filling around column stumps.

m3

F340.2

To structures – filling sides of wall above raft foundation.

m3

F350

Filling to embankment at Sg. (….) below water level.

m3

F400

FILLING ANCILLARIES

F410

[Continuous polypropylene filament, nonwoven] geotextile with tensile strength of 19 kN/m, effective opening size of 0.09mm and nominal mass of 250 g/m2 as per Specification clause (….).

m2





Code No. F5 00

Description

Unit

Qty.

Rate

Amount (RM)

LANDSCAPING

Items for landscaping shall be deemed to include digging, planting media, bedding, stalking, protection, watering, weeding, required fertilising, and replacement of dead item until the vegetation is established.

F510.1

Spot turfing to flat areas.

m2

F510.2

Close turfing to slopes. Rate to include pegging down with stakes.

m2

F520.1

Hydroseeding as per Specification clause (….).

m2

F520.2

Hydroseeding with fibromat or equivalent.

m2

F530

Bio-degradable erosion control blanket to slope of embankment with fastening hook at […mm] spacing. Rate to include fastening hook and netting.

m2

F540

Vertiver grass or equivalent at 250 mm spacing (in group of 3 rows).

m

F550

Trees of the (….) species with minimum girth of [200 mm] and [3 m] tall.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class F: Earthworks

Page BQF1 Page BQF2 Page BQF3 Page BQF4 Page BQF5

Total of Class F carried to Grand Summary



CLASS G Geotechnical Work Item No.

Code No.

Description

Unit

G100

PLANT AND EQUIPMENT

G110

Provision of all necessary plant and equipment, transportation to the Site, handling, assembling, and removal off the Site after completion of operation.

sum

G120

Moving and handling all necessary plant and equipment within the Site and from location to location as often as is and whenever necessary for the execution of whole operation.

sum

G130

Temporary staging.

sum

G200

RETAINING STRUCTURES

Qty.

Rate

Amount (RM)

Gabion

G211.1

[1.0 m x 1.0 m x 1.0 m] rock-filled gabion with PVCcoated wire gauge size of [2.7 mm] as per Specification clause (….) and as shown in the drawings.

m3

G211.2

[2.0 m x 1.0 m x 1.0 m] rock-filled gabion with PVCcoated wire gauge size of [2.7 mm] as per Specification clause (….) and as shown in the drawings.

m3

G211.3

[1.0 m x 1.0 m x 1.0 m] rock-filled gabion with PVCcoated wire gauge size of [2.7 mm] as per Specification clause (….) and as shown in the drawings. Rate to include for laying underwater.

m3

G212

Rock-filled gabion mattress, [300 mm] thick with PVCcoated wire gauge size of [2.7 mm] as per Specification clause (….) and as shown in Drawing No. (....).

m2

G213

Non-woven geotextile as separator as per Specification clause (….).

m2

Cribwall

Item for cribwall shall be deemed to include precast reinforced concrete (Grade 30) components and granular infill material as per Specification clause (….).

G221

Single cell with [1200 mm] header as shown in Drawing No. (….).

m2

G222

Double cell with [1200 mm + 1200 mm] header as shown in Drawing No. (…..).

m2

Page Total carried to Summary of Class G


Class G: Geotechnical Work Page BQG44 of BQG173


Code No.

Description

Unit

G223

Triple cell with [1650 mm + 1650 mm + 1200 mm] header as shown in Drawing No. (…….).

m2

G224

Quadruple cell with [1200 mm + 1200 mm + 1200 mm + 1200 mm] as shown in Drawing No. (……..).

m2

G225

Non-woven geotextile as separator as per Specification clause (….).

m2

Qty.

Rate

Amount (RM)

Reinforced Soil Slope

G231

Woven geotextile with minimum long term design strength of [100 kN/m] as soil reinforcement as per Specification clause (….).

m2

G232

Geogrid with minimum long term design strength of [75 kN/m] as soil reinforcement as per Specification clause (….).

m2

G233

Reinforced earth filling as per Specification clause (….) and as shown in Drawing No. (….).

m3

G234

Reinforced granular filling as per Specification clause (….) and as shown in Drawing No. (….).

m3

G235

[HDPE] erosion protection mats with minimum tensile strength of [1.4 kN/m] as per Specification clause (….).

m2

Reinforced Soil Wall

[Precast reinforced concrete wall facing panels], rate to include galvanised steel soil reinforcement, connections and jointing, geotextile, and accessories for wall joints for wall height:

G241.1

Not exceeding 6 m.

m2

G241.2

Exceeding 6 m but not exceeding 9 m.

m2

G241.3


m2

G241.4


m2

G242

Reinforced earth filling as per Specification clause (….).

m3

G243

Reinforced granular filling as per Specification clause (….).

m3

G244

[350 mm wide x 150 mm thick G20 mass concrete] leveling pad.

m





Code No.

Description

Unit

G245

Pull out test, rate to include all necessary equipment and submission of procedure, records, and report.

nr

G300

SLOPE STABILISATION

Qty.

Rate

Amount (RM)

Soil Nailing

Rate for soil nailing shall be deemed to include drilling of borehole, corrugated HDPE pipe if applicable, sleeve grouting, sealant compound, galvanised steel bearing plate, and all necessary formwork.

[100 mm dia.] soil nail with [T25] reinforcement bar as shown in Drawing No. (....). G311.1

[6 m] long.

nr

G311.2

[9 m] long.

nr

G311.3

[12 m] long.

nr

Pull out test on soil nail, rate to include all necessary equipment and submission of procedure, records, and report. G312.1

To [1.5] times the working load of 50 kN.

nr

G312.2


nr

G312.2


nr

Rock Bolt

Rate for rock bolt shall be deemed to include drilling of borehole, reinforcement bar, reinforced concrete pad, sleeve grouting, sealant compound, and all necessary formwork. Type A with T32 bolt as shown in Drawing No. (….).

G321.1

[2 m] long.

nr

G321.2

[4 m] long.

nr

Pull out test on rock bolt as specified, rate to include all necessary equipment and submission of procedure, records, and report.

nr

G322





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Ground Anchor

Rate for ground anchor shall be deemed to include prestressed tendons, drilling, grouting, concreting, and all necessary formwork. [Type 1] ground anchor as shown in Drawing No. (….).

G331

In earth.

m

G332

In natural hard material.

m

G333

In rock.

m

G334

Pull out test on ground anchor as per Specification clause (….), rate to include all necessary equipment and submission of procedure, records, and report.

nr

Concrete Buttress

Rate for concrete buttress shall be deemed to included steel fabric mesh, PVC drain pipe, dowel bars, filter material, and all necessary formworks.

G340.1

[G25] concrete buttress with average thickness [not exceeding 300 mm].

m2

G340.2

[G25] concrete buttress with average thickness [exceeding 300 mm but not exceeding 400 mm].

m2

Horizontal Drain

Rate for horizontal drain shall be deemed to include drilling and perforated pipe. [100 mm] diameter uPVC horizontal drain as shown in Drawing No. (….). G351

In earth.

m

G352

In rock.

m

G400

SURFACE PROTECTION

G410

[100 mm] thick [G25] guniting. Rate shall be deemed to include steel fabric mesh, PVC drain pipe, dowel bar, and filter material as shown in Drawing No. (….).

m2





Code No.

Description

Unit

G420

[150 mm thick] concrete articulating slab as per Specification clause (….) and as shown in Drawing No. (....). Rate to include prepartion of surface, blinding, aggregate, geotextile, and all necessary concrete and formwork.

m2

G430

Rock netting with PVC-coated wire gauge size of [2.7 mm] as per Specification clause (….). Rate to include all necessary accessories.

m2

G440

[250 mm] thick stone pitching as per Specification clause (….).

m2

G450

[250 mm] thick stone revetment as per Specification clause (….).

m2

G500

GROUND TREATMENT

G510

[100 mm x 3 mm] prefabricated vertical drains as per Specification clause (…………).

m

G520

Dynamic compaction using [10 tonne] drop hammer with [five] drops at height of 15 m.

nr

G530

Vibro compaction up to depth of [10 m] as per Drawing No (….)

nr

G540

1000 mm diameter sand column as per Specification clause (….).

m

G550

1000 mm diameter aggregate column as per Specification (….).

m

G560

1000 mm diameter stone column as per Specification (….).

m

G570

1000 mm diameter cement column as per Specification (….).

m

G600

GROUTING W ORK

Qty.

Rate

Amount (RM)

Drilling for [50 mm] diameter grout holes for depth not exceeding [10 m] in: G611

Earth.

m

G612

Rock; rate to include drilling in natural and artificial hard material.

m

G620

uPVC sleeve pipes for [50 mm] diameter grout hole. Rate to include grouting of annulus space between the sleeve pipe and the drill holes.

m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Grout Injection

Grout mixed components: G631

Cement.

t

G632

Sand.

t

G633

Bentonite.

t

G634

Aluminium powder.

kg

Connection for grouting for the following. Rate to include provision of packer as expressly required.

G640.1

Ascending stage with single packer setting.

nr

G640.2

Descending stage with double packer setting.

nr

G650

Water pressure test as per Specification clause (….).

nr

G700

DIAPHGRAGM WALLS Excavation Excavation for [1.2 m] thick diaphragm wall not exceeding depth 15 m for the following. Rate to include preparation and upholding sides of excavation.

G711

Earth.

m3

G712

Natural hard material.

m3

G713

Rock.

m3

G714

Artificial hard material.

m3

G720

[Grade C40] tremie mix concrete.

m3

Reinforcement, Rate To Include Labour for Cutting, Bending and Placing Mild steel bar reinforcement

G731.1

Nominal diameter: [10 mm].

t

G731.2


t

High tensile steel bar reinforcement

G732.1


t

G732.2


t





Code No.

Description

Unit

G732.3


t

G732.4


t

G732.5


t

G740

Waterproofed joints.

G750

Guide walls.

m

G760

Preparing top of walls to receive cappings as per Specification clause (….).

m

G770

Preparing cast in pockets or chases as shown in Drawing No. (....).

m

Qty.

Rate

Amount (RM)

sum





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class G: Geotechnical Work

Page BQG1 Page BQG2 Page BQG3 Page BQG4 Page BQG5 Page BQG6 Page BQG7

Total of Class G carried to Grand Summary



CLASS H Piling Work Item No.

Code No.

Description

Unit

H100

PLANT AND EQUIPMENT

H110

Provision of all necessary piling plant and equipment, transportation to the Site, handling, assembling, and removal off the Site after completion of operation.

sum

H120

Moving and handling of all piling plant and equipment within the Site and from location to location as often as is, and whenever necessary for the execution of the whole piling operation.

sum

H130

Temporary staging [for piling work at the banks of Sg. (…..)].

sum

H200

PILES

Qty.

Rate

Amount (RM)

Items for piling work shall be deemed to include piling records and disposal of excavated and surplus materials.

Bored Piles

Items for bored piles shall be deemed to include temporary casings, stabilising agent, and enlarged bases.

[900 mm] diameter bored piles as working piles. H211.1

Boring in earth, up to [20 m] for [50] nos. of pile points.

m

H211.2

Boring in earth, raked at inclination of ratio [1:5] for [10] nos. of pile points.

m

H212.1

Boring through rock, up to [10 m] for [50] nos. of pile points. Rate to include natural and artificial hard material.

m

H212.2

Boring through rock and raked at inclination ratio of [1:6] for [10] nos. of pile points. Rate to include natural and artificial hard material.

m

H213

[12 mm] thick mild steel permanent casings. Rate to include the supply and jointing of casings, driving heads, and shoes.

m

H214

High tensile reinforcement straight bars, nominal diameter not exceeding 20 mm. Rate to include supporting reinforcement.

t

Page Total carried to Summary of Class H


Class H: Piling Work Page BQH52 of BQH173


Code No.

Description

Unit

H215

High tensile reinforcement straight bars, nominal diameter exceeding 20 mm. Rate to include supporting reinforcement.

t

H216

High tensile reinforcement helical bars, nominal diameter exceeding 20 mm.. Rate to include supporting reinforcement.

t

H217

Concreted length with grade [C40/20].

m

H218

Cut-off piles. Rate to include preparing heads.

nr

Qty.

Rate

Amount (RM)

Driven Cast I n situ Concrete Piles

[900 mm] diameter cast in situ concrete piles as working piles. H221

Drive [12 mm] thick mild steel casing in earth for [50] nos. of pile points. Rate to include pre-boring.

m

H222

Boring through rock. Rate to include natural and artificial hard material.

m

Reinforcement straight bars nominal diameter: H224

High tensile reinforcement straight bars, nominal diameter not exceeding 20mm. Rate to include supporting reinforcement.

t

H225


t

H226

High tensile reinforcement 12 mm diameter helical bars. Rate to include supporting reinforcement.

t

H227

Concreted length with grade [40/20].

m

H228


nr

Caisson Piles

[2500 mm] diameter caisson piles as working piles.

H231

Excavate in earth, up to [20 m] for [25] nos. of pile points.

m

H232

Excavate through rock, up to [10 m] for [25] nos. of pile points. Rate to include natural and artificial hard material.

m

H233

[20 mm] thick mild steel permanent casings. Rate to include the supply and jointing of casings, driving heads, and shoes.

m





Code No.

Description

Unit

H234


t

H235


t

H236

High tensile reinforcement helical bars. Rate to include supporting reinforcement.

t

H237

Concreted length with grade [C40/20].

m

Qty.

Rate

Amount (RM)

Micropiles

[200 mm] diameter micropiles as working piles. H241

Boring in earth, up to [20 m] for [30] nos. of pile points.

m

H242

Boring through rock, up to [10 m] for [30] nos. of pile points. Rate to include natural and artificial hard material.

m

H243

Supply and install [127 mm OD x 9 mm thick Grade N80 API pipe].

m

H244


t

H245


t

H246

High tensile reinforcement helical bars. Rate to include supporting reinforcement.

t

H247

Grouting with non-shrink cement grout Grade [C30] as specified into drilled hole. Rate shall include excess cement required when the grout volume exceeded the theoretical volume.

m3

H248


nr

Precast Reinforced Concrete Piles

[200 mm] G40 square precast reinforced concrete piles with a working load of [….] kN. H251.1

Supply initial piles with rock shoes of [12 m] length.

nr

H251.2

Supply extension piles of [9 m] length.

nr





Code No.

Description

Unit

H252.1

Depth driven.

m

H252.2

Depth driven raked at inclination ratio of [1:6].

m

H252.3

Depth driven using jack-in method.

m

H253

Pre-boring, [18.0 m] depth. Rate to include backfilling between the pile and the bore.

m

H254

Jointing with butt weld all round as shown in Drawing No. (….).

nr

H256


nr

Qty.

Rate

Amount (RM)

Precast Prestressed Concrete Piles

[600 mm] diameter spun piles with a working load of [….] kN. H261.1

Supply initial pile with rock shoes of [12 m] len gth.

nr

H261.2

Supply extension pile of [9 m] length.

nr

H262.1

Depth driven.

m

H262.2


m

H262.3


m

H263

Pre-boring, [18.0 m] depth. Rate to include backfilling between the pile and the bore.

m

H264


nr

H265

Filling hollow piles with concrete grade [C30]. Rate to include removal of materials from within the piles before concreting.

m

H266


nr

Steel H-Piles

533 mm x 210 mm x 138 kg/m UB Grade 43A. H271

Supply of steel H-piles with metal-filled primers of [6 m] length. Rate to include cathodic protection using the impressed current system as per Specification clause (…..).

nr

H272.1

Depth driven.

m

H272.2


m

H272.3


m





Code No.

Description

Unit

H273

Jointing with welded splice plates as shown in Drawing No. (…..).

nr

H274


nr

Qty.

Rate

Amount (RM)

Steel Pipe Piles

[323.9 OD x 10 mm thick x 77.4 kg/m] mild steel pipe piles Grade 43A. H281

Supply of steel pipe piles with metal-filled primers of [9 m] length. Rate to include cathodic protection using the sacrificial anode system as per Specification clause (…..).

nr

H282.1

Depth driven.

m

H282.2


m

H282.2


m

H283


nr

H284


nr

H300

PILES Timber Piles

[150 mm square] Grade B, Kempas timber piles pressure treated with CCA. H311

Supply in [12 m] length.

nr

H312.1

Depth driven.

m

H312.2


m

H312.3


m

H313

Jointing using mild steel welded boxes [450 mm] long fabricated from 5 mm thick plates.

nr

H314


nr

Precast Prestressed Concrete Sheet Piles

[996 mm wide x 325 mm high x 110 mm thick] with cross section area of 1315 cm2 precast pretressed concrete sheet piles. H321


nr

H322

Depth driven.

m2

H323


m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Interlocking Steel Sheet Piles

Interlocking Grade 43A steel sheet piles, [Z-section] , at 66.1 kg/m, section modulus of 1200 cm ³/m.

H331


m

H332

Depth driven.

m2

H333

Special piles for 90 corners with mass of 14.4 kg/m.

m

H334


m

H335

305 mm x 165 mm x 54 kg/m Grade 43A universal beam as waling. Rate to include supply and installation.

m

H336

[Type 1] ground anchor as shown in Drawing No. (….).

nr

H400

MISCELLANEOUS WORK

o

Obstructions

H411

Excavation through obstructions for [900 mm diameter bored piles].

H500

PILE TESTS

m

H510.1

Initial static load test on 900 mm diameter bored pile up to two times working load of 16,000 kN.

nr

H510.2

Subsequent static load test, on 900 mm diameter bored pile up to two times working load of 16,000 kN (Test load of 32,000 kN).

nr

H510.3

Static load test on preliminary 300 mm diameter precast prestressed concrete pile to failure (Test load of ….kN).

nr

H520

PDA test on [300 mm] diameter prestressed concrete pile.

nr

H530

Pile integrity test (sonic echo test) on [300 mm] diameter prestressed concrete pile.

nr

H540

Sonic logging test on 900 mm diameter bored piles as per Specification clause (….).

nr

H550

Lateral test on [300 mm] diameter prestressed concrete pile.

nr

H560

Statnamic test on [300 mm] diameter prestressed concrete pile.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class H: Piling Work

Page BQH1 Page BQH2 Page BQH3 Page BQH4 Page BQH5 Page BQH6

Total of Class H carried to Grand Summary



CLASS I Concrete Work Item No.

Code No. I100

Description

Unit

Qty.

Rate

Amount (RM)

IN SITU CONCRETE DESIGN MIX Rate for in situ concrete designed mix shall be deemed to include placing and compaction of concrete.

Grade C15 Concrete

I1 11.1

Mass concrete blinding, [50 mm] thick [to footing].

m2

I111.2

Mass concrete blinding, [50 mm] thick [to raft foundation].

m2

Mass concrete benching to sumps.

m3

I112

Grade: C20

I121

Mass concrete blinding, [75 mm] thick [to clear water tank].

m2

I122.1


m3

I122.2

Mass concrete benching to trenches.

m3

I122.3

Mass concrete surround to pipes.

m3

I122.4

Mass concrete screed to fall for roof.

m3

Grade: C25

I132.1

Reinforced concrete to base of [valve chamber].

m3

I132.2

Reinforced concrete to footing of [guard house].

m3

I132.3

Reinforced concrete to pile caps of [workshop].

m3

I132.4

Reinforced concrete to ground slab to [store].

m3

I133

Reinforced concrete to olumns of [guard house].

m3

I134

Reinforced concrete beams to [workshop].

m3

I135

Reinforced concrete to walls of [valve chambers].

m3

I136

Reinforced concrete to suspended slabs [at first floor of workshop].

m3

I137

Other concrete forms, reinforced concrete to [steps and staircase].

m3

Page Total carried to Summary of Class I


Class I: Concrete Work Page BQI59 of BQI173


Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Grade: C30

I142.1

Reinforced concrete base to [trenches].

m3

I142.2

Reinforced concrete footings to [Administration Building].

m3

I142.3

Reinforced concrete pile caps to [Workshop].

m3

I142.4

Reinforced concrete ground slab to [Workshop].

m3

I143

Reinforced concrete columns to [Administration Building].

m3

I144

Reinforced concrete beams to [Administration Building].

m3

I145

Reinforced concrete walls to [trenches].

m3

I146


m3

I147


m3

Grade: C35

I152.1

Reinforced concrete base to [elevated water tank].

m3

I152.2

Reinforced concrete to footings [of TNB sub-station].

m3

I152.3

Reinforced concrete pile caps.

m3

I152.4

Reinforced concrete ground slabs.

m3

I153.1

Reinforced concrete to columns for [Chlorine Building].

m3

I153.2

Reinforced concrete to piers for [pedestrian brudge].

m3

I154

Reinforced concrete beams to [pedestrian bridge].

m3

I155

Reinforced concrete walls to [bridge abutment].

m3

I156

Reinforced concrete suspended slabs to [bridge deck].

m3

I157

Other concrete forms.

m3





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Grade: C35A

I162

Reinforced concrete bases to [clear water tank].

m3

I163

Reinforced concrete columns to [clear water tank].

m3

I164

Reinforced con cr ete beams [to support static mixer].

m3

I165

Reinforced concrete walls to [clear water tank].

m3

I166

Reinforced concrete suspended [flat] slabs to [roof of clear water tank].

m3

I167

Other concrete forms – mass concrete benching to [washwater channel].

m3

Grade: C40

I172.1

Reinforced concrete bases.

m3

I172.2

Reinforced concrete footings.

m3

I172.3


m3

I172.4


m3

I173.1

Reinforced concrete columns.

m3

I173.2

Reinforced concrete piers.

m3

I174

Reinforced concrete beams.

m3

I175

Reinforced concrete walls.

m3

I176

Reinforced concrete suspended slabs.

m3

I177


m3

Grade: C50

I182.1

Reinforced concrete bases.

m3

I182.2

Reinforced concrete footings.

m3

I182.3


m3

I182.4


m3

I183.1


m3

I183.2

Reinforced concrete piers.

m3





Code No.

Description

Unit

I184


m3

I185


m3

I186


m3

I187


m3

I200

IN SITU CONCRETE PRESCRIBED MIX

Qty.

Rate

Amount (RM)

Rate for in situ concrete prescribed mix shall be deemed to include placing and compaction of concrete.

1:3:6

I211

Mass concrete blinding, [50 mm] thick [to footing].

m2

I212


m3

1:2:4

I221

Mass concrete blinding, [75 mm] thick [to clear water tank].

m2

I222.1


m3

I222.2

Mass concrete benching to trenches.

m3

I222.3

Mass concrete surround to pipes.

m3

I222.4

Mass concrete screed to fall for roof.

m3

I223


m3

I224


m3

I225


m3

I226


m3

I227


m3

1:1.5:3

I232.1

Reinforced concrete base to [trenches].

m3

I232.2

Reinforced concrete footings to [Administration Building].

m3

I232.3

Reinforced concrete pile caps to [Workshop].

m3

I232.4

Reinforced concrete ground slab to [Workshop].

m3





Code No.

Description

Unit

I233

Reinforced concrete columns to [Administration Building].

m3

I234

Reinforced concrete beams to [Administration Building].

m3

I235

Reinforced concrete walls to [trenches].

m3

I236


m3

I237


m3

Qty.

Rate

Amount (RM)

1:1:2

I242.1

Reinforced concrete base to [elevated water tank].

m3

I242.2

Reinforced concrete to footings [of TNB sub-station].

m3

I242.3


m3

I242.4


m3

I243

Reinforced concrete to columns for [Chlorine Building].

m3

I244

Reinforced concrete beams to [pedestrian bridge].

m3

I245

Reinforced concrete walls to [bridge abutment].

m3

I246

Reinforced concrete suspended slabs to [bridge deck].

m3

I247


m3

I300

PRECAST CONCRETE

Item for precast concrete shall be deemed to include reinforcement, formwork, joints, and finishes; and items for prestressed precast units shall include prestressing.

I310.1

[Grade C35] [400 mm x 300 mm x 4 m long] columns to first floor.

nr

I310.2

[Grade C45] columns with dimension as shown in Drawing No. (…) to mezzanine floor.

nr





Code No.

Description

Unit

I320

[Grade 45] [600 mm x 300 mm x 6 m long] beams to first floor.

nr

I330

[Grade 45] prestressed pre-tensioned main beam, [ Isection 800 mm x 1400 mm x 22 m long] as per Drawing No. (…..) and Specification clause (……).

nr

I340

[Grade 45] Prestressed post-tensioned main beam,[ Tsection 800 mm x 1400 mm x 22 m long] as per Drawing No. (…..) and Specification clause (……).

nr

I350

[Grade 35], 6 m x 3 m x 150 mm thick walls to the first floor up to the fourth floor.

nr

I360

[Grade 35] [half] slab, [3 m x 2 m x 75 mm thick] to the first floor.

nr

I370

Segmental units with dimensions as shown in Drawing No. (……)

nr

I380

Units for subways and vehicular or pedestrian culverts and ducts with dimensions as shown in Drawing No. (….)

m

I400

FORMWORK

Qty.

Rate

Amount (RM)

Rate for formwork shall be deemed to include the projections and intrusions and any temporary staging required. Sides

I411.1

F1: rough finish to bases.

m2

I411.2

F1: rough finish to footings.

m2

I411.3

F1: rough finish to pile caps.

m2

I411.4

F1: rough finish to ground slabs.

m2

I412.1

F2: fair finish to columns.

m2

I412.2

F2: fair finish to piers.

m2

I412.3

F3: smooth finish to columns.

m2

I412.4

F3: smooth finish to piers.

m2

I413.1

F2: fair finish to beams.

m2

I413.2

F3: smooth finish to beams.

m2

I414.1

F2: fair finish to walls.

m2





Code No.

Description

Unit

I414.2

F3: smooth finish to walls.

m2

I414.3

F3: smooth finish to walls, curved on plan.

m2

Qty.

Rate

Amount (RM)

Soffit

I425.1

F2: fair finish to suspended slabs.

m2

I425.2

F3: smooth finish to suspended slabs.

m2

I425.3

F3: smooth finish to curved roof slabs.

m2

Sides and Soffit

I433.0

F2: fair finish to beams.

m2

I433.0

F3: smooth finish to beams.

m2

Sloping

I441

F2: fair finish to upper surface to base, [height 0.3 – 0.5 m].

m2

I442

F2: fair finish to columns, [0.3 – 0.4 m].

m2

I444

F3: smooth finish to walls, [width 0.6 m – 0.3 m].

m2

For Voids

I451

[300 x 300 x 150 mm deep] opening.

nr

I452

[1 m x 2 m x 1.5 m deep] opening in wall.

m2

I5 00

REINFORCEMENT

Rate for reinforcement shall be deemed to include labour for cutting, bending, and placing. Mild Steel Bars

I511

Nominal diameter: 6 mm.

t

I512


t

I513


t

I514


t

I515


t

I516


t

I517


t





Code No. I518

Description Nominal diameter: larger than 40 mm.

Unit

Qty.

Rate

Amount (RM)

t

High Tensile Bars

I521


t

I522


t

I523


t

I524


t

I525


t

I526


t

I527


t

I528

Nominal diameter: larger than 40 mm.

t

Reinforcing Bars of Other Stated Material

I531


t

I532


t

I533


t

I534


t

I535


t

I536


t

I537


t

I538

Nominal diameter: larger than 40 mm.

t

I540.1

Special joints using [500 mm long] mechanical grip sleeve as per Specification clause (…) to [20 mm nominal diameter high tensile bars].

nr

I540.2

Special joints using [600 mm long sleeve filled with epoxy] as per Specification clause (….) to [20 mm nominal diameter high tensile bars].

nr

I550.1

High tensile steel fabric – mesh A98 (A4), 1.54 kg/m2.

m2

I550.2


m2

I550.3


m2





Code No.

Description

Unit

I550.4


m2

I550.5


m2

I550.6

High tensile steel fabric – mesh B196 (B5), 3.05 kg/m2.

m2

I550.7


m2

I550.8


m2

I550.9


m2

I550.10


m2

I550.11

High tensile steel fabric – mesh B1131 (B12), 1 0.90 kg/m2.

m2

I550.12

High tensile steel fabric – mesh C283 (C6), 2.61 kg/m2.

m2

I550.13


m2

I550.14


m2

I550.15


m2

I550.16


m2

I560

Fabric of other stated material.

m2

I600

CONCRETE ANCILLARIES

Qty.

Rate

Amount (RM)

Joints

Rate for joints shall be deemed to include formwork.

I611

Construction joint, [150 mm wide].

m

I612

Contraction joints, [200 mm wide]. [Rate to include surface of joint with two coats of polyether paint].

m





Code No. I613

Description

Unit

Expansion joints, [250 mm wide]. [Rate to include 25 mm thick resin bonded cork filler].

m

I614.1

[230 mm] wide rubber waterstop. Rate to include cutting and jointing of waterstops and provision of special fittings at angles and junctions.

m

I614.2

[230 mm] wide rubber waterstop with central bulb. Rate to include cutting and jointing of waterstops and provision of special fittings at angles and junctions.

m

I615.1

Sealed [20 mm x 20 mm] grooves with polyether sealant.

m

I615.2

Sealed [40 mm x 20 mm] grooves with polyether sealant.

m

I616

Dowels – plain, [25 mm diameter x 300 mm long] steel bars at [600 mm] centres.

nr

I617

Dowels – sleeved and capped, [25 mm diameter x 300 mm long] steel bars at [600 mm] centres.

nr

Qty.

Rate

Amount (RM)

Post-Tensioned Prestressing

Rate for prestressing shall be deemed to include ducts, jacking, grouting, and other components and tasks ancillary to prestressing. I621

Horizontal internal tendons in in situ concrete, [seven] wire standard strand to BS 5896, Class 1; [nominal diameter 12 mm]; concrete cone anchors to BS 1477, [7 – 10] length for Beam No. [2].

nr

I622

Inclined internal tendons in in situ concrete, [seven] wire standard strand to BS 5896, Class 1; [nominal diameter 12 mm]; concrete cone anchors to BS 1477, [7 – 10] length for Beam No. [2].

nr

I623

Horizontal internal tendons in precast concrete, [seven] wire standard strand to BS 5896, Class 1; [nominal diameter 12 mm]; concrete cone anchors to BS 1477, [7 – 10] length for Beam No. [2].

nr

I624

Inclined internal tendons in precast concrete, [seven] wire standard strand to BS 5896, Class 1; [nominal diameter 12 mm]; concrete cone anchors to BS 1477, [7 – 10] length for Beam No. [2].

nr

Finishing of Top Surfaces

Rate for finishing of top surfaces shall be deemed to include wood float or steel trowel. I631

Power float.

m2





Code No.

Description

Unit

I632

Class U3 finish.

m2

I633

Class U4 finish.

m2

Qty.

Rate

Amount (RM)

Finishing of Formed Surfaces

I641

Aggregate exposure using retarder.

m2

I642

Bush hammering.

m2

I643

Other stated surface treatment carried out after striking formwork.

m2

Inserts

I651

100 mm diameter GVC pipe.

m

I652.1

10 mm diameter, 25 mm deep expanding bot projecting from one surface.

nr

I652.2

15 mm diameter, 40 mm deep rag bolt projecting from one surface.

nr

I652.3

25 mm diameter, 100 mm long mild steel holding down bolt projecting from one concrete surface.

nr

I652.4

150 mm DN ductile iron pipe with puddle flange, projecting from both surfaces of concrete.

nr

I660

Grouting with [1:3 cement sand motar] under plate of size [200 mm x 200 mm].

nr

I700

ANCILLARY WORK FOR WATER RETAINING STRUCTURE

I710

Water proofing admixtures using [XYPEX] or equivalent to be in mix proportion as recommended by the manufacturer.

m3

I720

Water tightness testing of [1000 m3 clear water] tanks. Rate to include provision of water and all testing equipment as per Specification clause (……..).

m3

I730

Sterilizing and flushing of [1000 m3 clear water] tank. Rate to include provision of potable water and chemicals as per Specification clause (…..).

m3

Linings and Coatings

Rate for linings and coatings shall be deemed to include supply and installation/application. I741

[20 mm thick] high alumina cement lining to [inlet chamber].

m2





Code No.

Description

Unit

I742

[1 mm thick] PVC lining as per Specification clause (….) to sludge tanks.

m2

I743

[2 mm thick] HDPE lining as per Specification clause (….) to sludge tanks.

m2

I744

Sodium silicate solution as per Specification clause (….) to internal surfaces in contact with water of reservoir.

m2

I745

Epoxy coatings as per Specification clause (….) to sludge tanks.

m2

Qty.

Rate

Amount (RM)





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class I: Concrete Work

Page BQI1 Page BQI2 Page BQI3 Page BQI4 Page BQI5 Page BQI6 Page BQI7 Page BQI8 Page BQI9 Page BQI10 Page BQI11 Page BQI12

Total of Class I carried to Grand Summary



CLASS J Brickwork, Blockwork, and Masonry Item No.

Description

Code No. J100

Unit

Qty.

Rate

Amount (RM)

BRICKWORK

Item for brickwork shall be deemed to include joint reinforcement, movement joints, fixing ties, bonds to existing work, and fixing clamps. J111.1

[115 mm] thick [common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for vertical straight walls.

m2

J111.2

[115 mm] thick [cement sand brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for vertical straight walls.

m2

J111.3

[230 mm] thick [common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for vertical straight walls.

m2

J111.4

[230 mm] thick [cement sand brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for vertical straight walls.

m2

J111.5

[115 mm] thick [common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for vertical straight walls cavity wall construction type.

m2

J121.1

[115 mm] thick [common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for vertical curved walls.

m2

J121.2

[230 mm] thick [common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for vertical curved walls.

m2

J131

[Common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for battered straight walls, average thickness of [172.5 mm], varying from 230 mm to 115 mm.

m2

J141

[Common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for battered curved walls, average thickness of [172.5 mm], varying from [230 mm to 115 mm].

m2

J151

[115 mm] thick [common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar as vertical facing to concrete.

m2

J161

[Common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for battered facing to concrete, average thickness of [172.5 mm], varying from [230 mm to 115 mm].

m2

Page Total carried to Summary of Class J


Class J: Brickwork, Blockwork and Masonry Page BQJ72 of BQJ173


Description

Code No.

Unit

J171

[115 mm] thick [common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for casing to metal sections.

m2

J180.1

[Common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for [600 mm x 600 mm] column.

m3

J180.2

[Common brickwork] laid in stretcher bond, jointed in [1:3] cement mortar for [600 mm x 600 mm] piers.

m3

J200

Qty.

Rate

Amount (RM)

BLOCKWORK Item for blockwork shall be deemed to include joint reinforcement, movement joints, fixing ties, bonds to existing work, and fixing clamps.

J211

[115 mm] thick lightweight blockwork laid in stretcher bond and jointed in [1:3] cement mortar for vertical straight walls.

m2

J221

[115 mm] thick lightweight blockwork laid in stretcher bond and jointed in [1:3] cement mortar for vertical curved walls.

m2

J251

[115 mm] thick lightweight blockwork laid in stretcher bond and jointed in [1:3] cement mortar as vertical facing to concrete.

m2

J271

[115 mm] thick lightweight blockwork laid in stretcher bond and jointed in [1:3] cement mortar for casing to metal sections.

m2

J280.1

[Lightweight blockwork] laid in stretcher bond, jointed in [1:3] cement mortar for [600 mm x 600 mm] column.

m3

J280.2

[Lightweight blockwork] laid in stretcher bond, jointed in [1:3] cement mortar for [600 mm x 600 mm] piers.

m3

J300

MASONRY

Item for masonry shall be deemed to include fair face finish. J311

[300 mm] thick natural stone masonry jointed in [1:3] cement mortar flush pointed for vertical straight walls.

m2

J321

[300 mm] thick natural stone masonry jointed in [1:3] cement mortar flush pointed for vertical curved walls.

m2





Description

Code No.

Unit

J331

Natural stone masonry jointed in [1:3] cement mortar flush pointed for battered straight walls, average thickness of [172.5 mm], varying from [230 mm to 115 mm].

m2

J342

Natural stone masonry jointed in [1:3] cement mortar flush pointed for battered curved walls, average thickness of [225 mm], varying from [300 mm to 150 mm].

m2

J351

[300 mm] thick natural stone masonry jointed in [1:3] cement mortar flush pointed as vertical facing to concrete.

m2

J361

Natural stone masonry jointed in [1:3] cement mortar flush pointed for battered facing to concrete, average thickness of [172.5 mm], varying from [230 mm to 115 mm].

m2

J371

[200 mm] thick natural stone masonry jointed in [1:3] cement mortar flush pointed for casing to metal sections.

m2

J380.1

Natural stone masonry jointed in [1:3] cement mortar flush pointed for [600 mm x 60 0 mm] column.

m3

J380.2

Natural stone masonry jointed in [1:3] cement mortar flush pointed for [600 mm x 60 0 mm] piers.

m3

J400

Qty.

Rate

Amount (RM)

MISCELLANEOUS WORK Surface Features

J411.1

Brick on edge coping.

m

J411.2

Bullnosed copings.

m

J411.3

Rounded copings as shown in Drawing No. (…).

m

J411.4

Special sills as shown in Drawing No. (…).

m

J412

[100 mm] deep rebates in brickwall.

m

J413

Decorative cornices as shown in Drawing No. (….).

m

J414

Band courses for brickwall as shown in Drawing No. (…..).

m

J415

Bullnose corbel as shown in Drawing No. (….).

m

J416

Common brickwork pilasters as shown in Drawing No. (….).

m





Description

Code No.

Unit

J417

Brickwork plinths as shown in Drawing No. (….).

m

J418

[115 mm] thick fair facing brickwork.

m2

Qty.

Rate

Amount (RM)

Ancillaries

J421

Damp proof courses; width [115mm] to BS 743 Type D.

m

J422

Concrete Grade C20 infills of 50 mm thick.

m2

J423.1

Built-in 150 mm DN uPVC drainage pipes.

nr

J423.2

Built-in 50 mm DN uPVC cable ducts.

nr





Description

Code No.

Unit

Qty.

Rate

Amount (RM)

Summary of Class J: Brickwork, Blockwork, and Masonry

Page BQJ1 Page BQJ2 Page BQJ3 Page BQJ4

Total of Class J carried to Grand Summary



CLASS K Timber Work Item No.

Description

Code No.

Unit

Qty.

Rate

Amount (RM)

Timber work shall be deemed to include fixing components, fixing, fastening, boring, cutting, and jointing. K100

TIMBER COMPONENTS Grade A Heavy Hardwood; Wrot Finish

K111.1

[150 mm x 150 mm cengal to columns]; length not exceeding 6 m.

m

K111.2

[100 mm x 50 mm cengal to floor joist]; length not exceeding 6 m.

m

K112

[200 mm x 75 mm cengal to floor girders]; length exceeding 6 m.

m

Grade B Medium Hardwood; Wrot Finish

K121.1

[150 mm x 75 mm keruing ] with preservative treatment as per Specification clause (….) to [floor joists, girders, column……..]; length not exceeding 6 m.

m

K121.2

[150 mm x 75 mm keruing ], kiln dry as per Specification clause (….) to [floor joists, girders, column……..]; length not exceeding 6 m.

m

K122.1

[150 mm x 75 mm keruing ] with preservative treatment as per Specification clause (….) to [girders, ……..]; length exceeding 6 m.

m

K122.2

[150 mm x 75 mm keruing ], kiln dry as per Specification clause (….) to [girders, ……..]; length exceeding 6 m.

m

Grade C Light Hardwood; Wrot Finish

K131.1

[150 mm x 75 mm meranti ] with preservative treatment as per Specification clause (….) to [floor joists, girders, column……..]; length not exceeding 6 m.

m

K131.2

[150 mm x 75 mm meranti ], kiln dry as per Specification clause (….) to [floor joists, girders, column……..]; length not exceeding 6 m.

m

K132.1

[150 mm x 75 mm meranti ] with preservative treatment as per Specification clause (….) to [girders, ……..]; length exceeding 6 m.

m

K132.2

[150 mm x 75 mm meranti ], kiln dry as per Specification clause (….) to [girders, ……..]; length exceeding 6 m.

m

Page Total carried to Summary of Class K


Class K: Timber Work Page BQK77 of BQK173


Description

Code No.

Unit

Qty.

Rate

Amount (RM)

Grade D Softwood; Wrot Finish

K141

[150 mm x 75 mm damar minyak ], kiln dry as per Specification clause (….) to [floor joists, girders, column……..]; length not exceeding 6 m.

m

K142

[150 mm x 75 mm damar minyak ], kiln dry as per Specification clause (….) to [girders, ……..]; length exceeding 6 m.

m

K200

DECKING AND BOARDING

Rate for decking and boarding shall be deemed to include framework where expressly required; walls and soffits shall include for any temporary staging required. Grade A Heavy Hardwood; Wrot Finish

K211

[150 mm wide x 32 mm thick balau ] floor deck boards.

m2

K212.1

[100 mm wide x 12 mm thick balau ] panelling to wall. [Rate to include 50 mm x 50 mm balau studs at 600 mm centres as framework].

m2

K212.2

[150 mm wide x 40 mm thick cengal ] baffle wall to flocculation tanks.

m2

[100 mm wide x 12 mm thick balau ] panelling to ceiling. [Rate to include 50 mm x 50 mm balau studs at 600 mm centres as framework].

m2

K213


K221

[150 mm wide x 32 mm thick kempas ] with [preservative treatment] as per Specification clause (….) to floor deck.

m2

K222

[100 mm wide x 12 mm thick keruing ] with [peservative treatment to Specification clause (…..)] to wall panelling. [Rate to include 50 mm x 50 mm keruing studs at 600 mm centres as framework].

m2

K223

[100 mm wide x 12 mm thick keruing ] with [peservative treatment to Specification clause (…..)] for panelling to ceiling. [Rate to include 50 mm x 50 mm balau studs at 600 mm centres as framework].

m2





Description

Code No.

Unit

Qty.

Rate

Amount (RM)

Grade C lLght Hardwood; Wrot Finish

K231

[150 mm wide x 25 mm thick nyatoh ] with [preservative treatment] as per Specification clause (….) to floor deck.

m2

K232

[100 mm wide x 12 mm thick nyatoh ] with [peservative treatment to Specification clause (…..)] to wall panelling. [Rate to include 50 mm x 50 mm keruing studs at 600 mm centres as framework].

m2

K233

[100 mm wide x 12 mm thick nyatoh ] with [peservative treatment to Specification clause (…..)] for panelling to ceiling. [Rate to include 50 mm x 50 mm balau studs at 600 mm centres as framework].

m2


K241.1

[150 mm wide x 12 mm thick damar minyak ], [kiln dry as per Specification clause (….) to floor deck].

m2

K241.2

[150 mm wide x 12 mm thick sempilor ], [kiln dry as per Specification clause (….) to floor deck. [Rate to include 75 mm x 50 mm sempilor floor joists at 600 mm centres].

m2

K242

[100 mm wide x 12 mm thick damar minyak ], kiln dry as per Specification clause (…..)] to wall panelling. [Rate to include 50 mm x 50 mm damar minyak studs at 600 mm centres as framework].

m2

K243

[100 mm wide x 12 mm thick nyatoh ], kiln dry as per Specification clause (…..)] for panelling to ceiling. [Rate to include 50 mm x 50 mm damar minyak studs at 600 mm centres as framework].

m2

K300

MISCELLANEOUS WORK Grade A Heavy Hardwood; Wrot Finish

K311

[100 mm high x 12 mm thick chengal ] wall skirting to [floor].

m

K312

[Cengal ] hand rails with 75 mm x 75 mm post and 75 mm x 50 mm rails as shown in Drawing No. (………).

m





Description

Code No.

Unit

K313

[100 mm high x 50 mm wide chengal] cornice to ceiling with profile as shown in Drawing No. (…….).

m

K314

[50 mm wide x 25 mm high chengal] dado with profile as shown in Drawing No. (…….) to be fixed at [1.2 m] from the finished floor level.

m

Qty.

Rate

Amount (RM)


K321

[100 mm high x 12 mm thick kempas ] wall skirting to [floor]. Timber to be treated with preservatives as per Specification clause (….).

m

K322

[ Kempas ] hand rails with 75 mm x 75 mm post and 75 mm x 50 mm rails as shown in Drawing No. (………). Timber to be treated with preservatives as per Specification clause (….).

m

K323

[100 mm high x 50 mm wide kempas] cornice to ceiling with profile as shown in Drawing No. (…….). Timber to be treated with preservatives as per Specification clause (….).

m

K324

[50 mm wide x 25 mm high kempas] dado with profile as shown in Drawing No. (…….) to be fixed at [1.2 m] from the finished floor level. Timber to be treated with preservatives as per Specification clause (….).

m

Grade C Light Hardwood; Wrot Finish

K331

[100 mm high x 12 mm thick nyatoh ] wall skirting to [floor]. Timber to be treated with preservatives as per Specification clause (….).

m

K332

[ Nyatoh ] hand rails with 75 mm x 75 mm post and 75 mm x 50 mm rails as shown in Drawing No. (………). Timber to be treated with preservatives as per Specification clause (….).

m

K333

[100 mm high x 50 mm wide nyatoh] cornice to ceiling with profile as shown in Drawing No. (…….). Timber to be treated with preservatives as per Specification clause (….).

m

K334

[50 mm wide x 25 mm high nyatoh] dado with profile as shown in Drawing No. (…….) to be fixed at [1.2 m] from the finished floor level. Timber to be treated with preservatives as per Specification clause (….).

m





Description

Code No.

Unit

Qty.

Rate

Amount (RM)


K341

[100 mm high x 12 mm thick damar minyak ] wall skirting to [floor]. Timber to be kiln dry as per Specification clause (….).

m

K342

[ Damar minyak ] hand rails with 75 mm x 75 mm post and 75 mm x 50 mm rails as shown in Drawing No. (………). Timber to be kiln dry as per Specification clause (….).

m

K343

[100 mm high x 50 mm wide damar minyak] cornice to ceiling with profile as shown in Drawing No. (…….). Timber to be treated with preservatives as per Specification clause (….).

m

K344

[50 mm wide x 25 mm high damar minyak] dado with profile as shown in Drawing No. ( …….) to be fixed at [1.2 m] from the finished floor level. Timber to be treated with preservatives as per Specification clause (….).

m





Description

Code No.

Unit

Qty.

Rate

Amount (RM)

Su mmary of Class K: Timber Work

Page BQK1 Page BQK2 Page BQK3 Page BQK4 Page BQK5

Total of Class K carried to Grand Summary



CLASS L Metal Work Item No.

Code No. L100

Description

Unit

Qty.

Rate

Amount (RM)

SUPPLY AND ERECTION OF STRUCTURAL MEMBERS

Item for supply and erection of structural members shall be deemed to include delivery, protective and/or decorative surface treatment, fabrication, handling, hoisting, welded connections, bolted connections using bolts of nominal diameter less than 16 mm, and nondestructive testing as per Specification clause (...).

Supply and erection of structural members for frames; steel to [BS:4360]. Hot-Rolled Sections

L111

[457 mm x 191 mm x 98 kg/m] mild steel universal column to [Grade 43A, BS 4360].

t

L112

[457 mm x 152 mm x 82 kg/m] mild steel universal beam to [Grade 43A, BS 4360].

t

L113

[406 mm x 146 mm x 32.74 kg/m] universal beam as portal frame as shown in Drawing No. (….).

t

15 m span mild steel truss, Grade 43A: BS 4360 for 250 mm DN pipe stream crossing as shown in Drawing No. (….). L114.1

203 mm x 102 mm x 23 kg/m universal beam.

t

L114.2

150 x 75 x 10 mm thick x 17 kg/m angle.

t

L114.3

80 x 80 x 8 mm thick x 9.63 kg/m angle.

t

L114.4

60 x 60 x 6 mm thick x 5.42 kg/m angle.

t

L115

12.5 mm thick x 103.1 kg/m2 Grade 43A mild steel chequred plates to BS 4360 as decking.

t

L116

[200 x 68 x 16 mm thick x 4.75 kg/m C-channel as wall bracings.

t

L117

[305 mm x 165 mm x 54 kg/m] universal beam at 800 mm centres as grillages.

t

Cold-Rolled Sections

L121

[150 x 150 x 5 mm thick] box section as column.

t

L122

[200 x 100 x 5 mm thick] C-section as wall framing.

t

Page Total carried to Summary of Class L


Class L: Metalwork Page BQL83 of BQL173


Code No.

Description

Unit

L125

[200 x 75 x 2 mm thick] hat-section as decking to composite floor concstruction.

t

L126

[200 x 68 x 2 mm] thick C-channel as wall bracings.

t

Qty.

Rate

Amount (RM)

Built-up or Fabricated Sections

L131

[600 mm x 600 mm] built-up column comprising 20 mm thick steel plates as shown in Drawing No. (….).

t

L132

Built-up box girders as shown in Drawing No. (…..).

t

L133

Pre-engineered steel portal frame as shown in Drawing No. (….).

t

Extruded Sections

L141

[76.1mm OD x 3.2mm thick x 5.75 kg/m] circular hollw section to [wall].

t

L142

[50 x 30 x 2.6mm thick x 3.03 kg/m] rectangular hollow section to [wall]

t

L144

[48.3 mm OD x 3.2 mm thick x 3.56 kg/m] circular hollow section to frame as shown in Drawing No. (….).

t

L146

[200 x 68 x 16 mm x 4.75 kg/m] C-channel as wall bracings.

t

Rate for black bolts shall be deemed to nuts, washers, gusset and end plates, and other accessories.

Black Bolts

L151

Nominal diameter: 16 – 20 mm.

nr

L152


nr

L153


nr

L154


nr

L155


nr

L156


nr

L157


nr

L158

Nominal diameter of [60 mm].

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Items for high strength friction grip bolts shall be deemed to nuts, washers, gusset and end plates, and other accessories expressly required. High Strength Friction Grip Bolts

L161

HSFG bolts to [BS 4604], nominal diameter [16 mm] with proof load of [92.1 kN].

nr

L162

HSFG bolts to [BS 4604], nominal diameter [22 mm] with proof load of [177 kN].

nr

L163


nr

L164


nr

L165


nr

L166

HSFG bolts to [BS 4604], nominal diameter [42 mm] with proof load of […. kN].

nr

L167


nr

L168


nr

Anchorages and Holding Down Bolt Assemblies

L170

Anchorages and holding down bolt assemblies comprising [4 Nos. 450 x 24 bolts with plates 150 x 150 x 10 mm].

L200

MISCELLANEOUS METALWORK

nr

Item for miscellaneous metalwork shall be deemed to include fixing to other work, supply of fixing components, and drilling or cutting of other work. L210

Stairways and landings; [150 mm riser with 250 mm treads] as per Drawing No. (…..).

nr

L220

[2 m] wide walkways as per Drawing No. (….).

m2

L230

Galvanised mild steel ladders; [70 x 70 x 10 mm thick x 10.3 kg/m stringer 400 mm] apart, with [20 mm] diameter steel rungs at [300 mm] centres. Rate to include full assemblies.

m





Code No.

Description

Unit

L240

Galvanised mild steel handr ail of 42 .4 mm diameter tubular section of 3.2 mm thickness and 1100 mm high with fixing accessories as shown on the drawing.

m

L250

114.3 mm OD x 5.0 mm thick x 13.5 kg/m circular hollow section as parapets. Rate to include full assemblies.

m

Qty.

Rate

Amount (RM)

Decking

Rate for decking shall be deemed to include supporting metalwork as framework. L261

[8 mm] thick galvanised mild steel chequ er ed plates trench covers.

m2

L262

Galvanised mild steel open mesh cover complete with 50 mm x 50 mm x 5.82 kg/m angle frame built-in into the floor inclusive of RHS as supports.

m2

L263

Welded mesh paneling.

m2

L264

[6 mm] thick galvanised mild steel chequ er ed plates flooring.

m2

L270

[Colourbond metal deck, 0.48 mm] base steel thickness to wall cladding.

m2

L280

305 mm x 165 mm x 54 kg/m mild steel Grade 43A universal beam as waling.

m

L300

MISCELLANEOUS METALWORK Miscellaneous Framing

L311

[50 x 50 x 5 mm thick x 3.77 kg/m] angle section.

m

L312

[102 mm x 51 mm x 10.42 kg/m] C-channel section.

m

L313

[152 mm x 89 mm x 17.09 kg/m] I-section.

m

L314

[100 x 50 x 3.2 mm thick x 7.18 kg/m] rectangular hollow section.

m

Tanks

L321

Uncovered metal steel tanks; capacity: [2140] litres; dimension: [3000 L x 1670 H x 465 W] as per Specification and as shown in the drawings.

nr

L322

Covered stainless steel water tank; capacity: [1000] litres; grade [304]; dimension [1060 dia. x 1060 H] as per Specification and as shown in the drawings.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class L: Metalwork

Page BQL1 Page BQL2 Page BQL3 Page BQL4

Total of Class L carried to Grand Summary



CLASS M Building Work Item No.

Code No. M100

Description

Unit

Qty.

Rate

Amount (RM)

ROOFING WORK Timber Roof Structure

Rate shall include connecting plates, bolts and nuts, and other fastening system. M111.1

[100 mm x 50 mm Group B] sawn timber rafter, as shown in Drawing No. (….).

m

M111.2

[50 mm x 25 mm Group B] sawn timber batten, as shown in Drawing No. (…..).

m

M111.3

[150 mm x 50 mm Group B] sawn timber wall plate, as shown in Drawing No. (….).

m

M112

Timber roof truss system using Grade B sawn timber and components to be designed by Contractor as per Specification clause (….). Rate shall include connecting plates, bolts and nuts, and other fastening system.

m2

Metal Roof Structure

Rate to include connecting plates, bolts, nuts, all welding, and other fastening system. M113.1

[457 mm x 191 mm x 98 kg/m] mild steel universal column. [Grade 43A to BS 4360] as rafter as shown in Drawing No. (….).

kg

M113.2

[75 x 75 x 4 mm thick x 8.60 kg/m] mild steel square hollow section, [Grade 43A to BS 4360] as top chord member as shown in Drawing No. (….).

kg

M113.3

[150 x 75 x 4 mm thick x 18.60 kg/m] C-channel purlins. [Grade 43A to BS 4360] as shown in Drawing No. (….).

kg

M113.4

[200 x 68 x 2 mm] thick cold formed galvanised mild steel C-channel as purlins.

kg

M114.1

Mild steel, Grade 43A to BS 4360 roof truss system and components to be designed by Contractor as per Specification clause (….). Rate to include connecting plates, bolts, nuts, all welding, and other fastening system.

m2

M114.2

Galvanised mild steel roof truss system and components using cold-rolled steel to be designed by Contractor as per Specification clause (….). Rate to include connecting plates, bolts, nuts, all welding, and other fastening system.

m2

Page Total Carried to Summary of Class M


Class M: Building Work Page BQM88 of BQM173


Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Roof Covering

Rate to include preparing surfaces, forming joints, overlaps, mitres, angles, fillets, built-up edges, and laying to falls or cambers, cutting, notching, bending, and bedding. M121.1

[6 mm thick polycarbonate flat sheet] as per Specification clause (….) laid at [15 degrees to the horizontal] as shown in Drawing No. (….).

m2

M121.2

[6 mm thick polycarbonate flat sheet] as per Specification clause (….), [with curve at radius of 10 m] as shown in Drawing No. (….).

m2

M122

[0.48 mm base steel thickness colourbond corrugated roofing sheet] as per Specification clause (….) laid at [15 degrees to the horizontal] as shown in Drawing No. (….).

m2

M123

[Interlocking concrete roofing tiles] as per Specification clause (….) laid to [30 degrees to the horizontal ] as shown in Drawing No. (….).

m2

Underlay

Rate to include preparing surfaces, forming joints, overlaps, mitres, angles, fillets, built-up edges, and laying to falls or cambers, cutting, notching, bending, and bedding. M131

[One layer of 50 mm x 50 mm x 22 SWG galvanised wire mesh fixed with tying wire as per Specification clause (….).

m2

M132

[One layer of double sided aluminium foil sisalation] as per Specification clause (….).

m2

Insulation

Rate to include preparing surfaces, forming joints, overlaps, mitres, angles, fillets, built-up edges, and laying to falls or cambers, cutting, notching, bending, and bedding. M141

[50 mm thick rock wool sheet size 1200 mm x 600 mm] as per Specification clause (….).

m2

M142

[50 mm thick fiberglass insulation] as per Specification clause (….).

m2





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Roofing Ancillaries

Rate to include forming holes, cutting, and making good for services, preparing surfaces, forming joints, mitres, angles, fillets, built-up edges, and laying to cambers or falls. M151.1

[180 mm x 25 mm thick timber] eave.

m

M151.2

[180 mm x 25 mm thick] verge.

m

M152

[180 mm x 25 mm thick timber] fascia.

m

M153

[20 SWG thick galvanised mild steel flashing 300 mm girth].

m

M154

[Timber] kerbs.

m

M155

[22 SWG galvanised mild steel] hood.

nr

M156

Roof ventilators as per Specification clause (….).

nr

M157

Soaker.

nr

Flat/Profiled Sheet Components

Rate to include forming holes, cutting, and making good for services, preparing surfaces, forming joints, mitres, angles, fillets, built-up edges, and laying to cambers or falls. M161.1

[One layer of 20 mm thick asphalt to roof upstand] as per Specification clause (….) and as shown in Drawing No. (….).

m

M161.2

[One layer of 20 mm thick asphalt to twin kerb at expansion joint] as per Specification clause (….) and as shown in Drawing No. (….).

m

M162.1

[0.48 mm thick galvanised mild steel ridge capping 500 mm girth].

m

M162.2

[0.48 mm thick galvanised mild steel hip capping to match profiled metal deck roof].

m

M163

[2 m x 1 m x 6 mm thick] polycarbonate skylight as per Specification clause (….).

nr

M164

[2 m x 1 m x 6 mm thick corrugated transparent sheet] as per Specification clause (….).

nr

M165

[6 mm thick corrugated] ventilator sheet.

nr





Code No.

Description

Unit

M166

Roofing sheet with soaker flanges.

nr

M167

Ridge ventilator.

nr

Qty.

Rate

Amount (RM)

Tiles Components

Rate to include forming holes, cutting, and making good for services, preparing surfaces, forming joints, mitres, angles, fillets, built-up edges, and laying to cambers or falls. M171

Valley tiles (coloured) to match interlocking tiles.

m

M172

Mitred hip tiles (coloured) to match interlocking tiles.

m

M173

Mitred vertical angle tiles (coloured) to match interlocking tiles.

m

M174.1

Ridge capping [500 mm girth].

m

M174.2

Hip capping [500 mm girth].

m

M175

Vertical angle tiles (coloured) to match interlocking tiles.

m

M176

Saddle (coloured) to match interlocking tiles.

nr

M177

Glass tiles to match interlocking tiles.

nr

Gutters and Downpipes

Rate for gutters and downpipes to include fixing and supply of fixing components. M181

[150 mm half round uPVC] rainwater gutters.

m

M182

[150 mm half round uPVC] elbow for gutters.

nr

M183

[100 diameter uPVC] rain water down pipes.

m

M184

[100 diameter uPVC] elbow for rain water down pipes.

nr

M200

WATER PROOFING

Rate for water proofing to include preparing surfaces, forming joints, overlaps, mitres, angles, fillets, built-up ed es and la in to falls or cambers. Asphalt

M211

[One layer of 20 mm thick asphalt] laid on sloping surface area.

m2





Code No.

Description

Unit

M212

[One layer of 20 mm thick asphalt] laid on horizontal surface area.

m2

M213

[One layer of 20 mm thick asphalt] laid on vertical surface area.

m2

M214

[One layer of 20 mm thick asphalt laid on 250 mm wide concrete gutter].

m

M215

[One layer of 20 mm thick asphalt] laid on isolated group of surfaces not exceeding 1 m2.

nr

M216

[One layer of 20 mm thick asphalt lining to 100 mm diameter vent pipe].

nr

Qty.

Rate

Amount (RM)

Bituminous

M221

[One layer of 6 mm thick bituminous sheet] laid on sloping surface area.

m2

M222

[One layer of 6 mm thick bituminous sheet] laid on horizontal surface area.

m2

M223

[One layer of 6 mm thick bituminous] laid on vertical surface area.

m2

M224

[One layer of 6 mm thick bituminous] laid on 300 mm wide concrete gutter.

m

M225

[One layer of 6 mm thick bituminous sheet] lay on isolated group of surfaces not exceeding 1 m2.

nr

M226

[One layer of 6 mm thick bituminous lining] to sides of concrete gutter.

nr

Sheet Metal

M231

[One layer of 0.5 mm thick zinc sheet] laid on sloping timber boarding roof.

m2

M232

[One layer of 0.5 mm thick zinc sheet] laid on horizontal timber boarding roof.

m2

M233

[One layer of 0.5 mm thick zinc sheet] laid on vertical surface area.

m2

M234

[One layer of 0.5 mm thick zinc sheet] laid on timber surfaces of width not exceeding 300 mm.

m

M235

[One layer of 0.5 mm thick zinc sheet] laid on isolated group of surfaces not exceeding 1 m2.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Waterproofing Sheeting

M241

[One layer of 1 mm thick polyethylene sheet] laid on sloping surface area.

m2

M242

[One layer of 1 mm thick polyethylene sheet] lay on horizontal surface area.

m2

M243

[One layer of 1 mm thick polyethylene sheet] laid on vertical surface area.

m2

M244

[One layer of 1 mm thick polyethylene sheet] laid on surface of width not exceeding 300 mm.

m

M245

[One layer of 1 mm thick polyethylene sheet] laid on isolated group of surfaces not exceeding 1 m2.

nr

M246

[One layer of 1 mm thick polyethylene lining to concrete surfaces.

nr

Waterproof Coating

M251

[One layer of 5 mm thick waterproofing membrane] as per Specification clause (….) laid on sloping surface area.

m2

M252

[One layer of 5 mm thick waterproofing membrane] as per Specification clause (….) laid on horizontal surface area.

m2

M253

[One layer of 5 mm thick waterproofing membrane] as per Specification clause (….) laid on vertical surface area.

m2

M254

[One layer of 5 mm thick waterproofing membrane] as per Specification clause (….) laid on surface of width not exceeding 300 mm.

m

M255

[One layer of 5 mm thick waterproofing membrane] as per Specification clause (….) laid on isolated group of surfaces not exceeding 1 m2.

nr

M256

[One layer of 5 mm thick waterproofing membrane] as per Specification clause (….) to concrete gutter.

nr

Rendering in Ordinary Cement Mortar

M261

[One layer of 25 mm thick 1:3 cement sand mortar] laid on sloping surface area.

m2

M262

[One layer of 25 mm thick 1:3 cement sand mortar] laid on horizontal surface area.

m2

M263

[One layer of 25 mm thick 1:3 cement sand mortar] laid on vertical surface area.

m2





Code No.

Description

Unit

M264

[One layer of 25 mm thick 1:3 cement sand mortar] bed at verge of roof] of width not exceeding 300 mm.

m

M265

[One layer of 25 mm thick 1:3 cement sand mortar] laid on isolated group of surfaces not exceeding 1 m2.

nr

M266

[One layer of 25 mm thick 1:3 cement sand mortar] at rainwater outlet.

nr

Qty.

Rate

Amount (RM)

Rendering in Water Proof Cement Mortar

M271

[One layer of 25 mm thick 1:3 cement sand mortar with waterproofing agent] as per Specification clause (….) laid on sloping surface area.

m2

M272

[One layer of 25 mm thick 1:3 cement sand mortar with waterprofing agent] as per Specification clause (….) laid on horizontal surface area.

m2

M273

[One layer of 25 mm thick 1:3 cement sand mortar with waterproofing agent] as per Specification clause (….) laid on vertical surface area.

m2

M274

[One layer of 25 mm thick 1:3 cement sand mortar with waterproofing agent] as per Specification clause (….) laid on surface of width not exceeding 300 mm.

m

M275

[One layer of 25 mm thick 1:3 cement sand mortar with waterproofing agent] as per Specification clause (….) laid on isolated group of surfaces not exceeding 1 m2.

nr

M276

[One layer of 25 mm thick 1:3 cement sand mortar with waterproofing agent] as per Specification clause (….) laid rainwater outlet.

nr

Sprayed or Brushed Waterproofing

M281

[One layer of 2 mm thick waterproofing material as per manufacturer's instruction] sprayed on sloping surface area.

m2

M282

[One layer of 2 mm thick waterproofing material as per manufacturer's instruction] sprayed on horizontal surface area.

m2

M283

[One layer of 2 mm thick waterproofing material as per manufacturer's instruction] sprayed on vertical surface area.

m2

M284

[One layer of 2 mm thick waterproofing material as per manufacturer's instruction sprayed concrete gutter (measured separately) not exceeding 300 mm wide].

m





Code No.

Description

Unit

M285

[One layer of 2 mm thick waterproofing material as per manufacturer's instruction] sprayed on isolated group of surfaces not exceeding 1 m2.

nr

M286

[One layer of 2 mm thick waterproofing material as per manufacturer's instruction sprayed at construction joint].

nr

M300

WINDOWS AND DOORS

Qty.

Rate

Amount (RM)

Rate for windows and doors to include fixing, supply of fixing components, drilling or cutting of associated work, and all associated glazing work. Timber

M312

[Grade A] timber windows; [1200 mm x 1200 mm] fitted with standard sill and complete with 6 mm thick float glass louvres and 10 mm security bar as shown in Drawing No. (……).

nr

M313

[Grade A, 2100 mm x 900 mm] timber doors frames as shown in Drawing No. (….).

nr

M314.1

Single leaf solid [Grade A] timber door type (…….] as shown in Drawing No. (….).

nr

M314.2

Double leaf solid [Grade A] timber door type (…….] as shown in Drawing No. (….).

nr

M315

[Two-hour rated fire resistant] double leaf solid timber door type (…..) as per Specification clause (….).

nr

All ironmongery to include necessary fixing screws. M317.1

Pair of stainless steel hinges; [75 mm x 50 mm].

nr

M317.2

Pair of stainless steel butt hinges; [100 mm x 75 mm].

nr

M317.3

["Mobel C3600-70-SS-Ent-HOM" ] cyclindrical knobset with stainless steel finish.

nr

M317.4

["St Guchi D264-70-SS-HOM"] half deadbolt.

nr

M317.5

["Dorma"] door closers, [140 mm x 22 mm].

nr

Supply and fix anti-vermin netting on outside to window.

nr

M318





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Metal

M321

Natural anodised windows sub-frames to suit [1200 mm x 1200 mm] side hung casement window as per Specification clause (…..) and as shown the Drawing No. (…).

nr

M322

[1200 mm x 1200 mm] natural anodised aluminium side hung casement window complete with 6 mm thick clear float glass as shown in Drawing No. (…).

nr

M323

Natural anodised aluminium door frames to suit [2100 mm x 900 mm] door as shown the Drawing No. (…).

nr

M324

Natural anodised aluminium door complete with 6 mm thick clear glass as showin in the dr awings [Size: 900 mm x 2100 mm].

nr

M326

Natural anodised motorised aluminium roller shutter door complete with rollers, guide, pelmet, and locks; [4000 mm x 3500 mm] as shown in Drawing No. (…..).

nr

Plastics

M334

PVC doors; 32 mm thick; [2100 mm x 900 mm].

nr

M337.1

Pair of stainless steel hinges; [75 mm x 50 mm].

nr

M337.2

["St Guchi D264-70-SS-HOM"] half deadbolt.

nr

M400

GLAZING

M410.1

6 mm clear float glass, fixed with putty.

m2

M410.2

10 mm tinted glass, fixed with putty.

m2

M420

[3000 x 2000 x 10 mm thick] clear float glass panel to be fixed with silicone.

m2

M430

[3000 x 2000 x 10 mm thick] laminated glass panel to be fixed with silicone.

nr

M440

Hermetically sealed units for double glazed panel.

nr

M450

500 x 500 x 4 mm thick mirror with 4 nos. drilled holes, fixed with dome head mirror screws.

nr





Code No. M500

Description

Unit

Qty.

Rate

Amount (RM)

FINISHES Floor Finishes

Rate for floor finishes to include fixing, supply of fixing components, drilling or cutting of associated work, preparing surfaces, forming joints, mitres, angles, fillets, built-up edges, and laying to chambers or falls.

M511

Homogeneous tiles; [300 x 300 x 7.6 mm thick]. Rate to include cement mortar screed.

m2

M512

[25 mm thick] cement and sand pavings to floor.

m2

M513

[25 mm] thick granolithic finish to floor.

m2

M514

[10 mm] thick wash aggregates finish to floor.

m2

M515

[500 mm x 500 mm] square carpet tiles with knot density of 30 knots per cm2 as per Specification clause (….).

m2

M516

[4 mm] thick vinyl sheet floor covering. Rate to include approved adhesive bedding component.

m2

M517

Floor hardener with iron aggregate or 100% ferrous metallic surface applied at the rate of 4.0 kg/m2, finished with a layer of acrylic based curing compound.

m2

Skirting to Floor

Rate for skirting to floor shall be deemed to include fixing, supply of fixing component, drilling or cutting of associated work, preparing surfaces, forming joints, mitres, angles, fillets, built-up edges, laying to cambers or falls and cement mortar screed.

M520

Homogenous tiles skirting [100 mm high x 7.6 mm] thick; rounded top edge.

m

Wall Finishes

Rate for wall finishes to include fixing, supply of fixing components, drilling or cutting of associated work, preparing surfaces, forming joints, mitres, angles, fillets, and built-up edges. M531

[200 mm x 250 mm] ceramic wall tiles. Rate to include cement mortar screed.

m2

M532

[20 mm] thick cement and sand plastering to wall.

m2

M533

[20 mm] thick granolithic finish to wall.

m2





Code No.

Description

Unit

M534

[10 mm] thick wash aggregates finish to wall.

m2

M535

Spray tiles.

m2

M536

Prefabricated panel [200 x 200 x 25 mm thick] to be fixed at wall as decorative panel.

m2

Qty.

Rate

Amount (RM)

Ceiling Finishes

Rate for ceiling finishes to include any temporary staging required. M541

Skim coat plaster to soffits and sides of beam.

m2

M542

[20 mm] thick cement and sand rendering to soffit of roof slab.

m2

M543.1

[600 x 1200 x 22 mm thick] fibreglass suspended ceilings. Rate to include aluminium tees and stainless steel hangers.

m2

M543.2

[600 x 1200 x 3.2 mm thick] autoclaved cellulose fibre cement board suspended ceilings. Rate to in clude aluminium tees and stainless steel hangers.

m2

M543.3

[10 mm thick] gypsum plasterboard ceilings. Rate to include [50 mm x 50 mm] pressure treated sawn timber at 600 mm centres as framework.

m2

M543.4

[10 mm thick] gypsum plasterboard ceilings. Rate to include [50 x 25 x 1 mm thick] galvanised cold formed mild steel section at 600 mm centres as framework.

m2

M544

Cornices.

m

M545

[600 mm x 600 mm] access panel.

nr

M600

FLOOR AND WALL SYSTEM Wall Partition

Rate for wall partitions to include fixing, supply of fixing components, drilling or cutting of associated work, forming holes, cutting, and making good for services. M611

[100 mm] thick eco-solid wall system.

m2

M612

[10 mm] thick full board

m2





Code No.

Description

Unit

M613

[10 mm] thick half board with 6 mm thick fixed float glass

m2

M614

[2000 mm x 1500 mm x 2200 mm] cubicle sets

nr

M620

Raised access floor, [600 x 600 x 33 mm thick] high density processed timber panels sandwiched between two sheets of equal thickness plastic laminates. Rate to include all accessories such as cable outlets, skirting boards, PVC fascias, panel lifters, etc.

m2

M700

PLUMBING WORK

Qty.

Rate

Amount (RM)

Cold Water Plumbing System

M710

Cold water plumbing system as per Specification clause (….) and as shown schematically in Drawing No. (….). Rate to include all fittings, stop-cocks, and taps.

sum

Water Storage Tank

M720

[3000 litres] HDPE water storage tank as per Specification clause (….). Rate to include supporting frame.

nr

Sanitary Plumbing System

M730

Sanitary plumbing system as per Specification clause (….) and as shown schematically in Drawing No. (….). Rate to include all fittings.

sum

Sanitary Appliances and Fittings

M740

Water closets; [Claytan 404 6-litre single flush side lever], bottom inlet overflow cistern with flapper valve internal fittings including medium duty plastic seat and cover.

nr

Page Total carried to Summary of Class M




Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Septic Tanks

Rate for septic tanks shall be deemed to include foundation, excavation, upholding sides of excavation, bedding, installation, installation, backfilling, backfilling, and all all other related works where expressly required. M751

Septic Septic tank tank for for five five popul populatio ation n equival equivalent ent (PE) with with a minimum of 24 hours of hydraulic retention time and a dual size aggregate down flow filter media as shown in Drawing No. (….).

nr

M752

Pre-fabric Pre-fabricated ated polyethy polyethylene lene septic septic tank for five population equivalent equivalent (PE) with incorporated incorporated filter chamber on the oulet section. Rate to include foundation, excavation, upholding sides of excavation, bedding, installation, installation, backfilling, backfilling, and all all other related work where expressly required.

nr

Page Total carried to Summary of Class M




Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class M: Building Work

Page BQM1 Page BQM2 Page BQM3 Page BQM4 Page BQM5 Page BQM6 Page BQM7 Page BQM8 Page BQM9 Page BQM10 Page BQM11 Page BQM12 Page BQM13

Total of Class M carried to Grand Summary



CLASS N Painting Work Item No.

Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Painting shall be deemed to include preparation of surfaces, application application of base primer/sealer primer/sealer required before painting and all necessary necessary temporary temporary staging. staging. N100

OIL PAINT Metal Surfaces

Rate for painting of metal shall be deemed to include painting the surfaces surfaces of connecting plates, brackets, brackets, rivets, bolts, nuts, and similar projections. Prepare and apply [two] coats of base primer and [two] coats of oil paint to: N111

Metal surfaces of [columns, beams, ….] exceeding 300 mm girth.

m2

N112

Metal surfaces of [columns, ….] not exceeding 300 mm girth.

m

Timber

Rate for painting of timber shall be deemed to include painting the surfaces surfaces of recesses, recesses, projections, projections, and fittings. Prepare and apply [one] coat of base primer and [two] coats of oil paint to: N121

Timber surfaces of [ columns, beams, …..] exceeding 300 mm girth.

m2

N122

Timber surfaces of [columns, …..] not exceeding 300 mm girth.

m

Pipework

Rate for painting of pipework shall be deemed to include painting the surfaces surfaces of flanges, flanges, valves, valves, and other projecting fittings and hangers. Prepare and apply [one] coat of base primer and [two] coats of oil paint to: N161

Pipework surfaces surfaces of members members exceeding exceeding 300 mm girth.

m2

N162

Pipework surfaces surfaces of members members not exceeding exceeding 300 mm girth.

m

Page Total carried to Summary of Class N


Class N: Painting Work Page BQN102 of BQN173


Code No. N200

Description

Unit

Qty.

Rate

Amount (RM)

ALKYD GLOSS PAINT Metal Surfaces

Rate for painting of metal shall be deemed to include painting the surfaces of connecting plates, brackets, rivets, bolts, nuts, and similar projections. Prepare and apply [one] coat of base primer and [two] coats of alkyd gloss paint to: N211

On metal surfaces of [columns, beams, ….] exceeding 300 mm girth.

m2

N212

On metal surfaces of [columns, ….] not exceeding 300 mm girth.

m

Timber

Rate for painting of timber shall be deemed to include painting the surfaces of recesses, projections, and fittings. Prepare and apply [one coat ] of base primer and [two] coats of alkyd gloss paint to: N221

Timber surfaces of [colums, beams, …..] exceeding 300 mm girth.

m2

N222

Timber surfaces of [colums, …..] not exceeding 300 mm girth.

m

Pipework

Rate for painting of pipeworks shall be deemed to include painting the surfaces of flanges, valves, and other projecting fittings and hangers.

Prepare and apply [one] coat of base primer and [two] coats of alkyd gloss paint to: N261

Pipework surfaces of members exceeding 300 mm girth.

m2

N262

Pipework surfaces of members not exceeding 300 mm girth.

m





Code No. N300

Description

Unit

Qty.

Rate

Amount (RM)

EMULSION PAINT OR ACRYLIC PAINT Smooth Surfaces

Prepare and apply [one] coat of sealer and [two] coats of emulsion paint to: N331.1

Smooth plastered surfaces of internal [walls, columns, ….] exceeding 300 mm girth.

m2

N331.2

Smooth concrete surfaces of internal [walls, column,….] formed using Class F2 formwork exceeding 300 mm girth.

m2

N331.3

Smooth concrete surfaces of internal [walls, column, ….] formed using Class F3 formwork, exceeding 300 mm girth.

m2

Prepare and apply [one] coat of sealer and [two] coats of acrylic paint to: N331.4

Smooth plastered surfaces of external [walls, colums, ….] exceeding 300 mm girth.

m2

N331.5

Smooth concrete surfaces of external [walls, column, ….] formed using Class F2 formwork, exceeding 300 mm girth.

m2

N331.6

Smooth concrete surfaces of external [walls, column, ….] formed using Class F3 formwork, exceeding 300 mm girth.

m2

Rough Surfaces

Prepare and apply [one] coat of sealer and [two] coats of emulsion paint to: N341.1

Rough rendered surfaces of internal [ceiling soffit] exceeding 300 mm girth.

m2

Prepare and apply [one] coat of sealer and [two] coats of acrylic paint to: N341.2

Rough rendered surfaces of external [walls, column, …...] exceeding 300 mm girth.

m2

N341.3

Rough concrete surfaces of external [walls, column, ….] formed using Class F1 formwork, exceeding 300 mm girth.

m2





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Masonry

Prepare and apply [one] coat of sealer and [two] coats of acrylic paint to: N351

Masonry surfaces of members exceeding 300 mm girth.

N400

CEMENT PAINT

m2

Prepare and apply [one] coat of sealer and [two] coats of cement paint externally to: Rough Surfaces

N441

Concrete surfaces of members exceeding 300 mm girth.

m2

Masonry

N451

Masonry surfaces of members exceeding 300 mm girth.

N500

EPOXY OR POLYURETHANE PAINT

m2

Metal Surfaces

Rate for painting of metal shall be deemed to include painting the surfaces of connecting plates, brackets, rivets, bolts, nuts, and similar projections. Prepare and apply [one] coat of base primer and two coats of epoxy paint externally to: N511.1

Metal surfaces other than pipework; surfaces of members exceeding 300 mm girth.

m2

N512.1

Metal surfaces other than pipework; surfaces of members not exceeding 300 mm girth.

m

Prepare and apply [one] coat of base primer and two coats of polyurethane paint externally to: N511.2


m2

N512.2


m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Smooth Surfaces

Prepare and apply [one] coat of base primer and two coats of epoxy paint externally to: N531.1

Smooth plastered surfaces of [walls, columns, ….] exceeding 300 mm girth.

m2

N531.2

Smooth concrete surfaces of [walls, columns, ….] formed using Class F2 formwork exceeding 300 mm girth.

m2

N531.3


m2



m2

N531.5


m2

N531.6


m2

Rough Surfaces

Prepare and apply [one] coat of base primer and two coats of epoxy paint externally to: N541.1

Rough rendered surfaces of [walls, columns, …...] exceeding 300 mm girth.

m2

N541.2

Rough concrete surfaces of [walls, columns, ….] formed using Class F1 formwork, exceeding 300 mm girth.

m2



m2

N541.4

Rough concrete surfaces of [walls, columns, ….] formed using Class F1 formwork, exceeding 300 mm girth.

m2





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Pipework

Rate for painting of pipework shall be deemed to include painting the surfaces of flanges, valves, and other projecting fittings and hangers. Prepare and apply [one] coat of base primer and two coats of epoxy paint externally to: N561.1


m2

N562.1


m



m2

N562.2


m

N600

BITUMINOUS OR COAL TAR PAINT

Prepare and apply [two] coats of bituminous or coal tar paint to: Metal Surfaces

Rate for painting of metal shall be deemed to include painting the surfaces of connecting plates, brackets, rivets, bolts, nuts, and similar projections.

N611


m2

N612


m

Smooth Surfaces

N631.1


m2

N631.2

Smooth concrete surfaces of class F2 exceeding 300 mm girth.

m2

N631.3

Smooth concrete surfaces of [walls, columns, ….] formed using Class F2 formwork, exceeding 300 mm girth.

m2





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Rough Surfaces

N641.1


m2

N641.2

Rough concrete surfaces of [walls, columns, ….] formed using Class F1 formwork exceeding 300 mm girth.

m2

Pipework

Rate for painting of pipeworks shall be deemed to include painting the surfaces of flanges, valves, other projecting fittings and hangers. N661


m2

N662


m

N700

CHLORINATED RUBBER PAINT

Prepare and apply [one] coat of base primer and [two] coats of chlorinated rubber paint to: Metal Surface

Rate for painting of metal shall be deemed to include painting the surfaces of connecting plates, brackets, rivets, bolts, nuts, and similar projections. N711


m2

N712


m

Smooth Surfaces

N731.1


m2

N731.2

Smooth concrete surfaces of [walls, column, ….] formed using Class F2 formwork exceeding 300 mm girth.

m2

N731.3


m2





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Rough Surfaces

N741.1


m2

N741.2

Rough concrete surfaces of [walls, columns, ….] formed using Class F1 formwork exceeding 300 mm girth.

m2

Pipework

Rate for painting of pipework shall be deemed to include painting the surfaces of flanges, valves, and other projecting fittings and hangers. N761


m2

N762


m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class N: Painting Work

Page BQN1 Page BQN2 Page BQN3 Page BQN4 Page BQN5 Page BQN6 Page BQN7 Page BQN8

Total of Class N carried to Grand Summary



CLASS O Pipework Item No.

Code No. O100 O100

Description

Unit

Qty.

Rate

Amount (RM)

TREN TRENCH CH EXCA EXCAVA VATI TION ON

Trench excavation shall be deemed to include preparation of surfaces, surfaces, excavation excavation for bedding, multiple handling, disposal of surplus excavated material (including unsuitable material), upholding sides of excavation, allowance for working space, backfilling, removal of dead services, and r einstatement of original surface unless covered by separate items.

100 mm DN pipe [Jalan Paip to Jalan Besi] as shown in Drawing Nos. (…) to (…). Width of trench shall be as shown in Drawing No. (…) and Specification clause (…).

O111 O111

In earth earth for for 100 100 mm DN DN pipe, pipe, depth depth not not excee exceedin ding g 1.5 m.

m

O112

In earth for 100 mm DN pipe, depth 1.5 – 2.0 m.

m

O113


m

O114


m

150 mm DN pipe [Jalan Paip to Jalan Besi] as shown in Drawing Nos (…) to (…). Width of trench shall be as shown in Drawing No. (…) and Specification clause (…).

O111 O111


m

O112

In earth for 150 mm DN pipe, depth 1.5 – 2 m.

m

O113


m

O114


m


O111 O111


m

O112


m

O113


m

O114


m

Page Total carried to Summary of Class O


Class O: Pipework Page BQO111 of BQO173


Code No.

Description

Unit

Qty.

Rate

Amount (RM)


O111 O111


m

O112


m

O113


m

O114


m


O111 O111


m

O112


m

O113


m

O114


m


O111 O111


m

O112


m

O113


m

O114


m

O115


m


O111 O111


m

O112


m

O113


m





Code No.

Description

Unit

O114


m

O115


m

Qty.

Rate

Amount (RM)


O111 O111


m

O112


m

O113


m

O114


m

O115


m


O111 O111

In earth earth for for 1000 1000 mm DN pipe pipe,, depth depth not not exceed exceeding ing 1.5 1.5 m.

m

O112


m

O113


m

O114


m

O115


m


O111 O111

In earth earth for for 1200 1200 mm DN pipe pipe,, depth depth not not exceed exceeding ing 1.5 1.5 m

m

O112

In earth for 1200 mm DN pipe, depth 1.5 – 2 m

m

O113

In earth for 1200 mm DN pipe, depth 2.0 – 2.5 m

m

O114


m

O115


m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)


O111

In earth for 1400 mm DN pipe, depth not exceeding 1.5 m.

m

O112


m

O113

In earth for 1400 mm DN pipe, depth 2.0. – 2.5 m

m

O114


m

O115


m


O111


m

O112


m

O113


m

O114


m

O115


m

O116


m


O111


m

O112


m

O113


m

O114


m

O115


m

O116


m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)


O111


m

O112


m

O113


m

O114


m

O115


m

O116


m


O112


m

O113


m

O114


m

O115


m

O116


m


O112


m

O113


m

O114


m

O115


m

O116


m

O117


m


O112


m





Code No.

Description

Unit

O113


m

O114


m

O115


m

O116


m

O117


m

Qty.

Rate

Amount (RM)


O112


m

O113


m

O114


m

O115


m

O116


m

O117


m

O118

In earth for 2800 mm DN pipe, depth exceeding 6.0 m.

m


O113


m

O114


m

O115


m

O116


m

O117


m

O118

In earth for 3000 mm DN pipe, depth exceeding 6.0 m.

m

Extras to Trench Excavation

O121

Rock.

m3

O122


m3

O123


m3





Code No. O124

Description Roads and pavement, rate to include road cutting and reinstatement.

Unit

Qty.

Rate

Amount (RM)

m2

Excavation for Manholes and Chambers

O131.1

In earth for [manholes].

m3

O131.2

In earth for [valve chambers].

m3

O132.1

Roads and pavement for [manholes].

m2

O132.2

Roads and pavement for [valve chambers], rate to include road cutting and reinstatement.

m2

O133.1

Artificial hard material for [manholes].

m3

O133.2

Artificial hard material for [valve chambers].

m3

O134.1

Natural hard material for [manholes].

m3

O134.2

Natural hard material for [valve chambers].

m3

O135.1

In rock for [manholes].

m3

O135.2

In rock for [valve chambers].

m3

O200

BACKFILLING AND BEDDING MATERIALS Bedding

O211

[150 mm thick] sand bedding as per Specification clause (…..) and as shown in Drawing No. (….).

m

O212

[150 mm thick] granular material as bedding as per Specification clause (…..) and as shown in Drawing No. (….).

m

O213

[150 mm thick] Grade C20 mass concrete bedding. Rate to include formwork.

m

O214

[150 mm thick] Grade C25 reinforced concrete bedding with one layer of high tensile steel fabric – mesh A193 (A7), 3.02 kg/m2. Rate to include formwork.

m

Surround

O221

[250 mm] sand surround as per Specification clause (…..) and as shown in Drawing No. (….).

m

O222

[200 mm] granular material surround as per Specification clause (…..) and as shown in Drawing No. (….).

m





Code No.

Description

Unit

O223

[150 mm] Crade C20 mass concrete surround. Rate to include formwork.

m

O224

[150 mm] Grade C25 reinforced concrete surround with one layer of high tensile steel fabric – mesh A193 (A7), 3.02 kg/m2 all round. Rate to include formwork.

m

Qty.

Rate

Amount (RM)

Backfilling

O231

Backfilling with sand to Specification clause (….).

m3

O232

Backfilling with granular material to Specification clause (….).

m3

O300

PIPES

Supply, laying or install. Rate to include all pipe cutting, wrapping, lining and lagging as required.

Sewerage Pipework Vitrified clay pipes, spigot socket ended including supply and making joints complete as per Specification clause (….) for the following:

O311.1

[100 mm DN] in standard length of 1.25 m. Rate to include all fittings and valves.

m

O311.2

[150 mm DN] in standard length of 1.50 m.

m

O311.3


m

O311.4


m

O311.5


m

O311.6


m

O311.7


m

O311.8


m

[Centrifugally spun] reinforced concrete pipes, spigot socket ended to [MS 881 ] lined internally with [12 mm thick high alumina cement mortar] as per Specification clause (….). Rate to include supply and making joint complete for the following: O312.1

450 mm DN in standard length of 3.0 m.

m

O312.2


m





Code No.

Description

Unit

O312.3


m

O312.4


m

O312.5


m

O312.6


m

O312.7


m

Qty.

Rate

Amount (RM)

High density polyethylene corrugated wall pipes to [DIN 16961]. Rate to include supply and making joints complete.

O313.1

100 mm DN in standard length of 6 m. Rate to include all fittings and valves.

m

O313.2

150 mm DN in standard length of 6 m.

m

O313.3


m

O313.4


m

O313.5


m

O313.6


m

[Spigot socket ended] ductile iron pipes to [BS EN 545, with metallic zinc and bitumen external coating and cement mortar lined internally] as per Specification clause (…). Rate to include supply and making joints complete for the following:

O314.1


m

O314.2


m

O314.3


m

O314.4


m

O314.5


m

O314.6


m

O314.7


m

O314.8


m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

[Mild] steel pipes, Grade 43A to [BS 534, with bitumen wrap externally and concrete lining internally] as per Specification clause (….) for the following:

O315.1

100 mm DN [spigot socket ended] in standard length of 6 m. Rate to include all fittings, valves, and joints.

m

O315.2

150 mm DN [spigot socket ended] in standard length of 6 m.

m

O315.3


m

O315.4


m

O315.5


m

O315.6


m

O315.7


m

O315.8


m

O315.9


m

O315.10 1000 mm DN [spigot socket ended] in standard length of 10 m.

m


m

O315.12 2300 mm DN [spigot socket ended] in standard length of 7.5 m.

m


m


m

Spigot socket ended glass reinforced plastic pipes , as per Specification clause (…). Rate to include supply and making joints complete for th e following:

O316.1

[300 mm DN, PN 16] with stiffnes of [10 kN/m2] in standard length of [12 m].

m





Code No.

Description

Unit

O316.2


m

O316.3


m

O316.4


m

O316.5


m

O316.6


m

O316.7


m

Qty.

Rate

Amount (RM)

High density polyethylene (HDPE) solid wall plain ended pipe to MS 1058 as per Specification clause (….) for the following:

O317.1

[110 mm OD, PE 80, PN 16] in standard length of 12 m.

m

O317.2


m

O317.3


m

O317.4


m

O317.5

[710 mm OD, PE 80, PN 12.5] in standard length of 12 m.

m

Acrylonitrile butadiene styrene (ABS) pipe plain ended to MS 1419 as per Specification clause (…) for the following:

O318.1

[140 mm OD, PN6] in standard length of 5.8 m. Rate to include all fittings, valves, and joints.

m

O318.2

[225 mm OD, PN 10] in standard length of 5.8 m.

m

O318.3


m

O318.4


m

O318.5


m

O318.6


m





Code No.

Description

Unit

O318.7


m

O318.8


m

O318.9


m

Qty.

Rate

Amount (RM)

Water Supply Pipework


O321.1


m

O321.2


m

O321.3


m

O321.4


m

O321.5


m

O321.6


m

O321.7


m

O321.8


m

O321.9


m


m


m


m


m


m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)


O322.1


m

O322.2


m

O322.3


m

O322.4


m

O322.5


m

O322.6


m

O322.7


m

O322.8


m


O323.1


m

O323.2


m

O323.3


m

O323.4


m

O323.5


m

Unplasticised polyvinyl chloride (uPVC) pipes to MS 628, with bell mouth joints as per Specification clause (….). Rate to include supply and making joints complete for the following:

O324.1

[100 mm DN, PN 15] in standard length of 6 m. Rate to include fittings and valves.

m

O324.2

[155 mm DN, PN 15] in standard length of 6 m.

m

O324.3


m

O324.4


m





Code No. O324.5

Description [300 mm DN, PN 15] in standard length of 6 m.

Unit

Qty.

Rate

Amount (RM)

m

Spigot socket ended glass reinforced plastic pipes , as per Specification clause (…). Rate to include supply and making joints complete for th e following:

O325.1


m

O325.2


m

O325.3


m

O325.4


m

O325.5


m

O325.6


m

O325.7


m

[300 mm DN] plain ended stainless steel pipes as per Specification clause (….).

m

O326

Acrylonitrile butadiene styrene (ABS) pipe plain ended to MS 1419 as per Specification clause (…) for the following:

O327.1

[88.9 mm OD, PN6] in standard length of 5.8 m. Rate to include all fittings, valves, and joints.

m

O327.2


m

O327.3


m

O327.4


m

O327.5


m

O327.6


m

O327.7


m

O327.8


m

O327.9


m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Multilayer polyvinyl chloride(MPVC) pipes to JIS K6742 with bell moouth joints as per Specification clause (….). Rate to include supply and making joints complete for the following:

O328.1


m

O328.2


m

O328.3


m

O328.4


m

O328.5


m

Other Pipework


O331.1


m

O331.2


m

O331.3


m

O331.4


m

O331.5


m

O331.6


m

O331.7


m

O331.8


m


O332.1


m

O332.2


m

O332.3


m





Code No.

Description

Unit

O332.4


m

O332.5


m

O332.6


m

O332.7


m

O332.8


m

Qty.

Rate

Amount (RM)

Unplasticised polyvinyl chloride (uPVC) pipes to MS 628, with bell moouth joints as per Specification clause (….). Rate to include supply and making joints complete for the following:

O333.1


m

O333.2


m

O333.3


m

O333.4


m

O333.5


m


O334.1


m

O334.2


m

O334.3


m

O334.4


m

O334.5


m

Vitrified clay pipes, spigot socket ended including supply and making joints complete as per Specification clause (….) for the following:

O335.1

[100 mm DN] in standard length of 1.25 m. Rate to include all fittings and valves.

m





Code No.

Description

Unit

O335.2


m

O335.3


m

O335.4


m

O335.5


m

O335.6


m

O335.7


m

O335.8


m

Qty.

Rate

Amount (RM)

Reinforced concrete pipes to [MS 881] butt jointed with collars as per Specification clause (….). Rate to include supply and making joint complete for the following:

O336.1

[450 mm DN, Class X] in standard length of 3.0 m.

m

O336.2

[600 mm DN, Class Y] in standard length of 3.0 m.

m

O336.3

[750 mm DN, Class Z] in standard length of 3.0 m.

m

O336.4

[900 mm DN, Class X] in standard length of 3.0 m.

m

O336.5

[1 200 mm DN, Class Y] in standar d length of 3.0 m.

m

O336.6

[1 500 mm DN, Class Z] in stan dar d length of 3 .0 m.

m

O336.7

[1 800 mm DN, Class Z] in stan dar d length of 3 .0 m.

m

O337

[300 mm DN] plain ended stainless steel pipes as per Specification clause (….).

m

Exposed Pipework

O341

[300 mm DN] plain ended mild steel pipes to BS 534, concrete lined internally and painted externally with primer and finishing coat as per Specification clause (…) for stream-overcrossing at Sg. (…) as shown in Drawing No. (…).

m

O342

[300 mm DN] plain ended stainless steel pipes as per Specification clause (…) for elevated pipe as shown in Drawing No. (…).

m

O343

[300 mm DN double flanged] ductile iron pipes to [BS EN 545, with metallic zinc and bitumen external coating and cement mortar lined internally] as per Specification clause (…) for drain overcrossing as shown in Drawing No. (...).

m





Code No. O400

Description

Unit

Qty.

Rate

Amount (RM)

FITTINGS, VALVES, AND JOINTS Straight Specials

Item for straight specials shall be deemed to include cutting where applicable. [Mild] steel pipes and fittings, shall be to Grade 43A to [BS 534, with bitumen wrap externally and concrete lining internally] as per Specification clause (….):

Ductile iron pipes and fittings shall be to [BS EN 545, with metallic zinc and bitumen external coating and cement mortar lined internally] as per Specification clause (…).

O411

[300 mm DN] mild steel plain ended pipes, [2000 mm] long.

nr

O412

[300 mm DN] plain and flanged ended mild steel pipes, [2000 mm] long. Flanges shall be [PN 16 to BS EN 1092-1].

nr

O413.1

[300 mm DN] flanged ended mild steel pipes, [2000 mm] long. Flanges shall be [PN 16 to BS EN 1092-1].

nr

O413.2

[300 mm DN] flanged ended ductile iron pipes, [2000 mm] long. Flanges shall be [PN 16 to BS EN 1092-1].

nr

O414

[300 mm DN] plain ended mild steel pipe, [2000 mm] long with puddle flange at [1000 mm] from one end. Details of puddle flange shall be as shown in Drawing No. (…).

nr

O415

[300 mm DN] plain and flanged ended mild steel pipe, [2000 mm] long with puddle flange at [10 00 mm] from flange end. Flange shall be [PN 16 to BS EN 1092-1] and details of puddle flange shall be as shown in Drawing No. (…).

nr

O416.1

[300 mm DN] flanged ended mild steel pipe, [2000 mm] long with puddle flange at [1000 mm] from one end. Flanges shall be [PN 16 to BS EN 1092-1] and details of puddle flange shall be as shown in Drawing No. (…).

nr

O416.2

[300 mm DN] flanged ended ductile iron pipe, [2000 mm] long with puddle flange at [1000 mm] from one end. Flanges shall be [PN 16 to BS EN 1092-1] and details of puddle flange shall be as shown in Drawing No. (…).

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Fittings

O421.1

[300 mm DN, 90-degree plain ended mild steel gusseted] horizontal bend.

nr

O421.2

[300 mm DN, 45-degree plain ended mild steel gusseted] horizontal bend.

nr

O421.3

[300 mm DN, 45-degree plain ended mild steel gusseted] vertical bend.

nr

O421.4

[300 mm DN, 45-degree plain ended mild steel gusseted] vertical bend painted externally with primer and finishing coat as per Specification clause (…).

nr

O421.5

[300 mm DN, 90-degree double socket ended ductile iron] horizontal bend.

nr

O421.6

[300 mm DN, 90-degree double flanged ductile iron short radius] horizontal bend.

nr

O421.7

[300 mm DN, 45-degree double flanged ductile iron short radius] vertical bend.

nr

O421.8

[300 mm DN, 90-degree double flanged ductile iron long radius] horizontal bend.

nr

O421.9

[300 mm DN, 90-degree plain ended HDPE gusseted] horizontal bend.

nr

O422.1

[300 mm DN] vitrified clay bellmouth Y-junction

nr

O422.2

[300 mm DN] vitrified clay bellmouth tee.

nr

O423.1

[300 mm DN] plain ended barrel with [100 mm DN] flanged branch concentric mild steel tee for air-valve as shown in Drawing No. (…).

nr

O423.2

[300 mm DN] plain ended barrel with [100 mm DN] flanged branch level invert mild steel tee for washout as shown in Drawing No. (…).

nr

O424

[600 mm DN] plain ended barrel with [400 mm DN] flanged branch concentric mild steel wye as shown in Drawing No. (…).

nr

O425.1

[600 mm DN] to [400 mm DN] plain ended mild steel concentric taper as shown in Drawing No. (…).

nr

O425.2

[600 mm DN] to [400 mm DN] plain ended mild steel level invert taper as shown in Drawing No. (…).

nr





Code No.

Description

Unit

O426

[600 mm DN] ductile iron flanged bell mouth. Flanges shall be [PN 6 to BS EN 1092-1].

nr

O427.1

[600 mm DN] ductile iron blank flanges. Flanges shall be [PN 10 to BS EN 1092-1].

nr

O427.2

[600 mm DN] mild steel blank flanges. Flanges shall be [PN 10 to BS EN 1092-1].

nr

[300 mm DN] double flanged ductile iron duckfoot bend.

nr

O428

Qty.

Rate

Amount (RM)

Valves

O431.1

[100 mm DN] single orifice air valves. Rate to include isolating butterfly valve.

nr

O431.2

[150 mm DN] double orifice air valves. Rate to include isolating butterfly valve.

nr

O432.1

[600 mm DN] double flanged butterfly valves, PN 10 manually operated as per Specification clause (…). Rate to include reduction gears.

nr

O432.2

[600 mm DN] double flanged butterfly valves, PN 16 complete with electric actuators as per Specification clause (…). Rate to include reduction gears.

nr

O433

[300 mm DN] double flanged gate valves, PN 10 manually operated as per Specification clause (…). Rate to include reduction gears.

nr

O434

[600 mm DN] full bore altitude valves as per Specification clause (…).

nr

O435

[600 mm DN] pressure reducing valves as per Specification clause (…).

nr

O436

[600 mm DN] pressure sustaining valves as per Specification clause (…).

nr

O437

[300 mm DN] double flanged non return valves, nonslam type, PN 16 as per Specification clause (…).

nr

O438

[300 mm DN] double flanged plug, PN 16 as per Specification clause (…).

nr

Valves

O441

[600 mm square] stainless steel penstocks as per Specification clause (…).

nr

O442

[300 mm DN] cast iron flap gates as per Specification clause (….).

nr





Code No.

Description

Unit

O443

[200 mm DN] flat seat valves.

nr

O444

Pillar hydrants with double outlets as per Specification clause (….).

nr

O445

[150 mm DN] stainless steel strainer.

nr

Qty.

Rate

Amount (RM)

Joints

Items for joints shall include supply of all jointing materials, bolts, nuts, washers, gaskets, making good of joints both internally and externally. O451.1

[600 mm DN] mild steel welded collar joints.

nr

O451.2

[800 mm DN] mild steel welded collar joints. Rate to include welding to internal of pipe and air testing of joints.

nr

O451.3

HDPE welded collar by electrofusion for [180 mm OD, PE 80, PN 16] pipe.

nr

O452.1

[600 mm DN] mild steel welded slip joints.

nr

O452.2

[800 mm DN] mild steel welded slip joints. Rate to include welding to internal of pipe and air testing of joints.

nr

Butt fusion welded joints for [180 mm OD, PE 80, PN 16] pipe.

nr

O454.1

[300 mm DN] mechanical coupling joints.

nr

O454.2

[300 mm DN] mechanical stepped coupling joints.

nr

O455

[300 mm DN] flange adaptor joints as shown in Drawing No. (….).

nr

O456

[600 mm DN] expansion joints as shown in Drawing No. (….).

nr

O457

Push-on collar joints for 300 mm DN HDPE profiled wall pipes.

nr

O458

Push-on slip joints for [900 mm DN] centrifugally spun reinforced concrete pipes.

nr

O460.1

[200 mm DN] flow meter/bulk meter of the "Kent Helix" type.

nr

O460.2

[200 mm DN] electromagnetic flow meter.

nr

O460.3

[200 mm DN] ultrasonic flow meter.

nr

O453





Code No. O500

Description

Unit

Qty.

Rate

Amount (RM)

BELOW GROUND CROSSINGS

Rate for below ground crossings shall include reinstatement work. River, Stream, Culvert, or Canal

O511

River, stream, culvert, or canal width, 1 – 3 m for [300 mm DN] pipe.

nr

O521

River, stream, culvert, or canal width, 3 – 10 m for [300 mm DN] pipe.

nr

O531

River, stream, culvert, or canal width exceeding 10 m for [300 mm DN] pipe.

nr

Fence

O541

Crosssing under fence for [300 mm DN] pipe.

nr

Sewer or Drain

O551.1

Crosssing over existing [400 mm DN] sewer pipe for [300 mm DN] pipe. Rate to include concrete surround to existing existing sewer pipe.

nr

O551.2

Crosssing under 600 mm block drain for [300 mm DN] pipe. Rate to include concrete surround to pipe.

nr

Wall

O561

Crossing under brickwall fence for [300 mm DN] pipe. Rate to include concrete surround to pipe.

nr

Other Stated Underground Services

O571

Crossing under existing 600 mm DN water mains for [300 mm DN] pipe. [Rate to include sand surround to both existing and new pipe].

O600

SPECIAL PIPE LAYING METHODS

nr

Item for special pipe laying methods is deemed to include mobilisation and demobilisation. Pipe Jacking – Road crossing for [600 mm DN] water pipe at Jalan [Besi} by pipe jacking as shown in Drawing No. (….).

O611

Design, excavate, construct, and maintain jacking pits including sheet piling, bracing, waling, concrete thrust wall, anchor foundation, guide rails, and backfilling, etc.

nr





Code No.

Description

Unit

O612

Design, excavate, construct, and maintain receiving pits including sheet piling, bracing, waling, concrete thrust wall, anchor foundation, guide rails, and backfilling, etc.

nr

O613

Supply, haul, handle, jack in, and install of 1200 mm DN Reinforced Concrete jacking pipe class 'Z'. Rate to include mild steel joint and excavation within pipe sleeve and other materials for complete installation.

m

O615

Install [600 mm DN mild] steel pipes, Grade 43A to [BS 534, with bitumen wrap externally and concrete lining internally] within pipe sleeve.

m

O616

Pressure grouting for annulus space in between [600 mm DN steel pipe] and pipe sleeve as per Specification clause (….).

m3

Qty.

Rate

Amount (RM)

Microtunneling – Road crossing for [600 mm DN] water pipe at Jalan [Besi} by microtunneling as shown in Drawing No. (….).

O621

Design, excavate, construct, and maintain jacking pits including sheet piling, bracing, waling, concrete thrust wall, anchor foundation, guide rails, and backfilling, etc.

nr

O622

Design, excavate, construct, and maintain receiving pits including sheet piling, bracing, waling, concrete thrust wall, anchor foundation, guide rails, and backfilling, etc.

nr

O624

Supply, haul, handle, jack in, and install of 1200 mm DN concrete cladded steel composite pipe. Rate to include mild steel joint and excavation within pipe sleeve and other materials for complete installation.

m

O625

Install [600 mm DN mild] steel pipes, Grade 43A to [BS 534, with bitumen wrap externally and concrete lining internally] within pipe sleeve.

m

O630

[450 mm OD, PE 80, PN 16] butt fusion welded HDPE pipe using the horizontal directional drilling method.

m





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Submarine Pipelaying

O641

Bathymetric survey as per Specification clause (….) of approximately [25 km] by [500 m] at 25 meters line interval with cross ties at [250 m].

m

O642

Sub-sea geophysical survey as per Specification clause (….) of approximately [25 km] by [500 m] at 50 meters line interval with cross ties at [5 00 m]. Rate to include report by a geophysicist.

m

O643

Mobilisation of all necessary plant and equipment, marine vessels, [winches], [lar-barge], etc to suit the method statement adopted for laying the sub-sea pipelines. Rate to include demobilisation upon completion of work.

sum

O644

Provision of winch equipment to suit method statement adopted for laying the sub-sea pipelines.

sum

O645

Trenching across Sg. (….) for [300 mm DN] pipe as shown in Drawing No. (….) with cover of at least 1.5 m cover at the banks and 0.3 m at the deepest section of the river.

m

O646

[60 mm thick] concrete cladding to [300 mm DN] steel pipe.

m

O651

Lay [300 mm DN] API grade steel pipes by float and sink method.

m

O652

Lay [300 mm DN] API grade steel pipes by bottom pull method.

m

O653

Lay [500 mm DN] mild steel pipes by lay barge method.

m

O654

Carry out tie-in of riser pipe to land pipe as detailed in approved methd statement.

O655

Swabbing and gauging of completed pipeline until pipeline is clean and confirm integrity of pipeline to Specification clause (….).

O656

Inspection of sub-sea pipeline by divers.

sum

m

sum

Pipe Bursting

O661

[450 mm OD, PE 80, PN 16] butt fusion welded HDPE pipe using the pipe bursting method.

m





Code No.

Description

Unit

O671

Slip lining to existing 450 mm DN asbestos cement pipe using [450 mm OD, PE 80, PN 16] butt fusion welded HDPE pipe

m

O700

REHABILITATION OF EXISTING PIPEWORK SYSTEM

Qty.

Rate

Amount (RM)

Slip Lining

Preparation of Existing Pipework for Rehabilitation

For 900 mm DN sewer from Manhole A to Manhole B.

O711

Cleaning, jetting, and removal of carbonaceous formation intrusions. Rate to include making good existing sewer pipe.

m

O712

Local internal repairs.

m2

O713.1

Pipe joint sealing, with cement mortar.

m

O713.2

Pipe joint sealing, with epoxy mortar under pressure.

m

O714

External grouting using 4 nos. of holes.

nr

O715

External grouting by injection of cement grout as per Specification clause (…..).

m3

Rehabilitation of Existing Pipework

O721

Cured in place lining with resin impregnated felt tube to finished internal daimeter of [600 mm].

m

O722

In situ jointed pipe lining using glass reinforced plastic as per Specification clause (….) to finished internal diameter of 900 mm.

m

O723.1

Circular segmental lining using glass reinforced plastic as per Specification clause (….), with miniumum finished internal diameter of 900 mm.

m

O723.2

Circular segmental lining using 15 mm thick glass reinforced concrete as per Specification clause (….), with miniumum finished internal diameter of 900 mm.

m

O724

Stated proprietory lining, diameter stated.

m

O725

[50 mm thick] gunite coating to [900 mm DN] sewer pipe.

m2

O726

Cement grout as per Specification clause (…..) as annulus grouting to [900 mm DN} pipe.

m3





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Rehabilitation of Existing Manholes

O731

Abandonment of existing manholes as per Drawing No. (….) for depth of [ 2.5 m] including removing cover slab, breaking back shaft sealing off the ends of existing pipework and backfilling with sand.

nr

O732

Modification of existing manholes for manhole as shown in Drawing No. (…..) including work to benching and inverts, breaking out, re-haunching, and dealing with flows.

nr

O800

MISCELLANEOUS WORK Sewer Manholes

O811

Brick manholes Type [A] with heavy duty cover and frame for [2.5 m depth] as shown in Drawing No. (….). Rate to include blinding, reinforced concrete base and top slabs.

nr

O812

Reinforced concrete manholes with heavy duty cover and frame Type [1] as shown in Drawing No. (…..).

nr

O813

Reinforced concrete manholes with backdrops, heavy duty cover, and frame Type [1] as shown in Drawing No. (…..). Rate to include the pipework and associated fittings comprising the backdrops.

nr

O814

Precast concrete manholes Type [2] with heavy duty cover and frame as shown in Drawing No. (…..).

nr

O815

Precast concrete manholes with backdrops Type [3] with heavy duty cover and frame as shown in Drawing No. (….). Rate to include the pipework and associated fittings comprising the backdrops.

nr

Testing and Inspection

Rate for testing and inspection shall be deemed to include provision, and removal of all equipment, and ancillaries required for testing. O821

Testing of [300 mm DN vitrified clay pipe] gravity sewer. Rate to include testing by infiltration and provision of all water required for testing.

m

O822

Testing of [300 mm DN vitrified clay pipe] vacuum sewer. Rate to include all equipment required.

m





Code No.

Description

Unit

O823

Pressure and leakage testing for [600 mm DN mild steel pipe] from Jalan [Pipe] to Jalan [Besi]. Rate to include provision of all water required for testing.

m

O824

Flushing and sterilisingf or [600 mm DN mild steel pipe] from Jalan [Pipe] to Jalan [Besi]. Rate to include chemicals and provision of water.

m

O825

Close circuit television inspection survey for [300 mm DN] sewer pipe from Manhole [A] to Manhole [B] as shown in Drawing No. (…..).

m

O826

Radiographic test for 3% of all welds for mild steel pipeline.

nr

O827

Holiday detector test, rate to include provision of equipment, testing, and maintenance.

sum

O828

Ultrasonic test, rate to include provision of equipment, testing, and maintenance.

sum

Qty.

Rate

Amount (RM)

Temporary Diversion

O831

Temporary diversion of existing utilities. Rate to include coordination with relevant authorities and provision of and removal of all equipment and ancillaries required, including pumping over.

sum

O832

Temporary diversion of sewage flows for [300 mm DN] pipe from Manhole [A] to Manhole [B} as shown in Drawing No. (.......). Rate to include coordination with relevant authorities and provision of and removal of all equipment and ancillaries required including pumping over.

sum

Connections to Existing Sewer System

Item for connections to existing sewer system shall be deemed to include coordination with authorities, payment of fees, isolations for shutdown of flows, and dewatering. O841

At existing [brick] manhole, size [1.5 m x 1.5 m x 2.0 m deep of [600 mm DN] vitrified clay sewer pipe.

nr

O842

At Y-junction of existing [600 mm DN] vitrified clay sewer pipe.

nr

O843

With saddle connection to existing [600 mm DN] vitrified clay sewer pipe.

nr





Code No. O844

Description New manhole at existing [600 mm DN] vitrified clay sewer pipe. Rate to include breaking away of existing sewer pipe as required and all pipework and metalwork within the manhole.

Unit

Qty.

Rate

Amount (RM)

nr

Connection to Existing Water Mains

O851

Hot tapping connection work to existing [900 mm DN steel pipeline] as shown in Drawing No. (…..). Rate to injclude tapping tees, isolating valve, and testing.

nr

O852

Shut down connection work to existing [900 mm DN steel pipeline] as shown in Drawing No. (…..). Rate to include coordination with authorities, payment of fees, isolations for shutdown of flows, and dewatering.

nr

Pipework Ancillaries

O861

Marker posts for air valve, washout, and isolating valves as shown in Drawing No. (….). Rate to include supply, installation, and painting.

nr

O862

Ring girder for [1000 mm DN] mild steel pipe stream crossing at Sg. (…) as shown in Drawing No. (….). Rate to include supply, installation, and painting.

nr

O863

Pipe straps for [600 mm DN] exposed pipelines. Rate to include supply, installation, and painting.

nr

O864

Spike guard for [600 mm DN] mild steel pipe stream crossing at Sg. (…) as shown in Drawing No. (….). Rate to include supply, installation, and painting.

nr

O870

Reinstatement of landscaping from Ch (….) to Ch (….) for [600 mm DN] pipelaying work along Jalan [Besi].

sum

O880

Water sampling station as per Specification clause (……). Rate to include connections to mains.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class O: Pipework

Page BQO1 Page BQO2 Page BQO3 Page BQO4 Page BQO5 Page BQO6 Page BQO7 Page BQO8 Page BQO9 Page BQO10 Page BQO11 Page BQO12 Page BQO13 Page BQO14 Page BQO15 Page BQO16 Page BQO17 Page BQO18 Page BQO19 Page BQO20 Page BQO21 Page BQO22 Page BQO23 Page BQO24 Page BQO25 Page BQO26 Page BQO27 Page BQO28 Total of Class O carried to Grand Summary



CLASS P Drainage Work Item No.

Code No. P100

Description

Unit

Qty.

Rate

Amount (RM)

DRAIN EXCAVATION

Drain excavation shall be deemed to include preparation of surfaces, double handling, disposal of surplus excavated material, upholding sides of excavation, allowance for joints, backfilling, and removal of dead services and reinstatement of Original Surface unless covered by separate items.

[600 mm] precast concrete block drain for Road [A] as shown in Drawing No. (…….). P111.1

In earth for [600 mm precast concrete block drain], depth not exceeding 1.5 m.

m

P111.2

In earth for [600 mm precast pipe culvert], depth not exceeding 1.5 m.

m

P112.1

In earth for [600 mm precast concrete block drain], depth 1.5 – 2.0 m.

m

P112.2

In earth for [900 mm precast pipe culvert], depth 1.5 – 2.0 m.

m

P113.1


m

P113.2


m

P114.1


m

P114.2


m

P115.1

In earth for [600 mm precast concrete block drain], depth exceeding 3.0 m.

m

P115.2

In earth for [1800 mm precast pipe culvert], depth exceeding 3.0 m.

m

Extras to Drain Excavation

P121

Roads and pavement, rate to include road cutting and reinstatement.

m2

P122


m3

P123


m3

P124

Rock.

m3

Page Total carried to S ummary of Class P


Class P: Drainage Work Page BQP140 of BQP173


Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Excavation for Inlet and Outlet Structures and Sumps

P131.1

In earth for inlet and outlet structures to [1800 mm x 1800 mm] precast box culvert.

m3

P131.2

In earth for [1000 mm x 1000 mm] brick sump.

m3

P132

Roads and pavement, rate to include road cutting and reinstatement.

m2

P133


m3

P134


m3

P135

Rock.

m3

P200

SURFACE DRAINS

Item for surface drains shall be deemed to include cement jointing, sand and concrete beddings, shuttering, struts, and weepholes. P210

Interceptor drains; reinforced concrete grade 20; 1200 mm wide (average) x 600 mm deep x 75 mm thick trapezoidal shape.

m

P220

Bench and berm drains; reinforced concrete grade 20; 900 mm wide x 500 mm deep x 75 mm thick V-shape.

m

P230

Roadside drain; 600 mm wide block drain with average 900 mm high brick wall and plastering including 600 mm x 100 mm x 100 mm precast concrete struts at 6 m c/c.

m

P240

Median drain; precast concrete U-shaped drain with dry weather flow; 600 mm wide x 1200 mm deep including precast concrete struts at 6 m c/c.

m

P250

Toe drain; precast concrete U-shaped drain with dry weather flow; 1200 mm wide x 1200 mm deep including precast concrete struts at 6 m c/c.

m

P260

Cascade drains; precast concrete block drain; 600 mm wide x 400 mm deep at berms.

m

P270

Monsoon drain; precast concrete U-shaped drain with dry weather flow; 2400 mm wide x 24 00 mm deep including precast concrete struts at 6 m c/c.

m

P280

Grass swale; with shape as shown in Drawing No. (…..).

m

Page Total carried to Summary of Class P




Code No. P300

Description

Unit

Qty.

Rate

Amount (RM)

SUBSURFACE DRAINS

Item for subsurface drains shall be deemed to include geotextiles fabric, lining, and filter material. P310

Subsoil drains; 1000 mm deep x 400 mm wide; 100 mm diameter HDPE perforated pipe including aggregate (20 mm – 40 mm) wrapped with geotextiles filter.

m

P320

Outlet drains; 100 mm diameter UPVC pipe including fittings. Rate to include bends, filter fabric and concrete surround.

m

P330

300 mm thick sand as drainage blanket as per Specification clause (….).

m2

P340

[150 mm] diameter scupper drains.

m

P400

DRAINAGE TO STRUCTURES ABOVE GROUND

Rate for downpipes to include fixing and supply of fixing components. P410

[150 diameter uPVC] rain water down pipes.

m

P420

[150 diameter uPVC] elbow for rain water down pipes.

nr

P5 00

DRAIN COVERS

Item for drain covers shall be deemed to include lifting hook/hole and all associated fittings. P510

Precast concrete; 600 mm wide x 75 mm thick for [100 kN load] median drain.

m

P520

Galvanised mild steel grating cover for [100 kN load], 600 mm wide as shown in Drawing No. (….) for road

m

P530

Fibre reinforced plastic for [100 kN load] as per Specification clause (….); 225 mm wide for roadside drain.

m





Code No. P600

Description

Unit

Qty.

Rate

Amount (RM)

CULVERTS

Item for culverts shall be deemed to include all joints, water stop, concrete base, and concrete surround unless otherwise stated. P611

[1200 mm] diameter single precast concrete pipe culvert, Class [X] in standard length of 1 m.

m

P612

[1200 mm] diameter twin precast concrete pipe culvert, Class [X] in standard length of 1 m.

m

P613

[1200 mm] diameter triple precast concrete pipe culvert, Class [X] in standard length of 1 m.

m

Precast Box Culvert

P621.1

[1200 mm x 1200 mm] single precast box culvert in standard length of 1 m.

m

P621.2

[1200 mm x 1200 mm] single precast box culvert with dry weather flow in standard length of 1 m.

m

P622.1

[1200 mm x 1200 mm] twin precast box culvert in standard length of 1 m.

m

P622.2

[1200 mm x 1200 mm] twin precast box culvert with dry weather flow in standard length of 1 m.

m

P623.1

[1200 mm x 1200 mm] triple precast box culvert in standard length of 1 m.

m

P623.2

[1200 mm x 1200 mm] triple precast box culvert with dry weather flow in standard length of 1 m.

m

Corrugated Metal Pipe

P631

[1200 mm] diameter single corrugated metal pipe culvert in standard length of […] m.

m

P632

[1200 mm] diameter twin corrugated metal pipe culvert in standard length of […] m.

m

P633

[1200 mm] diameter triple corrugated metal pipe culvert in standard length of […] m.

m





Code No. P700

Description

Unit

Qty.

Rate

Amount (RM)

SUMPS

Item for sumps shall be deemed to include sand and concrete bedding, cement plastering, and metalwork.

P710

Bricks sumps; 900 mm x 900 mm x 1.20 m deep including mild steel grating cover for [100 kN load].

nr

P720

In situ concrete; 900 mm x 900 mm x 1.20 m deep including mild steel grating cover for [100 kN load].

nr

P730

Precast concrete; 900 mm x 900 mm x 1.20 m deep including mild steel grating cover for [100 kN load].

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class P: Drainage Work

Page BQP1 Page BQP2 Page BQP3 Page BQP4 Page BQP5

Total of Class P carried to Grand Summary



CLASS Q Roads and Pavings Item No.

Code No.

Description

Unit

Q100

SUBGRADE PREPARATION

Q110

Earth material to receive road pavement. Rate to include scarifying, levelling, and compaction of the top 300 mm of the subgrade.

m2

Q120

Hard material to receive road pavement. Rate to include scarifying, levelling, and compaction of the top 300 mm of the subgrade.

m2

Q130

Rock material to receive road pavement. Rate to include tri mming of protruding rock above Final Surface, filling of all cavities with lean concrete and filling with approved crushed rock or gravel to the Final Surface.

m2

Q141

Stabilise subgrade for [300 mm] top layer of subgrade using [100 kg] of lime per cubic metre of soil

m2

Q142

Stabilise subgrade for [300 mm] top layer of subgrade using [800 kg] of cement per cubic metre of soil

m2

Q200

SUB-BASE

Qty.

Rate

Amount (RM)

Sub-base shall be deemed to include chamfer. Q210

Geotextile of the [non woven] type as per Specification clause (….).

m2

Q220.1

Granular material with a [CBR value of more than 30, complying with Type C] of Specification clause (…..) in [100 mm] thick.

m2

Q220.2

Granular material with a [CBR value of more than 30, complying with Type C] of Specification clause (…..) in [100 mm] thick to road shoulders.

m2

Q230

Laterite as per Specification clause (…..) in [100 mm] thick.

m2

Q240

[Grade C15] lean concrete in 150 mm thick.

m2

Q251

Stabilised sub-base in proportion of [one part] lime to [four parts] approved earth as per Specification clause (…..) in [100 mm] thick.

m2

Q252

Soil cement in proportion of [one part] cement to [four parts] approved earth as per Specification clause (….) in [100 mm] thick.

m2

Page Total carried to Summary of Class Q


Class Q: Roads and Pavings Page BQQ146 of BQQ173


Code No. Q300

Description

Unit

Qty.

Rate

Amount (RM)

ROADBASE

Roadbase shall be deemed to include chamfer. Q310

Removal of flexible surfaces. Rate to include scarifying the existing roadbase before receiving the new roadbase material.

m2

Q320

Gravel (natural) as per Specification clause (…..) in [300 mm] thick.

m2

Q330.1

Crushed aggregates with a [CBR value of more than 80, complying with Type II] of Specification clause (…..) in [300 mm] thick.

m2

Q330.2

Crushed aggregates with a [CBR value of more than 80, complying with Type II] of Specification clause (…..) in [300 mm] thick to road shoulders.

m2

Q341

Stabilised sub-base in proportion of [one part] lime to [four parts] approved earth as per Specification clause (…..) in [300 mm] thick.

m2

Q342

Cement-bound granular material in proportion of [one part] cement to [three parts] granular material as per Specification clause (….) in [300 mm] thick.

m2

Q343

Bitumen-bound granular material in proportion of [one part] bitumen to [three parts] granular material as per Specification clause (….) in [300 mm] thick.

m2

Macadam

Q351

Wet mix macadam as per Specification clause (….) in [200 mm] thick.

m2

Q352

Dry bound macadam as per Specification clause (….) in [200 mm] thick.

m2

Q353

Dense bituminous macadam as per Specification clause (….) in [200 mm] thick.

m2

Q400

ROAD S HOULDER

Earth shoulders shall be deemed to include verge.

Q410

Earth shoulder as per Specification clause (….) in [200 mm] thick.

m2





Code No.

Description

Unit

Q420

Gravel shoulder as per Specification clause (….) in [200 mm] thick.

m2

Q500

SURFACING

Q510.1

Removal of flexible surface. Rate to include scarifying the existing exposed surface.

m2

Q510.2

Removal of flexible surfaces. Rate to include milling of existing roadbase before receiving the new roadbase material.

m2

Q520.1

[Bituminuous single layer] surface dressing, [20 mm thick using 10 mm chippings].

m2

Q520.2

[Bituminuous double layer] surface dressing, [30 mm thick using 14 mm chippings].

m2

Q530

Tack coat to be applied at a rate of [0.5 litre per square metre] as per Specificatio clause (….).

m2

Q540

Prime coat to be applied at a rate of [0.35 litres per square metre] as per Specificatio clause (….).

m2

Q550

[12 mm] nominal thickness polymer modified asphalt in [2] layers as per Specification clause (….).

m2

Qty.

Rate

Amount (RM)

Asphaltic Concrete

Q561

Binder course, [60 mm] thick as per Specification clause (….).

m2

Q562

Wearing course [40 mm] thick as per Specification clause (….).

m2

Dense Bituminuous Macadam

Q571

Binder course, [60 mm] thick as per Specification clause (….).

m2

Q572

Wearing course [40 mm] thick as per Specification clause (….).

m2

Q580

Regulating bituminous macadam levelling course BML 10 to the required formation level.

t





Code No.

Description

Unit

Q600

CONCRETE PAVEMENT

Q611

Membranes below concrete pavements, [500 grade impermeable plastic sheeting].

m2

Q612

Bond breaker as per Specification clause (….) below concrete pavement.

m2

Q613

Bitumen below concrete pavement.

m2

Qty.

Rate

Amount (RM)

Reinforcement

Rate for reinforcement shall be deemed to include labour for cutting, bending, and placing. Q621.1

Mild steel bar reinforcement to nominal diameter [10 mm].

t

Q621.2

Mild steel bar reinforcement to nominal diameter [16 mm].

t

Q622.1

High tensile steel bar reinforcement to nominal diameter of [12 mm].

t

Q622.2


t

Q622.3


t

Q623.1

High tensile steel fabric reinforcement to MS 145, A6.

m2

Q623.2


m2

Q623.3


m2

Q624

Fabric of other stated material.

m2

Q630

Carriageway slab in [Grade C30, 200 mm] thick. Rate to include steel formwork.

m2

Q640

Concrete slab to apron [Grade C30, 150 mm] thick. Rate to include steel formwork.

m2

Joints in Concrete Pavement

Joints in concrete pavements shall be deemed to include base preparation, joints, and cutting. Q651

Longitudinal joints, [200 mm] deep.

m

Q652

Expansion joints, [200 mm] deep.

m

Q653

Construction joints, [200 mm] deep.

m





Code No.

Description

Unit

Q654

Warping joints, [200 mm] deep.

m

Q655

Butt joints, [200 mm] deep.

m

Q656

Special joints with [12 mm nominal diameter high tensile steel bars] for transverse joints.

m

Q657

Transverse joints, [200 mm] deep.

m

Qty.

Rate

Amount (RM)

Pavers

Rate for pavers shall be deemed to include base preparation, joints, and cutting. Q661

[Precast] interlocking concrete block of [200 mm x 100 mm x 60 mm thick].

m2

Q662

[Precast] concrete flags of [900 mm x 600 mm x 50 mm thick].

m2

Q663

In situ concrete pavers, [concrete imprint, 150 mm thick].

m2

Q700

KERBS, CHANNEL, AND EDGINGS

Rate for kerbs, channels, and edgings shall be deemed to include beds, backings, reinforcement, joints, and cutting. Q710.1

Precast concrete kerbs, Type I as shown in Drawing No. (….).

m

Q710.2

Precast concrete kerbs, Type II as shown in Drawing No. (….).

m

Q710.3

Precast concrete kerbs, Type III as shown in Drawing No. (….).

m

Q710.4

Precast concrete kerbs, Type IV as shown in Drawing No. (….).

m

Q720

In situ concrete kerbs, Type II as shown in Drawing No. (….).

m

Q730

Concrete edgings of [150 mm x 100 mm high].

m

Q740

Concrete channels, Type A as shown in Drawing No. (….).

m





Code No. Q800

Description

Unit

Qty.

Rate

Amount (RM)

ROAD FURNITURE Signage

Traffic signs shall generally be in accordance with JKR Arahan Teknik (Jalan) 2E/87 . Post mounted signages shall be deemed to include foundations, support posts, excavation, preparation of surfaces, disposal of excavated material, upholding sides of excavation, backfilling, concrete, reinforcement, and joints.

Q811.1

Non-illuminated retro-reflective mounted on [aluminium] sheeting for [BERHENTI SIGN, RP.1].

nr

Q811.2

Non-illuminated retro-reflective mounted on [aluminium] sheeting for [BERI LALUAN SIGN, RP.13].

nr

Q811.3

Non-illuminated retro-reflective mounted on [aluminium] sheeting for [ROUNDABOUT AHEAD SIGN, WD.31].

nr

Q811.4

Non-illuminated retro-reflective in [aluminium] sheeting for [SIDE ROAD, WD.27b to be mounted on gantry].

nr

Q812

Illuminated in [plastic] sheeting for [SIDE ROAD, WD.27b to be mounted on gantry].

nr

Q813

Electronic sign of [2.5 m] x [1.5 m] as per Specification clause (…).

m2

Pavement Markings

Pavement markings shall generally be hot-applied superimposed reflectorised thermoplastic and in accordance with JKR Arahan Teknik (Jalan) 2D/85.

Q821.1

Letters and shapes, [single straight directional arrow].

nr

Q821.2

Letters and shapes, [single turning directional arrow].

nr

Q821.3

Letters and shapes, [double headed directional arrow].

nr

Q822.1

[150 mm] wide continuous line [centre line]

m

Q822.2

[150 mm] wide continuous line [edge line]

m

Q823.1

[100 mm] wide intermittent [centre] line with [1000 mm] line and [1700 mm] gap

m





Code No.

Description

Unit

Q823.2

[100 mm] wide intermittent [lane] line with [1000 mm] line and [1700 mm] gap.

m

Q823.3

[100 mm] wide intermittent [continuity] line with [1000 mm] line and [1700 mm] gap.

m

Q824.1

Chevron marking for [cross hatching].

m2

Q824.2

Chevron marking for [diverging traffic].

m2

Q824.3

Chevron marking for [merging traffic].

m2

Qty.

Rate

Amount (RM)

Delineators

Q831

Non-illuminated retro-reflective in [aluminium] sheeting chevron delineators.

nr

Q832

Delineator posts as shown in Drawing No. (……).

nr

Q833

[Retroreflective] roadstud as per Specification clause (…..).

nr

Traffic Barrier

Q841.1

[Preacst concrete] New Jersey barrier as shown in Drawing No. (….).

m

Q841.2

[Cast in situ concrete] New Jersey barrier as shown in Drawing No. (….).

m

Wire rope as per Specification clause (…..). Rate to include bolts, nuts, posts, and other ancillary work.

m

Q843.1

[Single mounted corrugated steel beam] guardrail [with post at 1.95 m spacing inclusive of delineators]. Rate to include bolts, nuts, posts, and other ancillary work.

m

Q843.2

[Single mounted corrugated steel beam] guardrail [with post at 3.8 m spacing inclusive of delineators]. Rate to include bolts, nuts, posts, and other ancillary work.

m

Q843.3

[Double mounted corrugated steel beam] guardrail [with post at 1.95 m spacing inclusive of delineators]. Rate to include bolts, nuts, posts, and other ancillary work.

m

Q843.4

[Double mounted corrugated steel beam] guardrail [with post at 3.8 m spacing inclusive of delineators]. Rate to include bolts, nuts, posts, and other ancillary work.

m

Q842





Code No.

Description

Unit

Q844

Guardrail end [with 90 degrees ramped terminal treatment]. Rate to include bolts, nuts, posts, and other ancillary work.

nr

Q845

Pedestrian barrier of [1.5 m height] as shown in Drawing No. (….)].

m

Qty.

Rate

Amount (RM)

Miscellaneous

Q851

Crash cushion as per Specification clause (…).

nr

Q852

[Concrete] crash barrier as shown in Drawing No. (….).

nr

Q853.1

Kilometre post, [Type A].

nr

Q853.2

Kilometre post, [Type B].

nr

Q854

Hectometre marker in [3 mm] thick [galvanised steel plate] at 100-metre intervals.

nr

Q855

Anti-glare screen of [1.5 m height using corrugated sections].

m

Q856

[Polycarbonate] noise barrier [of 1.5 m height] as per Specification clause (….). Rate to include supply, fabrication, installation, bolts, nuts, posts, and other ancillary work and maintenance.

m

Q857

Right of way (ROW) marker as shown in Drawing No. (….).

nr

Q860

[Carbon steel overhead] gantry of [ 20 m wide and 6 m high].

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class Q: Roads and Pavings

Page BQQ1 Page BQQ2 Page BQQ3 Page BQQ4 Page BQQ5 Page BQQ6 Page BQQ7 Page BQQ8

Total of Class Q carried to Grand Summary



CLASS R Tunnel Work Item No.

Code No. R100

Description

Unit

Qty.

Rate

Amount (RM)

SPECIAL PRELIMINARIES Plant and Equipment

R110

Provision of all necessary plant and equipment as per Specification clause (…) including transportation to the Site, handling, assembling, and removal off the Site after completion of operation. Tunnelling shall be carried out by [tunnel boring machine] for the main tunnel and [drill and blast] for the [adit, shaft, and other underground space].

sum

Temporary Facilities

R121

Power supply system as per Specification clause (…).

sum

R122

Ventilation system as per Specification clause (…).

sum

R123

Lighting system as per Specification clause (…).

sum

R124

Compressed air system as per Specification clause (…).

sum

R125

Telecommunication system as per Specification clause (…).

sum

R126

Dewatering system as per Specification clause (…).

sum

R129

Water supply system as per Specification clause (…).

sum

Tunnel Portal

R130

Tunnel portal as per Specification clause (…) and as shown in Drawing No. (…). Rate to include steel ribs, shotcrete, sandbags, and all other necessary material and work including its subsequent removal.

sum

Page Total carried to Summary of Class R


Class R: Tunnel Work Page BQR155 of BQR173


Code No. R200

Description

Unit

Qty.

Rate

Amount (RM)

EXCAVATION Tunnel, Shaft, and Other Underground Space

Rate for excavation shall be deemed to include: a) all alignment and inclination; b) scaling, washing down, multiple handling, and disposal off the Site or to designated area within the Site c) overbreak and backfill with shotcrete or other approved material; and d) water and power consumption for plant, equipment and temporary facilities. R211.1

Excavation of [3.5 m] diameter tunnel in rock class [A to D] as shown in Drawing No.(…).

m3

R211.2

Excavation of [3.5 m] diameter tunnel in rock class [E] as shown in Drawing No.(…).

m3

R212

Excavation of [3.5 m] diameter tunnel in [residual soil] as shown in the drawings. [The excavated material shall be disposed at the designated location within the Site as shown in Drawing No.(…)].

m3

R221.1

Excavation of [5 m] diameter shaft in rock Class [A to D] as shown in Drawing No.(…).

m3

R221.2

Excavation of [5 m] diameter shaft in rock Class [E] as shown in Drawing No.(…).

m3

R222

Excavation of [5 m] diameter shaft in [alluvium] as shown in the drawings. [The excavated material shall be disposed at the designated location within the site as shown in Drawing No.(…)].

m3

R231

Excavation of [5 m x 10 m x 30 m long storage chamber] in rock Class [A to D] as shown in the drawings.

m3





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Enlarge Tunnel Section

Rate for enlarge tunnel section shall be deemed to include all necessary tunnel support and backfilling with [grade C30 concrete] to design profile after completion of tunnel work. R241

Assembly and dismantle yards.

sum

R242

Vehicle turnings.

sum

R243

Switching stations.

sum

R244

Transformer bays.

sum

R245

Pump sumps.

sum

Drilling

Rate for drilling shall be deemed to include installation of pipe as shown in the drawings. R251

[50 mm] diameter probe ahead hole in [rock].

m

R252

[50 mm] diameter drain hole in [rock].

m

R253

[50 mm] diameter grout hole in [rock].

m

Grouting

R260.1

Cement.

t

R260.2

Polyurethane.

t

R300

IN SITU LINING Shotcrete

Refer Specification clause (…) for shotcrete work. R311.1

[100 mm] thick plain shotcrete to [smooth finish].

m2

R311.2

[50 mm] thick plain shotcrete to [rough finish].

m2

R312.1

[150 mm] thick [mesh] reinforced shotcrete to [smooth finish].

m2

R312.2

[100 mm] thick [steel fibre] reinforced shotcrete, [30 kg/m3] to [fair finish].

m2





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

I n situ Concrete Rate for in situ concrete shall be deemed to include contact grouting at tunnel crown. R320

Reinforced concrete [grade C35A] to [tunnel] lining [with early strength admixtures] as per Specification clause (…).

m3

Reinforcement

Rate for reinforcement shall be deemed to include labour for cutting, bending, and placing. R331

Mild steel bars [6 mm to 16 mm].

t

R332.1

High tensile bars [6 mm to 16 mm].

t

R332.2

High tensile bars [20 mm to 32 mm].

t

R333

High tensile steel fabric [mesh A252 (A8), 3.95 kg/m2].

m2

R334

[Stainless steel] fabric [mesh A393(A10), 6.16 kg/m2].

m2

Formwork

Rate for formwork shall be deemed to include travel steel form for all inclination, alignment, and end form to construction joints. R340

Smooth finish to [tunnel] lining.

m2

Water Proofing

R351.1

[230 mm] wide rubber waterstop. Rate to include cutting and jointing of waterstops and provision of special fittings at angles and junctions.

m

R351.2

[250 mm] wide PVC waterstop. Rate to include cutting and jointing of waterstops and provision of special fittings at angles and junctions.

m

R352.1

[1 mm] thick [HDPE] membrane.

m2

R352.2

[2 mm] thick [PVC] membrane.

m2

R352.3

[Water proofing paint] as per Specification clause (…).

m2





Code No. R400

Description

Unit

Qty.

Rate

Amount (RM)

PREFORMED LINING Preformed Concrete Lining

Rate for preformed concrete lining shall be deemed to include reinforcement, formwork, packing, caulking, joint seal, finishes, and preformed threaded grout holes.

R411

[5 m] internal diameter x [200 mm] thick segmental ring as shown in Drawing No.(…).

m

R412

[200 mm] thick invert segment as shown in Drawing No.(…).

m

[Steel Lining, Cast Iron Lining and Ductile Iron Lining]

Rate for [steel, cast iron and ductile iron] lining shall be deemed to include cutting and jointing, internal and external corrosion protection, stiffeners, fish tails, and purpose-made holes for annulus grouting.

R420

[50 mm thick, grade 50B] steel lining of [3.5 m] internal diameter as per Specification clause (…).

m

R430

[40 mm thick, grade 600/3] cast iron lining of [4 m] internal diameter as per Specification clause (…).

m

R440

[30 mm thick, grade 500/7] ductile iron lining of [5 m] internal diameter as per Specification clause (…).

m

Annulus Grouting

R450

Annulus grouting with [cement grout of w/c ratio 0.45:1] under [2] bars pressure.

m3

Water Proofing

R460

[1 mm] thick [HDPE] membrane.

m2





Code No. R500

Description

Unit

Qty.

Rate

Amount (RM)

TUNNEL SUPPORT Steel Rib

Rate for steel rib shall deemed to include all necessary accessories such as tie rods, end plate, bolts and nuts.

R510.1

Steel rib [H100 x 100 x 8 mm thick, 17.2 kg/m].

t

R510.2

Steel rib [H125 x 125 x 9 mm thick, 23.8 kg/m].

t

Lagging

R521

C-channel [C100 x 50 x 4 mm thick, 5.87 kg/m].

t

R522

Steel plate [5 mm] thick.

t

R523

Mesh fabric [A142 (A6), 2.22 kg/m2]. Rate to include lapping and mesh pin.

m2

Bolting

Rate for bolting shall be deemed to include all accessories and ancillary work as shown in the drawings. Exposed elements shall be protected against corrosion. R531.1

[T20 mm dia.] rock dowel of [1.5 m] long.

nr

R531.2

[T25 mm dia.] rock dowel of [2 m] long.

nr

R532.1

[T25 mm dia.] rock bolt of [2 m] long.

nr

R532.2

[T25 mm dia.] rock bolt of [3 m] long.

nr

Pull out test for [T25 mm dia. rock bolt x 3 m long] with test load of [200 kN].

nr

R533

Shotcrete

R541

[50 mm] thick plain shotcrete as per Specification clause (…) to [rough finish].

m2

R542

[150 mm] thick [steel fibre reinforced shotcrete (30 kg/m3)] as per Specification clause (…) to [rough finish].

m2

Fibre Mortar

R550

[25 mm] thick fibre mortar as per Specification clause (…) and as shown in the drawings.

m2





Code No.

Description

Unit

R561

Forepoling with [T25 mm] diameter dowel bar of [12 m] long as shown in the dr awings.

nr

R562

Forepoling with [100 mm] diameter canopy tube of [4 mm] thick and [12 m] long as shown in the drawings.

nr

R600

BACKFILL

R611

Backfill invert with concrete [grade C20].

m3

R612

Backfill invert with plain shotcrete.

m3

R613

Backfill invert with mortar [1:3].

m3

R614

Backfill invert with [cement grout 0.45:1].

m3

R615

Backfill invert with tunnel muck.

m3

R621

Backfill behind lagging with concrete [grade C20].

m3

R622

Backfill behind lagging with plain shotcrete.

m3

R623

Backfill behind lagging with mortar [1:3].

m3

R624

Backfill behind lagging with [cement grout 0.45:1].

m3

R631

Backfill [adit entrance] with concrete [grade C30] as shown in Drawing No.(…).

m3

R700

INSTRUMENTATION

Qty.

Rate

Amount (RM)

Forepoling

Rate for instrumentation shall include all provision as expressly required in Specification clause (…). R710

Convergence measurement.

nr

R720

Settlement measurement.

nr

R731

Stress measurement with strain gauges.

nr

R732

Stress measurement with pressure cells.

nr

R733

Inclinometer.

nr

R734

Stress measurement with pneumatic piezometer.

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class R: Tunnel Work

Page BQR1 Page BQR2 Page BQR3 Page BQR4 Page BQR5 Page BQR6 Page BQR7

Total of Class R carried to Grand Summary



CLASS S Rails Track Item No.

Code No. S100

Description

Unit

Qty.

Rate

Amount (RM)

TRACK FOUNDATION

Item for track foundation shall be deemed to include supplying and laying of materials. Subgrade Preparation

S111

Earth material to receive track foundation. Rate to include scarifying, levelling, and compaction of the top 300 mm of the subgrade.

m2

S112

Hard material to receive track foundation. Rate to include scarifying, levelling, and compaction of the top 300 mm of the subgrade.

m2

S113

Rock material to receive track foundation.

m2

S120

[One layer of 5 mm thick waterproofing membrane] as per Specification clause (….).

m2

S130

Geotextile of the [non-woven] type as per Specification clause (….).

m2

S140

Granular material with a [CBR value of more than 30, complying with Type C] of Specification clause (…..) in [100 mm] thick.

m2

S150

[Crushed aggregates] for sub-ballast complying with Specification clause (…..).

m3

S160

[Crushed granite] for ballast complying with Specification clause (…..).

m3

S200

SUPPLYING

Item for supplying shall be deemed to include delivery of components to the Site. S210

Flat bottom rails, [reference 113A] as per Specification clause (….), mass [56 kg/m].

t

S220

Check and guard rails, mass 0.10 tonne/m as per Specification clause (….).

t

S230

Conductor rails as per Specification clause (….).

t

S240

Twist rails.

nr

Page Total carried to Summary of Class S


Class S: Rail Tracks Page BQS163 of BQS173


Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Sleepers

Item for supplying sleepers shall be deemed to include fittings attached by the supplier. S251

[…] x […] x [….] mm thick Grade A heavy hardwood timber sleepers.

nr

S252

[…] x […] x [….] mm thick Grade [30] concrete sleepers with profile as shown in Drawing No. (....).

nr

Fittings

Item for supplying fittings shall be deemed to include fixings, keys, clips, bolts, nuts, screws, spikes, ferrules, track circuit insulators, pads, conductor rail insulator, and packing. S261

Type (….) chairs as per Specification clause (…).

nr

S262

Type (….) baseplates as per Specification clause (…).

nr

S263

[Pandrol] rail fastenings, type [….] as per Specification clause (…).

nr

S264

Type (….) plain fishplates as per Specification clause (…).

nr

S265

Type (….) plain insulated fishplates as per Specification clause (…).

nr

S266

Conductor rail insulators as per Specification clause (….).

nr

S267

Conductor rail side ramps.

nr

S300

SUPPLYING

Item for supplying shall be deemed to include delivery of components to the Site. S310

Type […..] turnouts as shown in Drawing No. (…….). Rate to include timbers, fittings, and check rails.

nr

S320

Type […..] diamond crossing as shown in Drawing No. (…….). Rate to include timbers, fittings, and check rails.

nr





Code No.

Description

Unit

Qty.

S331

Buffer stops, approximate weight 2.5 tonnes of steel rail and timber sleeper construction.

nr

S332

Wheel stops.

nr

S333

Lubricators.

nr

S334

Switch levers.

nr

S335

Conductor rail guard boards.

nr

S400

LAYING

Rate

Amount (RM)

Sundries

Item for laying shall be deemed to include work carried out after delivery of components to the Site or where track is not to be supplied by the Contractor, to the location stated in Specification clause (……).

Flat Bottom Rails

S411

Plain track, rail reference 113A, mass 56 kg/m and prefabriacted in [10m] length, fish plated joints on timber sleepers.

m

S412

Form curve in plain track radius not exceeding 300 m, welded joints on concrete sleepers

m

S413

Form curve in plain track radius exceeding 300 m, fishplated joints on timber sleepers.

m

S414

Turnouts type […..] as shown on Drawing No. (….), length [….] m, fishplated joints on timber sleepers.

nr

S415

Diamond crossings type […..] as shown on Drawing No. (….), length [….] m, fishplated joints on timber sleepers.

nr

S416

Welded joints by quick thermit process as per Specification clause (….).

nr

S417

Spot re-sleepering.

nr

Check and Guard Rails

S421

Rail.

m

S422

Length ends.

nr

S423

Side ramps.

nr

S424

Welded joints by quick thermit process as per Specification clause (….).

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Conductor Rails

S431

Rail.

m

S432

Length ends.

nr

S433

Side ramps.

nr

S434

Welded joints.

nr

Sundries

S441

Buffer stops, approximate weight 2.5 tonnes of steel rail and timber sleeper construction.

nr

S442

Wheel stops.

nr

S443

Lubricators.

nr

S444

Switch levers, rate to include laying check rails.

nr

S445

Conductor rail guard boards.

m

S500

DISMANTLING

Dismantling shall include taking up, lifting, packing and slewing, and to include opening out, packing and boxing in with ballast and insertion of closure rails.

Flat Bottom Rails

S511

Plain trackrail reference 113A, mass 56 kg/m, fish plated joints on timber sleepers. Dismatled material shall be stored at [storage yard at main site office].

m

S512

Turnouts type […..], length [….] m, fishplated joints on timber sleepers. Rate to include checkrail, guardrail, and conductor rails.

nr

S513

Diamond crossings type […..], length [ ….] m, fishplated joints on timber sleepers. Rate to include checkrail, guardrail, and conductor rails.

nr

S520

Check and guard rails.

m

S530

Conductor rails.

m





Code No.

Description

Unit

Qty.

S541

Buffer stops, approximate weight 2.5 tonnes of steel rail and timber sleeper construction

nr

S542

Wheel stops.

nr

S543

Lubricators.

nr

S544

Switch levers.

nr

Rate

Amount (RM)

Sundries





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Summary of Class S: Rail Tracks

Page BQS1 Page BQS2 Page BQS3 Page BQS4 Page BQS5

Total of Class S carried to Grand Summary



CLASS T Miscellaneous Work Item No.

Code No. T100

Description

Unit

Qty.

Rate

Amount (RM)

FENCES

Items for fences shall be deemed to include excavation, preparation of surfaces, disposal of excavated material, upholding sides of excavation, backfilling, concrete, formwork, reinforcement, and all posts and foundation.

T110

[1200 mm wide x 25 mm thick close boarded wrot finish Grade A balau heavy hardwood complete with 150 mm x 150 mm posts at 3 m centres, 1.80 m high] as shown in Drawing No. (……).

m

T120

[40 x 40 x 2.6 mm thick square mild steel hollow section at 100 mm centres bothways welded as a frame 1.5 m high with 80 x 80 x 3.6 mm thick post at 2 m centres] as shown in Drawing No. (….).

m

T130

[3 mm] diameter [PVC-coated galvanised] mild steel wire of [50 mm] square mesh, [2 m] overall height chain link fencing complete with post at [3 m] centres as shown in Drawing No. (….). Rate to include all posts, raked angle, straining wires, barb wires, concrete kerbs, and foundations as shown.

m

Barb/Bladed Wire

T140

[12 SWG galvanised mild steel] barbed/bladed wire fencing; [1.2 m] high with [50 x 50 x 4.5 mm thick] mild steel angle as post planted in mass concrete bases at [2.0 m] centres and including [150 mm high] concrete kerb as shown in Drawing No. (…..).

m

T150

[Brick and mild steel grille fencing; comprising 500 mm high, 115 mm thick brick wall with concrete coping rendered with 19 mm thick cement sand plaster; 230 mm x 230 mm brickwork post; mild steel decorative grille fencing 750 mm high; framed and welded together, all on and including reinforced concrete strip footing as shown in Drawing No. (.....)].

m

T200

GATES

Items for gates shall be deemed to in clude excavation, preparation of surfaces, disposal of excavated material, upholding sides of excavation, backfilling, concrete, formwork, reinforcement, posts and foundations, hinges, bolts, rollers, lockplates, and all necessary welding.

T210

Double leave Grade A balau heavy hardwood gate [2400 mm x 1500 mm high] overall complete with [100 mm x 100 mm] hardwood posts and ironmongery as shown in Drawing No. (……).

nr

Page Total carried to Summary of Class T


Class T: Miscellaneous Work Page BQT169 of BQT173


Code No.

Description

Unit

T220.1

Double leave mild steel gate [3000 mm x 1500 mm high], consisting of [50 x 30 x 3.2 mm thick] rectangular hollow section as frame welded together with [30 x 30 x 2.6 mm thick] square hollow section; including painting, ironmongery; fixing with hinges on lugs built in masonry backing as shown in Drawing No. (........).

nr

T220.2

Single leaf mild steel automatic gate [3000 mm x 1500 mm high], consisting of [50 x 30 x 3.2 mm thick] rectangular hollow section as frame welded together with [30 x 30 x 2.6 mm thick] square hollow section; including painting, ironmongery; fixing with hinges on lugs built in masonry backing as shown in Drawing No. (........). Rate to include motor and automatic control system.

nr

Qty.

Rate

Amount (RM)

Chain Link

Item for chain li nk shall be deemed to include all posts, raked angle, straining wires, barb wires, kerbs where applicable and their foundation. T230

[3 mm] diameter [PVC-costed galvanised mild steel wire of 50 mm square mesh, [3.0 m wide x 2.5 m overall height double leave chain link gate with 60.3 mm OD x 5 mm thick circular hollow section as frame as shown in Drawing No. (.....). Rate to include all posts, hinges, bolts, lock plates, angle braces, barb wires, all necessary welding and foundations as shown.

nr

T240

Double leave galvanised barbed wire [2400 mm x 2000 mm high] gates; comprising [50 x 50 x 4.5 mm thick] mild steel angle frame as shown in Drawing No (………..).

nr

T250

Double leave gate, [2400 mm x 1200 mm high] with 100 mm x 100 mm Grade A wrot finish h eavy hardwood as frame and 12 SWG galvanised barbed wire as shown in Drawing No. (…….).

nr





Code No. T300

Description

Unit

Qty.

Rate

Amount (RM)

SIGNAGES FOR BUILDINGS AND TANKS

Rate for internal and external signages shall be deemed to include fixing complete. Painting of Logos

Supplyand paint [SYABAS] logo and lettering for [water tank] at [ Taman Gembira Cher as] as detailed in the drawings and the following: T310.1

Paint [SYABAS] logo for [water tank] at [Taman Gembira Cheras] as per Specification clause (……….) and detailed in Drawing No. ( ……….).

nr

T310.2

Paint [TNB] logo for sub-station as per Specification clause (……….) and detailed in Drawing No. (……….).

nr

External Signages

T320

Paint lettering for [water tank] at [Taman Gembira Cheras] as per Specification clause (……….) and detailed in Drawing No. (……….).

nr

Internal Signage Internal signage shall be as per Specification clause (……).

T330.1

Laboratory.

nr

T330.2

Work manager room.

nr

T330.3

Control room.

nr

T40 0

BEARING PADS Bridge bearing Supply and install the following bearings inclusive of mortar grout, epoxy mortar, and all temporary work.

Roller

T411.1

Single roller bearing as shown in Drawing No. (…..).

nr

T411.2

Multiple roller bearing as shown in Drawing No. (…..).

nr





Code No.

Description

Unit

Qty.

Rate

Amount (RM)

Slide

T412.1

Plane sliding bearing as shown in Drawing No. (…..).

nr

Rocker

T413.1

Cylindrical rocker bearing as shown in Drawing No. (…..).

nr

T413.2

Spherical rocker bearing as shown in Drawing No. (…..).

nr

Plain rubber

T414

[300 x 300 x 60 mm thick] plain rubber bearing as shown in Drawing No. (…..).

nr

Laminated rubber

T415

[300 x 300 x 80 mm thick] elastomer laminated rubber bearing as shown in Drawing No. (…..).

nr

Pot bearing

T416.1

Sliding guided pot bearing as shown in Drawing No. (…..).

nr

T416.2

Free standing pot bearing as shown in Drawing No. (…..).

nr

Other bearing

T424

300 mm wide x 60 mm thick plain rubber bearing for joint between dome roof and wall as shown in Drawing No. (…..).

nr




163119656 CIDB MyCESMM Library of Standard Descriptions

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