Library of Standard Descriptions-Excel

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xls Class A: General ItemsPage BQA1 of BQA173

CLASS A General Items

Item No. Code No. Description Unit Qty. Rate Amount (RM)

A100 CONTRACTUAL REQUIREMENTS

Bond

A111 Performance Bond. sum

A112 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 ENGINEER/SO/PD'S REQUIREMENTS

A211 sum

A212 Maintenance of office. mth

A213 sum

A214 Maintenance of laboratories. mth

A221 sum

A222 Maintenance of office equipment. mth

Page Total carried to Summary of Class A

Design Guarantee Bond [for roof structure (to be designed by the Contractor) of (………..)].

Facilities for the Engineer/SO/PD's representative. Rate shall be deemed to include the provision of water supply, electricity, and communication facilities.

Establishment and removal of [transportable type cabin] office [with a floor area of 70 m2].

Establishment and removal of [purpose built] laboratories [with a floor area of 60 m2 as shown in Drawing Nos. (……….) to (……..)].

Equipment for Use by the Engineer/SO/PD's Representative

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




A223 sum

A224 Maintenance of laboratory equipment. mth

A225 sum

A226 Maintenance of survey equipment. mth

Services for the Engineer/SO/PD's Representative

A231.1 sum

A231.2 sum

A232.1 Maintenance of vehicle [Type A]. mth

A232.2 Maintenance of vehicle [Type B]. mth

A233 sum

A234 Maintenance of mobile phones. mth

A235 sum

Attendance for Engineer/SO/PD's Representative

A241 [2 Nos.] Drivers for [Type A and Type B vehicle]. man-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


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

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

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

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

Provision of mobile phones [and to be reverted to the Contractor after completion].

Provision of camera [and to be reverted to the Contractor after completion].




Submission of Documents

A251 sum

A252 Drawings [as per Specification clause (…..)]. sum

A253 Method statement [as per Specification clause (…..)]. sum

A254 sum

Miscellaneous

A261 mth

A262 Project signboard. nr

A263 As built drawings. sum

A264 Video recording [as per Specification clause (....)]. sum

A265 Temporary fencing and hoarding. sum

A300 PROJECT REQUIREMENTS

A310 Survey and setting out [by licensed surveyor]. sum

Quality Assurance/Quality Control (QA/QC)

A321 QA/QC Plan [as per Specification clause (…..)]. sum

A322sum

A323 sum

A324sum

A325 sum

Operation and Maintenance of Plant

A331 Operation and Maintenance Manual. sum

A332 sum


Project execution plan [as per Specification clause (…..)].

Work programme [in Microsoft Project on a Gantt Chart format].

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

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

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

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

Testing and commissioning [of plant for a duration of three (3) months].

Training of operating personnel [for a period of 10 weeks].




A333 Provision of manpower [for a period of 12 months]. sum

A334 sum

A335 Utility cost [for a period of 12 months]. sum

Maintenance of Road

A341 sum

A342 sum

A343 sum

A344 sum

A350 Clearance of site upon completion. sum

A400 AUTHORITIES' REQUIREMENTS

Occupational Safety and Health Requirements

A411 Health and safety plan. sum

A412 man-mth

A413 sum

A414 mth

A415 sum

A416 Safety signages. sum

A420 sum

A430 sum


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

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

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

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

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

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

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

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

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

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

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




A500 CONTRACTOR'S REQUIREMENTS

Facilities

A511.1 sum

A511.2 sum

A512.1 sum

A512.2 sum

A513.1 sum

A513.2 sum

A514.1 sum

A514.2 sum

A515.1 sum

A515.2 sum

A516.1 sum

A516.2 sum

A517.1 sum

A517.2 sum

A518.1 Provision of transport. sum

A518.2 sum


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

Set up offices and remove upon completion; fixed charge.

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

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

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

Set up laboratories and remove upon completion; fixed charge.

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

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

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

Set up stores and remove upon completion; fixed charge.

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

Set up workshops and remove upon completion; fixed charge.

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

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

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

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




Temporary Work

A521.1 Construct temporary access roads to site; fixed charge. sum

A521.2 sum

A522.1 sum

A522.2 sum

A523.1 sum

A523.2 sum

A524.1 sum

A524.2 sum

A525.1 sum

A525.2 sum

A526.1 sum

A526.2 sum

A527.1 sum

A527.2 sum

Site Management

A531 sum

A532 QA/QC officer for the duration of contract period. man-mth


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

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

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

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

Maintain cofferdam for duration of construction; time-related charge.

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

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

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

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

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

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

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

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

Site agent for the duration of conract period; time-related charge.




A540 sum

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

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 sum

A711.2 sum

A711.3 sum

A711.4 Attendance [for Item A711.3]. sum

A711.5 Profit for [Item A711.3]. %

Prime Cost Items

A721 sum

A722 Attendance. sum

A723 Profit. %


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

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

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

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

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




Summary of Class A: General Items

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Total of Class A carried to Grand Summary

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass B: Environmental Protection and Enhancement

Page BQB9 of BQB173

CLASS BEnvironmental Protection and Enhancement


B100

B110 sum

B120 man-mth

B200

B210 m

B220 m2

B230 nr

B240 m3

B250 m3

Sediment Basin

B261 Excavation. m3

B262 m3

B263 m3

B264 Class X, 1.0 m diameter reinforced concrete pipe. m

B265 Geotextile as per Specification clause (….). m2

B266 m3

Page Total carried to Summary of Class B

ENVIRONMENTAL MANAGEMENT PLAN (EMP)

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.

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

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.

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

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

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

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

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

Granular filling. Rate to include imported fill as necessary.

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

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


Page BQB10 of BQB173



B267 m2

B268 Riprap of 300 mm average thickness. m2

Silt Trap

B271 Excavation. m3

B272 m3

B273 m3

B274 Class X, 1.0 m diameter reinforced concrete pipe. m

B275 Geotextile as per Specification clause (….). m2

B276 m3

B277 m2

B278 Riprap of 300 mm average thickness. m2

Maintenance

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


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

Granular filling. Rate to include imported fill as necessary.

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

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

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

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.





B300

B310 sum

B320 sum

B330 sum

B341 pH nr

B342 Total suspended solid (TSS). nr

B345 Dissolved Oxygen (DO) nr

B347 Ammoniacal nitrogen nr

Water Quality Sampling and Laboratory Testing

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


WATER QUANTITY CONTROL AND MONITORING

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.

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

Sewage treatment facilities for [workmen accomodation].

Water Quality Sampling and In 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].

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].





B357 Ammoniacal nitrogen. nr

B358 Oil and grease. nr

B400 AIR QUALITY CONTROL AND MONITORING

B410 set

B420 nr

B430 nr

B440 sum

Air Quality Sampling

B451 nr

B452 Wind velocity and direction. nr

B453 Particulate matter (PM10). nr

B500

B510 m

B520 Vibration control. sum


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.

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].

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.

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

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

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

NOISE AND VIBRATION CONTROL AND MONITORING

[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.





Noise Level Measurement

B531 Ambient noise level measurement. nr

B532 Spot noise level measurement. nr

B540 sum

B600 WASTE MANAGEMENT

B610 sum

B620 sum

B630 sum

B640 sum

B700 CONSERVATION/PRESERVATION

Preservation of Flora

B711 Flora survey report [in five sets]. sum

B712 nr

B713 Relocation of flora of the (…) species to arboreta. nr


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

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

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

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

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

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

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.





Preservation of Fauna

B721 Fauna survey report [in five sets]. sum

B722 nr

Preservation of Archeological/Heritage

B731 Report [in five sets]. sum

B732 Protection. sum

B800 ENVIRONMENT REPORT

B810.1 sum

B810.2 sum

B810.3 sum

B810.4 sum

B810.5 sum

B820 sum

B830 Environmental closure audit report in [five sets]. sum


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 the final site of relocation/rehabilitation.

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

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. (………….)].

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].

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

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

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





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Page BQB6

Total of Class B carried to Grand Summary

Summary of Class B: Environmental Protection and Enhancement

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xls Class C: Traffic Management and ControlPage BQC16 of BQC173

CLASS CTraffic Management and Control


C100 TRAFFIC MANAGEMENT PLAN

C110 Traffic Impact Study sum

C120 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

Page Total carried to Summary of Class C

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

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.

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.




Temporary Traffic Signs

C211.1 nr

C211.2 nr

C211.3 nr

C211.4 nr

C212 nr

C213.1 set

C213.2 set

Barriers and Barricades

C221 nr

C222 nr

C223 Wooden barricade. nr

C224 Vehicle mounted impact attenuator. nr

C225 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 nr


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

Portable non-illuminated retro-reflective in [aluminium] sheeting for [advance warning sign].

Portable non-illuminated retro-reflective in [aluminium] sheeting for [detour sign].

Portable non-illuminated retro-reflective in [aluminium] sheeting for [obstruction marker].

Portable non-illuminated retro-reflective in [aluminium] sheeting for [apologetic sign].

Portable changeable message signs (PCMS) of [2.5 m] x [1.5 m] as per Specification clause (…).

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

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

Heavy duty water- or sand-filled PVC barrier of the [New Jersey] type.

[Precast movable reinforced] concrete barrier of the [New Jersey] type.

[750 x 600mm] battery operated flashing arrows on powder coated mild steel plate.




C234 nr

C235 nr

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 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 TRAFFIC MANAGEMENT REPORT

C310 sum

C320 sum


[115mm] diameter battery operated revolving beacon lights.

[150mm] diameter polycarbonate lens battery operated blinkers.

[100mm] wide intermittent line with [1000mm] line and [1700mm] gap.

Traffic management safety report [on a monthly basis in five sets].

Road safety audit report [on a quarterly basis in 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.




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Total of Class C carried to Grand Summary

Summary of Class C: Traffic Management and Control

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass D: Site Investigation Work

Page BQD20 of BQD173

CLASS DSite Investigation Work


D100 MOBILISATION AND DEMOBILISATION

D110 Deep Boring sum

D120 Cone Penetration Tests sum

D130 Field Tests sum

D200 DEEP BORING

Plant Movement

D211 Flat land. nr

D212 Hillslopes. nr

D213 Floating platform. nr

D214 Fixed platform. nr

D215 Swampy ground. nr

Boring in Soil

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

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.

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

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:

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.





D221.5 40 – 50 m. m

D221.6 Exceeding 50 m. m

Water with bentonite or polymer [as drilling fluid]


D222.2 10 – 20 m. m

D222.3 20 – 30 m. m

D222.4 30 – 40 m. m

D222.5 40 – 50 m. m


Air/foam [as drilling medium]


D223.2 10 – 20 m. m

D223.3 20 – 30 m. m

D223.4 30 – 40 m. m

D223.5 40 – 50 m. m


Drilling in Rock

Water [as drilling fluid]


D231.2 10 – 20 m. m

D231.3 20 – 30 m. m

D231.4 30 – 40 m. m

D231.5 40 – 50 m. m


Air/foam [as drilling medium]



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].





D232.2 10 – 20 m. m

D232.3 20 – 30 m. m

D232.4 30 – 40 m. m

D232.5 40 – 50 m. m


Reaming casing


D233.2 10 – 20 m. m

D233.3 20 – 30 m. m

D233.4 30 – 40 m. m

D233.5 40 – 50 m. m


Grouting


D234.2 10 – 20 m. m

D234.3 20 – 30 m. m

D234.4 30 – 40 m. m

D234.5 40 – 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






Vane shear test


D242.2 10 – 20 m. nr

D242.3 20 – 30 m. nr

D242.4 30 – 40 m. nr

D242.5 40 – 50 m. nr


Pressure meter test


D243.2 10 – 20 m. nr

D243.3 20 – 30 m. nr

D243.4 30 – 40 m. nr

D243.5 40 – 50 m. nr


Field permeability test


D244.2 10 – 20 m. nr

D244.3 20 – 30 m. nr

D244.4 30 – 40 m. nr

D244.5 40 – 50 m. nr


Dynamic cone test


D245.2 10 – 20 m. nr

D245.3 20 – 30 m. nr

D245.4 30 – 40 m. nr

D245.5 40 – 50 m. nr







Sampling

[5 kg] Disturbed samples


D251.2 10 – 20 m. nr

D251.3 20 – 30 m. nr

D251.4 30 – 40 m. nr

D251.5 40 – 50 m. nr


Undisturbed sample using thin wall tube sampler


D252.1 10 – 20 m. nr

D252.3 20 – 30 m. nr

D252.4 30 – 40 m. nr

D252.5 40 – 50 m. nr


Undisturbed sample using Mazier sampler


D253.2 10 – 20 m. nr

D253.3 20 – 30 m. nr

D253.4 30 – 40 m. nr

D253.5 40 – 50 m. nr


Undisturbed sample using piston sampler


D254.2 10 – 20 m. nr

D254.3 20 – 30 m. nr


Carry out the following sampling in borehole. Rate to include transportation and protection as per Specification clause (…………………).





D254.4 30 – 40 m. nr

D254.5 40 – 50 m. nr


Undisturbed sample using Denison sampler


D255.2 10 – 20 m. nr

D255.3 20 – 30 m. nr

D255.4 30 – 40 m. nr

D255.5 40 – 50 m. nr


Water sample [minimum 1 litre]


D256.2 10 – 20 m. nr

D256.3 20 – 30 m. nr

D256.4 30 – 40 m. nr

D256.5 40 – 50 m. nr


Miscellaneous

D261 Borehole marker. nr

D300 CONE PENETRATION TESTS

Plant movement

D311 Flat land. nr

D312 Hillslopes. nr

D313 Floating platform. nr

D314 Fixed platform. nr

D315 Swampy ground. nr


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:





Test


D321.2 10 – 20 m. m

D321.3 20 – 30 m. m

D321.4 30 – 40 m. m

D321.5 40 – 50 m. m


Piezocone


D322.2 10 – 20 m. m

D322.3 20 – 30 m. m

D322.4 30 – 40 m. m

D322.5 40 – 50 m. m


Dissipation test [maximum 2 hours per test]


D323.2 10 – 20 m. nr

D323.3 20 – 30 m. nr

D323.4 30 – 40 m. nr

D323.5 40 – 50 m. nr


Miscellaneous

D331 Test location marker. nr


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





D400 FIELD TESTS

Hand Auger

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

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 nr

D434 nr

D435 Pocket penetrometer. nr


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

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

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 (…………………..).

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

In situ CBR at locations as shown in drawings.





D436 Field density as per Specification clause (………..). nr

Sampling

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

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

D521 Unconfined compressive strength. nr

D522 Unconsolidated undrained triaxial compression. set

D523 set

D524 set

D525.1 [60 mm square] direct shear box test. set


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 (…………………..).

All laboratory tests shall be to [BS 1377:1990], unless stated otherwise. Rate to include preparation of specimens.

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

Consolidated undrained triaxial compression test with pore water pressure measurement.

Consolidated drained triaxial compression test with pore water pressure measurement.







D526.1 [60 mm square] multi-reversal shear box test. set

D526.2 [100 mm square] multi-reversal shear box test. set

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 nr

D553 Point load test. nr

D554 nr

Compressibility and Permeability Tests

D561 One-dimensional consolidation. nr


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

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





D562 Variable head permeability. nr

D563 Fixed head permeability. nr

D600 INSTRUMENTATION

D610 nr

D620 nr

D631 Settlement surface marker. nr

D632 nr

D633 Settlement displacement marker. nr

D640 nr

D650 Deep levelling datum. nr

D660 nr

D700 GEOPHYSICAL SURVEY AND MAPPING

Seismic Refraction Survey

D711 sum

D712 set

D713 sum


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

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

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

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

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.

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

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.

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





Resistivity Profiling

D721 sum

D722 set

D723 Process data for preparation of resistivity profiles. sum

D730 m2

Utilities Detection and Mapping

D741 m2

D742 sum

D743 Conduct site verification. sum

D800 REPORT

Preliminary Report

D811 sum

D812 sum


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.

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

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.

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

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.

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

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.





D813 sum

D814 sum

D815 sum

Final Report

D821 sum

D822 sum

D823 sum

D824 sum

D825 sum


Resistivity profiling 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.

Geological terrain mapping report as per Specification clause (…………) to be submitted in [two sets] with comb binding.

Utilities detection and mapping report as per Specification clause (………… ) to be submitted in [two sets] with comb binding.

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

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

Resistivity profiling report as per Specification clause (…………) to be submitted in [five sets] in hard cover.

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

Utilities detection and mapping report as per Specification clause (…………) to be submitted in [five sets] in hard cover.





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

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass E: Demolition and Site Clearance

Page BQE34 of BQE173

CLASS EDemolition and Site Clearance


E100 GENERAL CLEARANCE

Above Ground

E110.1 ha

E110.2 General clearance to [palm oil estate]. ha

E120 ha

E200 TREES

E210 nr

E220 Trees of girth: 1 ‒ 2 m. nr

E230 Trees of girth: 2 ‒ 5 m. nr

E240 Trees of girth exceeding 5 m. nr

E300 BUILDING

Concrete

E311 sum

E312 sum

Page Total carried to Summary of Class E

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

General clearance to [primary forest]. Rate to 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 the Employer].

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

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

Trees of girth: 0.5 ‒ 1 m.

[Holes after the removal of stumps shall be filled with granular material].

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

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





Brickwork and Masonry

E321 sum

E322 sum

Timber

E331 Individual building ‒ [3 m x 3 m guard house]. sum

E332 sum

Metal

E341 sum

E342 sum

No predominant material

E351 sum

E352 sum

E400 STRUCTURES

Concrete

E411 sum

E412 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


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

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

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

Individual buildings ‒ [50 m x 10 m steel portal frame factory].

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

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

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].

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

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





Metal

E441 sum

No Predominant Material

E451 sum

E452 sum

E500 PIPELINES

E510 m


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

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

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

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

[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 (…….).





Summary of Class E: Demolition and Site Clearance

Page BQE1

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Page BQE3

Total of Class E carried to Grand Summary

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass F: Earthworks

Page BQF38 of BQF173

CLASS FEarthworks


F100 EXCAVATION

Stripping

F111.1 m2

F111.2 m2

Cut to Fill

F121.1 m3

F121.2 m3

F121.3 m3

F122 Excavate in natural hard material to form embankment. m3

F123.1 m3

F123.2 m3

F123.3 m3

F123.4 m3

Cut and Dispose

F131.1 m3

Page Total carried to Summary of Class F

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

Topsoil of average depth of 150 mm and stockpile for re-use as top soil for turfing.

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

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

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

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

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

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

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

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

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

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



CLASS FEarthworks


F131.2 m3

F132 m3

F133.1 m3

F133.2 m3

F134 m3

F135 m3

Foundation

F141 m3

F142 m3

F143 m3

F144 m3

F145 m3

F150 m3


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].

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.

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

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

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

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

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

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

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

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

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

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

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



CLASS FEarthworks


F161 sum

F162 m3

F200 EXCAVATION ANCILLARIES

Double Handling of Excavated Material

F211 m3

F212 m3

F213 m3

F214 m3

F230 Timber support left-in. m2

F240 Metal support left-in. m2

F300 FILLING

General

F311 m3

F312.1 m3

F312.2 m3

F313 Grade C20 mass concrete. m3


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

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.

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

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

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

In artificial hard material to temporary stockpile before final disposal.

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

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

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

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



CLASS FEarthworks


F314 m3

Embankments

F321 m3

F322 m3

F323 Grade C20 mass concrete. m3

F324 m3

Replacement

F331 Replace unsuitable material using excavated material. m3

F332 m3

F333 m3

F334 m3

F340.1 To structures – filling around column stumps. m3

F340.2 m3

F350 Filling to embankment at Sg. (….) below water level. m3

F400 FILLING ANCILLARIES

F410 m2


F500 LANDSCAPING

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

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

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

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

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

Replace excavated unsuitable material with Grade C20 mass concrete.

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

To structures – filling sides of wall above raft foundation.

[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 (….).



CLASS FEarthworks


F510.1 Spot turfing to flat areas. m2

F510.2 m2

F520.1 Hydroseeding as per Specification clause (….). m2

F520.2 Hydroseeding with fibromat or equivalent. m2

F530 m2

F540 m

F550 nr


Summary of Class F: Earthworks

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.

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

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

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

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



CLASS FEarthworks


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Total of Class F carried to Grand Summary

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass G: Geotechnical Work

Page BQG44 of BQG173

CLASS GGeotechnical Work


G100 PLANT AND EQUIPMENT

G110 sum

G120 sum

G130 Temporary staging. sum

G200 RETAINING STRUCTURES

Gabion

G211.1 m3

G211.2 m3

G211.3 m3

G212 m2

G213 m2

Cribwall

G221 m2

G222 m2

Page Total carried to Summary of Class G

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

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.

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

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

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

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

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

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

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

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





G223 m2

G224 m2

G225 m2

Reinforced Soil Slope

G231 m2

G232 m2

G233 m3

G234 m3

G235 m2

Reinforced Soil Wall

G241.1 Not exceeding 6 m. m2

G241.2 Exceeding 6 m but not exceeding 9 m. m2



G242 m3

G243 m3

G244 m


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

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

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

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

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

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

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

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

[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:

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

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

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





G245 nr

G300 SLOPE STABILISATION

Soil Nailing

G311.1 [6 m] long. nr

G311.2 [9 m] long. nr

G311.3 [12 m] long. nr

G312.1 To [1.5] times the working load of 50 kN. nr



Rock Bolt

Type A with T32 bolt as shown in Drawing No. (….).

G321.1 [2 m] long. nr

G321.2 [4 m] long. nr

G322 nr


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

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. (....).

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

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.

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





Ground Anchor

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

G331 In earth. m

G332 In natural hard material. m

G333 In rock. m

G334 nr

Concrete Buttress

G340.1 m2

G340.2 m2

Horizontal Drain

G351 In earth. m

G352 In rock. m

G400 SURFACE PROTECTION

G410 m2


Rate for ground anchor shall be deemed to include prestressed tendons, drilling, grouting, concreting, and all necessary formwork.

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

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

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

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

Rate for horizontal drain shall be deemed to include drilling and perforated pipe.

[100 mm] diameter uPVC horizontal drain as shown in Drawing No. (….).

[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. (….).





G420 m2

G430 m2

G440 m2

G450 m2

G500 GROUND TREATMENT

G510 m

G520 nr

G530 nr

G540 m

G550 m

G560 m

G570 m

G600 GROUTING WORK

G611 Earth. m

G612 m

G620 m


[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.

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

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

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

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

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

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

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

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

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

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

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

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

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





Grout Injection

Grout mixed components:

G631 Cement. t

G632 Sand. t

G633 Bentonite. t

G634 Aluminium powder. kg

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

G711 Earth. m3

G712 Natural hard material. m3

G713 Rock. m3

G714 Artificial hard material. m3

G720 [Grade C40] tremie mix concrete. m3

Mild steel bar reinforcement

G731.1 Nominal diameter: [10 mm]. t


High tensile steel bar reinforcement




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

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.

Reinforcement, Rate To Include Labour for Cutting, Bending and Placing








G740 Waterproofed joints. sum

G750 Guide walls. m

G760 m

G770 m


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

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





Summary of Class G: Geotechnical Work

Page BQG1

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Page BQG3

Page BQG4

Page BQG5

Page BQG6

Page BQG7

Total of Class G carried to Grand Summary

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass H: Piling Work

Page BQH52 of BQH173

CLASS HPiling Work


H100 PLANT AND EQUIPMENT

H110 sum

H120 sum

H130 sum

H200 PILES

Bored Piles

[900 mm] diameter bored piles as working piles.

H211.1 m

H211.2 m

H212.1 m

H212.2 m

H213 m

H214 t

Page Total carried to Summary of Class H

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

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.

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

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

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

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

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

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

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.

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

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



CLASS HPiling Work


H215 t

H216 t

H217 Concreted length with grade [C40/20]. m

H218 Cut-off piles. Rate to include preparing heads. nr

H221 m

H222 m

Reinforcement straight bars nominal diameter:

H224 t

H225 t

H226 t

H227 Concreted length with grade [40/20]. m


Caisson Piles

[2500 mm] diameter caisson piles as working piles.

H231 m

H232 m

H233 m


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

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

Driven Cast In situ Concrete Piles

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

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

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

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


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

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

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

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



CLASS HPiling Work


H234 t

H235 t

H236 t

H237 Concreted length with grade [C40/20]. m

Micropiles

[200 mm] diameter micropiles as working piles.

H241 m

H242 m

H243 m

H244 t

H245 t

H246 t

H247 m3


Precast Reinforced Concrete Piles

H251.1 Supply initial piles with rock shoes of [12 m] length. nr

H251.2 Supply extension piles of [9 m] length. nr




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

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

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

Supply and install [127 mm OD x 9 mm thick Grade N-80 API pipe].



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

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.

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



CLASS HPiling Work


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 m

H254 nr


Precast Prestressed Concrete Piles

H261.1 Supply initial pile with rock shoes of [12 m] length. nr

H261.2 Supply extension pile of [9 m] length. nr




H263 m

H264 nr

H265 m


Steel H-Piles

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

H271 nr





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

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

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

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


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

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 (…..).



CLASS HPiling Work


H273 nr


Steel Pipe Piles

H281 nr




H283 nr


H300 PILES

Timber Piles

H311 Supply in [12 m] length. nr




H313 nr


Precast Prestressed Concrete Sheet Piles

H321 Supply in [12 m] length. nr

H322 Depth driven. m2

H323 Cut-off piles. Rate to include preparing heads. m


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

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

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 (…..).


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

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

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



CLASS HPiling Work


Interlocking Steel Sheet Piles

H331 Supply in [12 m] length. m

H332 Depth driven. m2

H333 m

H334 Cut-off piles. Rate to include preparing heads. m

H335 m

H336 [Type 1] ground anchor as shown in Drawing No. (….). nr

H400 MISCELLANEOUS WORK

Obstructions

H411 m

H500 PILE TESTS

H510.1 nr

H510.2 nr

H510.3 nr

H520 nr

H530 nr

H540 nr

H550 nr

H560 nr


Interlocking Grade 43A steel sheet piles, [Z-section] , at 66.1 kg/m, section modulus of 1200 cm³/m.

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

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

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

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

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).

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

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

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

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

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

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



CLASS HPiling Work


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

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass I: Concrete WorkPage BQI59 of BQI173

CLASS IConcrete Work


I100

Grade C15 Concrete

I111.1 Mass concrete blinding, [50 mm] thick [to footing]. m2

I111.2 m2

I112 Mass concrete benching to sumps. m3

Grade: C20

I121 m2

I122.1 Mass concrete benching to sumps. 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 m3

I137 m3

Page Total carried to Summary of Class I

IN SITU CONCRETE DESIGN MIX

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

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

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

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

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




Grade: C30

I142.1 Reinforced concrete base to [trenches]. m3

I142.2 m3

I142.3 Reinforced concrete pile caps to [Workshop]. m3

I142.4 Reinforced concrete ground slab to [Workshop]. m3

I143 m3

I144 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 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


Reinforced concrete footings to [Administration Building].

Reinforced concrete columns to [Administration Building].

Reinforced concrete beams to [Administration Building].



Reinforced concrete to columns for [Chlorine Building].




Grade: C35A

I162 Reinforced concrete bases to [clear water tank]. m3

I163 Reinforced concrete columns to [clear water tank]. m3

I164 Reinforced concrete beams [to support static mixer]. m3

I165 Reinforced concrete walls to [clear water tank]. m3

I166 m3

I167 m3

Grade: C40

I172.1 Reinforced concrete bases. m3

I172.2 Reinforced concrete footings. 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


Grade: C50

I182.1 Reinforced concrete bases. m3

I182.2 Reinforced concrete footings. m3



I183.1 Reinforced concrete columns. m3

I183.2 Reinforced concrete piers. m3


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

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








I200

1:3:6

I211 Mass concrete blinding, [50 mm] thick [to footing]. m2

I212 Mass concrete benching to sumps. m3

1:2:4

I221 m2

I222.1 Mass concrete benching to sumps. 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 Reinforced concrete columns. m3





1:1.5:3

I232.1 Reinforced concrete base to [trenches]. m3

I232.2 m3

I232.3 Reinforced concrete pile caps to [Workshop]. m3

I232.4 Reinforced concrete ground slab to [Workshop]. m3


IN SITU CONCRETE PRESCRIBED MIX

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

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

Reinforced concrete footings to [Administration Building].




I233 m3

I234 m3

I235 Reinforced concrete walls to [trenches]. m3

I236 m3

I237 m3

1:1:2

I242.1 Reinforced concrete base to [elevated water tank]. m3

I242.2 Reinforced concrete to footings [of TNB sub-station]. m3



I243 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


I300 PRECAST CONCRETE

I310.1 nr

I310.2 nr


Reinforced concrete columns to [Administration Building].

Reinforced concrete beams to [Administration Building].



Reinforced concrete to columns for [Chlorine Building].

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

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

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




I320 nr

I330 nr

I340 nr

I350 nr

I360 nr

I370 nr

I380 m

I400 FORMWORK

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


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

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

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

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

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

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

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

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




I414.2 F3: smooth finish to walls. m2

I414.3 F3: smooth finish to walls, curved on plan. m2

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 m2

I442 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

I500 REINFORCEMENT

Mild Steel Bars

I511 Nominal diameter: 6 mm. t








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

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

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




I518 Nominal diameter: larger than 40 mm. t

High Tensile Bars









Reinforcing Bars of Other Stated Material









I540.1 nr

I540.2 nr

I550.1 High tensile steel fabric – mesh A98 (A4), 1.54 kg/m2. m2

I550.2 m2

I550.3 m2


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

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

High tensile steel fabric – mesh A142 (A5), 2.22 kg/m2.





I550.4 m2

I550.5 m2

I550.6 m2

I550.7 m2

I550.8 m2

I550.9 m2

I550.10 m2

I550.11 m2

I550.12 m2

I550.13 m2

I550.14 m2

I550.15 m2

I550.16 m2

I560 Fabric of other stated material. m2

I600 CONCRETE ANCILLARIES

Joints

Rate for joints shall be deemed to include formwork.

I611 Construction joint, [150 mm wide]. m

I612 m




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






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





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




I613 m

I614.1 m

I614.2 m

I615.1 m

I615.2 m

I616 nr

I617 nr

Post-Tensioned Prestressing

I621 nr

I622 nr

I623 nr

I624 nr

Finishing of Top Surfaces

I631 Power float. m2


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

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

[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.

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

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

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

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

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

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].

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].

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].

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].

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




I632 Class U3 finish. m2

I633 Class U4 finish. m2

Finishing of Formed Surfaces

I641 Aggregate exposure using retarder. m2

I642 Bush hammering. m2

I643 m2

Inserts

I651 100 mm diameter GVC pipe. m

I652.1 nr

I652.2 nr

I652.3 nr

I652.4 nr

I660 nr

I700

I710 m3

I720 m3

I730 m3

Linings and Coatings

I741 m2


Other stated surface treatment carried out after striking formwork.

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

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

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

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

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

ANCILLARY WORK FOR WATER RETAINING STRUCTURE

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

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

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

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

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




I742 m2

I743 m2

I744 m2

I745 m2


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

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

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

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




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

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass J: Brickwork, Blockwork and Masonry

Page BQJ72 of BQJ173

CLASS JBrickwork, Blockwork, and Masonry


J100 BRICKWORK

J111.1 m2

J111.2 m2

J111.3 m2

J111.4 m2

J111.5 m2

J121.1 m2

J121.2 m2

J131 m2

J141 m2

J151 m2

J161 m2

Page Total carried to Summary of Class J

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

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

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

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

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

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

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

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

[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.

[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].

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

[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].





J171 m2

J180.1 m3

J180.2 m3

J200 BLOCKWORK

J211 m2

J221 m2

J251 m2

J271 m2

J280.1 m3

J280.2 m3

J300 MASONRY

J311 m2

J321 m2


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

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

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

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

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

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

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

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

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

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

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

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

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





J331 m2

J342 m2

J351 m2

J361 m2

J371 m2

J380.1 m3

J380.2 m3

J400 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 m

J415 Bullnose corbel as shown in Drawing No. (….). m

J416 m


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].

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].

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

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].

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

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

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

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

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





J417 Brickwork plinths as shown in Drawing No. (….). m

J418 [115 mm] thick fair facing brickwork. m2

Ancillaries

J421 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


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





Page BQJ1

Page BQJ2

Page BQJ3

Page BQJ4

Total of Class J carried to Grand Summary

Summary of Class J: Brickwork, Blockwork, and Masonry

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass K: Timber Work

Page BQK77 of BQK173

CLASS KTimber Work


K100 TIMBER COMPONENTS

Grade A Heavy Hardwood; Wrot Finish

K111.1 m

K111.2 m

K112 m

Grade B Medium Hardwood; Wrot Finish

K121.1 m

K121.2 m

K122.1 m

K122.2 m

Grade C Light Hardwood; Wrot Finish

K131.1 m

K131.2 m

K132.1 m

K132.2 m

Page Total carried to Summary of Class K

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

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

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

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

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

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

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

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

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

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

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

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



CLASS KTimber Work


Grade D Softwood; Wrot Finish

K141 m

K142 m

K200 DECKING AND BOARDING


K211 m2

K212.1 m2

K212.2 m2

K213 m2


K221 m2

K222 m2

K223 m2


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

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

Rate for decking and boarding shall be deemed to include framework where expressly required; walls and soffits shall include for any temporary staging required.

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

[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].

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

[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].

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

[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].

[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].



CLASS KTimber Work


Grade C lLght Hardwood; Wrot Finish

K231 m2

K232 m2

K233 m2


K241.1 m2

K241.2 m2

K242 m2

K243 m2

K300 MISCELLANEOUS WORK


K311 m

K312 m


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

[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].

[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].

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

[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].

[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].

[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].

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

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



CLASS KTimber Work


K313 m

K314 m


K321 m

K322 m

K323 m

K324 m

Grade C Light Hardwood; Wrot Finish

K331 m

K332 m

K333 m

K334 m


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

[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.

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

[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 (….).

[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 (….).

[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 (….).

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

[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 (….).

[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 (….).

[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 (….).



CLASS KTimber Work



K341 m

K342 m

K343 m

K344 m


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

[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 (….).

[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 (….).

[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 (….).



CLASS KTimber Work


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

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass L: Metalwork

Page BQL83 of BQL173

CLASS LMetal Work


L100

Hot-Rolled Sections

L111 t

L112 t

L113 t

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 t

L116 t

L117 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

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].

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

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

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

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

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

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

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



CLASS LMetal Work


L125 t

L126 [200 x 68 x 2 mm] thick C-channel as wall bracings. t

Built-up or Fabricated Sections

L131 t

L132 Built-up box girders as shown in Drawing No. (…..). t

L133 t

Extruded Sections

L141 t

L142 t

L144 t

L146 t

Black Bolts

L151 nr

L152 Nominal diameter: 20 – 24 mm. nr






L158 Nominal diameter of [60 mm]. nr


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

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

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

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

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

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

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

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

Nominal diameter: 16 – 20 mm.



CLASS LMetal Work


High Strength Friction Grip Bolts

L161 nr

L162 nr

L163 nr

L164 nr

L165 nr

L166 nr

L167 nr

L168 nr

Anchorages and Holding Down Bolt Assemblies

L170 nr

L200 MISCELLANEOUS METALWORK

L210 nr

L220 [2 m] wide walkways as per Drawing No. (….). m2

L230 m


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

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

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




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



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

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

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

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.



CLASS LMetal Work


L240 m

L250 m

Decking

L261 m2

L262 m2

L263 Welded mesh paneling. m2

L264 m2

L270 m2

L280 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 m

Tanks

L321 nr

L322 nr


Galvanised mild steel handrail of 42.4 mm diameter tubular section of 3.2 mm thickness and 1100 mm high with fixing accessories as shown on the drawing.

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

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

[8 mm] thick galvanised mild steel chequered plates trench covers.

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.

[6 mm] thick galvanised mild steel chequered plates flooring.

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

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

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

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.

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.



CLASS LMetal Work


Summary of Class L: Metalwork

Page BQL1

Page BQL2

Page BQL3

Page BQL4

Total of Class L carried to Grand Summary

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass M: Building Work

Page BQM88 of BQM173

CLASS MBuilding Work


M100 ROOFING WORK

Timber Roof Structure

M111.1 m

M111.2 m

M111.3 m

M112 m2

Metal Roof Structure

M113.1 kg

M113.2 kg

M113.3 kg

M113.4 kg

M114.1 m2

M114.2 m2

Page Total Carried to Summary of Class M

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

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

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

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

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.

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

[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. (….).

[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. (….).

[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. (….).

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

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.

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.





Roof Covering

M121.1 m2

M121.2 m2

M122 m2

M123 m2

Underlay

M131 m2

M132 m2

Insulation

M141 m2

M142 m2


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.

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

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

[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. (….).

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


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

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


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

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





Roofing Ancillaries

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 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

M161.1 m

M161.2 m

M162.1 m

M162.2 m

M163 nr

M164 nr

M165 [6 mm thick corrugated] ventilator sheet. nr


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.

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


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

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

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

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

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

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





M166 Roofing sheet with soaker flanges. nr

M167 Ridge ventilator. nr

Tiles Components

M171 Valley tiles (coloured) to match interlocking tiles. m

M172 Mitred hip tiles (coloured) to match interlocking tiles. m

M173 m

M174.1 Ridge capping [500 mm girth]. m

M174.2 Hip capping [500 mm girth]. m

M175 m

M176 Saddle (coloured) to match interlocking tiles. nr

M177 Glass tiles to match interlocking tiles. nr

Gutters and Downpipes

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

Asphalt

M211 m2



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

Vertical angle tiles (coloured) to match interlocking tiles.

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

Rate for water proofing to include preparing surfaces, forming joints, overlaps, mitres, angles, fillets, built-up edges, and laying to falls or cambers.

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





M212 m2

M213 m2

M214 m

M215 nr

M216 nr

Bituminous

M221 m2

M222 m2

M223 m2

M224 m

M225 nr

M226 nr

Sheet Metal

M231 m2

M232 m2

M233 m2

M234 m

M235 nr


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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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





Waterproofing Sheeting

M241 m2

M242 m2

M243 m2

M244 m

M245 nr

M246 nr

Waterproof Coating

M251 m2

M252 m2

M253 m2

M254 m

M255 nr

M256 nr

Rendering in Ordinary Cement Mortar

M261 m2

M262 m2

M263 m2


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

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

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

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

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

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

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

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

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

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

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

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

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

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

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





M264 m

M265 nr

M266 nr

Rendering in Water Proof Cement Mortar

M271 m2

M272 m2

M273 m2

M274 m

M275 nr

M276 nr

Sprayed or Brushed Waterproofing

M281 m2

M282 m2

M283 m2

M284 m


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

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

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

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

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

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

[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.

[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.

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

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

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

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

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





M285 nr

M286 nr

M300 WINDOWS AND DOORS

Timber

M312 nr

M313 nr

M314.1 nr

M314.2 nr

M315 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 nr

M317.4 ["St Guchi D264-70-SS-HOM"] half deadbolt. nr

M317.5 ["Dorma"] door closers, [140 mm x 22 mm]. nr

M318 nr


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

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

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

[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. (……).

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

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

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

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

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

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





Metal

M321 nr

M322 nr

M323 nr

M324 nr

M326 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 m2

M430 nr

M440 Hermetically sealed units for double glazed panel. nr

M450 nr


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. (…).

[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. (…).

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

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

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

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

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

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





M500 FINISHES

Floor Finishes

M511 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 m2

M516 m2

M517 m2

Skirting to Floor

M520 m

Wall Finishes

M531 m2

M532 [20 mm] thick cement and sand plastering to wall. m2

M533 [20 mm] thick granolithic finish to wall. m2


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.

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

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

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

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.

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.

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

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.

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





M534 [10 mm] thick wash aggregates finish to wall. m2

M535 Spray tiles. m2

M536 m2

Ceiling Finishes

M541 Skim coat plaster to soffits and sides of beam. m2

M542 m2

M543.1 m2

M543.2 m2

M543.3 m2

M543.4 m2

M544 Cornices. m

M545 [600 mm x 600 mm] access panel. nr

M600 FLOOR AND WALL SYSTEM

Wall Partition

M611 [100 mm] thick eco-solid wall system. m2

M612 [10 mm] thick full board m2


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

Rate for ceiling finishes to include any temporary staging required.

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

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

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

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

[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.

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.





M613 m2

M614 [2000 mm x 1500 mm x 2200 mm] cubicle sets nr

M620 m2

M700 PLUMBING WORK

Cold Water Plumbing System

M710 sum

Water Storage Tank

M720 nr

Sanitary Plumbing System

M730 sum

Sanitary Appliances and Fittings

M740 nr

Page Total carried to Summary of Class M

Septic Tanks

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

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.

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

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

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

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.





M751 nr

M752 nr

Page Total carried to Summary of Class M

Summary of Class M: Building Work

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

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

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





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

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xls Class N: Painting WorkPage BQN102 of BQN173

CLASS NPainting Work


N100 OIL PAINT

Metal Surfaces

N111 m2

N112 m

Timber

N121 m2

N122 m

Pipework

N161 m2

N162 m

Page Total carried to Summary of Class N

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

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 [two] coats of base primer and [two] coats of oil paint to:

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

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

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 oil paint to:

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

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

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 oil paint to:

Pipework surfaces of members exceeding 300 mm girth.

Pipework surfaces of members not exceeding 300 mm girth.




N200 ALKYD GLOSS PAINT

Metal Surfaces

N211 m2

N212 m

Timber

N221 m2

N222 m

Pipework

N261 m2

N262 m



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

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

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

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:

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

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

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:






N300 EMULSION PAINT OR ACRYLIC PAINT

Smooth Surfaces

N331.1 m2

N331.2 m2

N331.3 m2

N331.4 m2

N331.5 m2

N331.6 m2

Rough Surfaces

N341.1 m2

N341.2 m2

N341.3 m2


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

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

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

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

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

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

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

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

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

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


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

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




Masonry

N351 Masonry surfaces of members exceeding 300 mm girth. m2

N400 CEMENT PAINT

Rough Surfaces

N441 Concrete surfaces of members exceeding 300 mm girth. m2

Masonry

N451 m2

N500 EPOXY OR POLYURETHANE PAINT

Metal Surfaces

N511.1 m2

N512.1 m

N511.2 m2

N512.2 m



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

Masonry surfaces of members exceeding 300 mm girth.


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

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

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

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






Smooth Surfaces

N531.1 m2

N531.2 m2

N531.3 m2

N531.4 m2

N531.5 m2

N531.6 m2

Rough Surfaces

N541.1 m2

N541.2 m2

N541.3 m2

N541.4 m2



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

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







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

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



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




Pipework

N561.1 m2

N562.1 m

N561.2 m2

N562.2 m

N600 BITUMINOUS OR COAL TAR PAINT

Metal Surfaces

N611 m2

N612 m

Smooth Surfaces

N631.1 m2

N631.2 m2

N631.3 m2









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





Smooth concrete surfaces of class F2 exceeding 300 mm girth.

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




Rough Surfaces

N641.1 m2

N641.2 m2

Pipework

N661 m2

N662 m

N700 CHLORINATED RUBBER PAINT

Metal Surface

N711 m2

N712 m

Smooth Surfaces

N731.1 m2

N731.2 m2

N731.3 m2



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

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



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





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





Rough Surfaces

N741.1 m2

N741.2 m2

Pipework

N761 m2

N762 m



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







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

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass O: Pipework

Page BQO111 of BQO173

CLASS OPipework


O100 TRENCH EXCAVATION

O111 m

O112 m

O113 In earth for 100 mm DN pipe, depth 2.0 – 2.5 m. m


O111 m

O112 In earth for 150 mm DN pipe, depth 1.5 – 2 m. m



O111 m




Page Total carried to Summary of Class O

Trench excavation shall be deemed to include preparation of surfaces, 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 reinstatement 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 (…).

In earth for 100 mm DN pipe, depth not exceeding 1.5 m.

In earth for 100 mm DN pipe, depth 1.5 – 2.0 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 (…).






CLASS OPipework


O111 m




O111 m




O111 m





O111 m














CLASS OPipework




O111 m





O111 m





O111 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









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



CLASS OPipework


O111 m


O113 In earth for 1400 mm DN pipe, depth 2.0. – 2.5 m m



O111 m






O111 m















CLASS OPipework


O111 m


























CLASS OPipework













O118 In earth for 2800 mm DN pipe, depth exceeding 6.0 m. m






O118 In earth for 3000 mm DN pipe, depth exceeding 6.0 m. m

Extras to Trench Excavation

O121 Rock. m3

O122 Natural hard material. m3

O123 Artificial hard material. m3






CLASS OPipework


O124 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 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 m

O212 m

O213 m

O214 m

Surround

O221 m

O222 m


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

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

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

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

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

[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.

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

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



CLASS OPipework


O223 m

O224 m

Backfilling

O231 Backfilling with sand to Specification clause (….). m3

O232 m3

O300 PIPES

Sewerage Pipework

O311.1 m

O311.2 [150 mm DN] in standard length of 1.50 m. m







O312.1 450 mm DN in standard length of 3.0 m. m



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

[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.

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

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

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

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

[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:



CLASS OPipework







O313.1 m

O313.2 150 mm DN in standard length of 6 m. m





O314.1 m









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

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

[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:




CLASS OPipework


O315.1 m

O315.2 m

O315.3 m

O315.4 m

O315.5 m

O315.6 m

O315.7 m

O315.8 m

O315.9 m

O315.10 m

O315.11 m

O315.12 m

O315.13 m

O315.14 m

O316.1 m


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

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

150 mm DN [spigot socket ended] in standard length of 6 m.










2300 mm DN [spigot socket ended] in standard length of 7.5 m.



Spigot socket ended glass reinforced plastic pipes, as per Specification clause (…). Rate to include supply and making joints complete for the following:

[300 mm DN, PN 16] with stiffnes of [10 kN/m2] in standard length of [12 m].



CLASS OPipework


O316.2 m

O316.3 m

O316.4 m

O316.5 m

O316.6 m

O316.7 m

O317.1 m

O317.2 m

O317.3 m

O317.4 m

O317.5 m

O318.1 m

O318.2 [225 mm OD, PN 10] in standard length of 5.8 m. m












High density polyethylene (HDPE) solid wall plain ended pipe to MS 1058 as per Specification clause (….) for the following:

[110 mm OD, PE 80, PN 16] in standard length of 12 m.




[710 mm OD, PE 80, PN 12.5] in standard length of 12 m.

Acrylonitrile butadiene styrene (ABS) pipe plain ended to MS 1419 as per Specification clause (…) for the following:

[140 mm OD, PN6] in standard length of 5.8 m. Rate to include all fittings, valves, and joints.



CLASS OPipework





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

O321.10 m

O321.11 m

O321.12 m

O321.13 m

O321.14 m



















CLASS OPipework


O322.1 m








O323.1 m

O323.2 m

O323.3 m

O323.4 m

O323.5 m

O324.1 m

O324.2 [155 mm DN, PN 15] in standard length of 6 m. 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:

[100 mm DN, PN 15] in standard length of 6 m. Rate to include fittings and valves.



CLASS OPipework



O325.1 m

O325.2 m

O325.3 m

O325.4 m

O325.5 m

O325.6 m

O325.7 m

O326 m

O327.1 m










Spigot socket ended glass reinforced plastic pipes, as per Specification clause (…). Rate to include supply and making joints complete for the following:








[300 mm DN] plain ended stainless steel pipes as per Specification clause (….).

Acrylonitrile butadiene styrene (ABS) pipe plain ended to MS 1419 as per Specification clause (…) for the following:

[88.9 mm OD, PN6] in standard length of 5.8 m. Rate to include all fittings, valves, and joints.



CLASS OPipework


O328.1 m





Other Pipework

O331.1 m








O332.1 m

O332.2 m

O332.3 m


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:










CLASS OPipework


O332.4 m

O332.5 m

O332.6 m

O332.7 m

O332.8 m

O333.1 m





O334.1 m

O334.2 m

O334.3 m

O334.4 m

O334.5 m

O335.1 m







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:








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

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



CLASS OPipework









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 [1200 mm DN, Class Y] in standard length of 3.0 m. m



O337 m

Exposed Pipework

O341 m

O342 m

O343 m


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:

[300 mm DN] plain ended stainless steel pipes as per Specification clause (….).

[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. (…).

[300 mm DN] plain ended stainless steel pipes as per Specification clause (…) for elevated pipe as shown in Drawing No. (…).

[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. (...).



CLASS OPipework


O400 FITTINGS, VALVES, AND JOINTS

Straight Specials

O411 nr

O412 nr

O413.1 nr

O413.2 nr

O414 nr

O415 nr

O416.1 nr

O416.2 nr


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 (…).

[300 mm DN] mild steel plain ended pipes, [2000 mm] long.

[300 mm DN] plain and flanged ended mild steel pipes, [2000 mm] long. Flanges shall be [PN 16 to BS EN 1092-1].

[300 mm DN] flanged ended mild steel pipes, [2000 mm] long. Flanges shall be [PN 16 to BS EN 1092-1].

[300 mm DN] flanged ended ductile iron pipes, [2000 mm] long. Flanges shall be [PN 16 to BS EN 1092-1].

[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. (…).

[300 mm DN] plain and flanged ended mild steel pipe, [2000 mm] long with puddle flange at [1000 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. (…).

[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. (…).

[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. (…).



CLASS OPipework


Fittings

O421.1 nr

O421.2 nr

O421.3 nr

O421.4 nr

O421.5 nr

O421.6 nr

O421.7 nr

O421.8 nr

O421.9 nr

O422.1 [300 mm DN] vitrified clay bellmouth Y-junction nr

O422.2 [300 mm DN] vitrified clay bellmouth tee. nr

O423.1 nr

O423.2 nr

O424 nr

O425.1 nr

O425.2 nr


[300 mm DN, 90-degree plain ended mild steel gusseted] horizontal bend.

[300 mm DN, 45-degree plain ended mild steel gusseted] horizontal bend.

[300 mm DN, 45-degree plain ended mild steel gusseted] vertical bend.

[300 mm DN, 45-degree plain ended mild steel gusseted] vertical bend painted externally with primer and finishing coat as per Specification clause (…).

[300 mm DN, 90-degree double socket ended ductile iron] horizontal bend.

[300 mm DN, 90-degree double flanged ductile iron short radius] horizontal bend.

[300 mm DN, 45-degree double flanged ductile iron short radius] vertical bend.

[300 mm DN, 90-degree double flanged ductile iron long radius] horizontal bend.

[300 mm DN, 90-degree plain ended HDPE gusseted] horizontal bend.

[300 mm DN] plain ended barrel with [100 mm DN] flanged branch concentric mild steel tee for air-valve as shown in Drawing No. (…).

[300 mm DN] plain ended barrel with [100 mm DN] flanged branch level invert mild steel tee for washout as shown in Drawing No. (…).

[600 mm DN] plain ended barrel with [400 mm DN] flanged branch concentric mild steel wye as shown in Drawing No. (…).

[600 mm DN] to [400 mm DN] plain ended mild steel concentric taper as shown in Drawing No. (…).

[600 mm DN] to [400 mm DN] plain ended mild steel level invert taper as shown in Drawing No. (…).



CLASS OPipework


O426 nr

O427.1 nr

O427.2 nr

O428 nr

Valves

O431.1 nr

O431.2 nr

O432.1 nr

O432.2 nr

O433 nr

O434 nr

O435 nr

O436 nr

O437 nr

O438 nr

Valves

O441 nr

O442 nr


[600 mm DN] ductile iron flanged bell mouth. Flanges shall be [PN 6 to BS EN 1092-1].

[600 mm DN] ductile iron blank flanges. Flanges shall be [PN 10 to BS EN 1092-1].

[600 mm DN] mild steel blank flanges. Flanges shall be [PN 10 to BS EN 1092-1].

[300 mm DN] double flanged ductile iron duckfoot bend.

[100 mm DN] single orifice air valves. Rate to include isolating butterfly valve.

[150 mm DN] double orifice air valves. Rate to include isolating butterfly valve.

[600 mm DN] double flanged butterfly valves, PN 10 manually operated as per Specification clause (…). Rate to include reduction gears.

[600 mm DN] double flanged butterfly valves, PN 16 complete with electric actuators as per Specification clause (…). Rate to include reduction gears.

[300 mm DN] double flanged gate valves, PN 10 manually operated as per Specification clause (…). Rate to include reduction gears.

[600 mm DN] full bore altitude valves as per Specification clause (…).

[600 mm DN] pressure reducing valves as per Specification clause (…).

[600 mm DN] pressure sustaining valves as per Specification clause (…).

[300 mm DN] double flanged non return valves, non-slam type, PN 16 as per Specification clause (…).

[300 mm DN] double flanged plug, PN 16 as per Specification clause (…).

[600 mm square] stainless steel penstocks as per Specification clause (…).

[300 mm DN] cast iron flap gates as per Specification clause (….).



CLASS OPipework


O443 [200 mm DN] flat seat valves. nr

O444 nr

O445 [150 mm DN] stainless steel strainer. nr

Joints

O451.1 [600 mm DN] mild steel welded collar joints. nr

O451.2 nr

O451.3 nr

O452.1 [600 mm DN] mild steel welded slip joints. nr

O452.2 nr

O453 nr

O454.1 [300 mm DN] mechanical coupling joints. nr

O454.2 [300 mm DN] mechanical stepped coupling joints. nr

O455 nr

O456 nr

O457 nr

O458 nr

O460.1 nr

O460.2 [200 mm DN] electromagnetic flow meter. nr

O460.3 [200 mm DN] ultrasonic flow meter. nr


Pillar hydrants with double outlets as per Specification clause (….).

Items for joints shall include supply of all jointing materials, bolts, nuts, washers, gaskets, making good of joints both internally and externally.

[800 mm DN] mild steel welded collar joints. Rate to include welding to internal of pipe and air testing of joints.

HDPE welded collar by electrofusion for [180 mm OD, PE 80, PN 16] pipe.

[800 mm DN] mild steel welded slip joints. Rate to include welding to internal of pipe and air testing of joints.

Butt fusion welded joints for [180 mm OD, PE 80, PN 16] pipe.

[300 mm DN] flange adaptor joints as shown in Drawing No. (….).

[600 mm DN] expansion joints as shown in Drawing No. (….).

Push-on collar joints for 300 mm DN HDPE profiled wall pipes.

Push-on slip joints for [900 mm DN] centrifugally spun reinforced concrete pipes.

[200 mm DN] flow meter/bulk meter of the "Kent Helix" type.



CLASS OPipework


O500 BELOW GROUND CROSSINGS

River, Stream, Culvert, or Canal

O511 nr

O521 nr

O531 nr

Fence

O541 Crosssing under fence for [300 mm DN] pipe. nr

Sewer or Drain

O551.1 nr

O551.2 nr

Wall

O561 nr

Other Stated Underground Services

O571 nr

O600 SPECIAL PIPE LAYING METHODS

O611 nr


Rate for below ground crossings shall include reinstatement work.

River, stream, culvert, or canal width, 1 – 3 m for [300 mm DN] pipe.

River, stream, culvert, or canal width, 3 – 10 m for [300 mm DN] pipe.

River, stream, culvert, or canal width exceeding 10 m for [300 mm DN] pipe.

Crosssing over existing [400 mm DN] sewer pipe for [300 mm DN] pipe. Rate to include concrete surround to existing existing sewer pipe.

Crosssing under 600 mm block drain for [300 mm DN] pipe. Rate to include concrete surround to pipe.

Crossing under brickwall fence for [300 mm DN] pipe. Rate to include concrete surround to pipe.

Crossing under existing 600 mm DN water mains for [300 mm DN] pipe. [Rate to include sand surround to both existing and new pipe].

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. (….).

Design, excavate, construct, and maintain jacking pits including sheet piling, bracing, waling, concrete thrust wall, anchor foundation, guide rails, and backfilling, etc.



CLASS OPipework


O612 nr

O613 m

O615 m

O616 m3

O621 nr

O622 nr

O624 m

O625 m

O630 m


Design, excavate, construct, and maintain receiving pits including sheet piling, bracing, waling, concrete thrust wall, anchor foundation, guide rails, and backfilling, etc.

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.

Install [600 mm DN mild] steel pipes, Grade 43A to [BS 534, with bitumen wrap externally and concrete lining internally] within pipe sleeve.

Pressure grouting for annulus space in between [600 mm DN steel pipe] and pipe sleeve as per Specification clause (….).

Microtunneling – Road crossing for [600 mm DN] water pipe at Jalan [Besi} by microtunneling as shown in Drawing No. (….).

Design, excavate, construct, and maintain jacking pits including sheet piling, bracing, waling, concrete thrust wall, anchor foundation, guide rails, and backfilling, etc.

Design, excavate, construct, and maintain receiving pits including sheet piling, bracing, waling, concrete thrust wall, anchor foundation, guide rails, and backfilling, etc.

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.

Install [600 mm DN mild] steel pipes, Grade 43A to [BS 534, with bitumen wrap externally and concrete lining internally] within pipe sleeve.

[450 mm OD, PE 80, PN 16] butt fusion welded HDPE pipe using the horizontal directional drilling method.



CLASS OPipework


Submarine Pipelaying

O641 m

O642 m

O643 sum

O644 sum

O645 m

O646 m

O651 m

O652 m

O653 m

O654 sum

O655 m

O656 Inspection of sub-sea pipeline by divers. sum

Pipe Bursting

O661 m


Bathymetric survey as per Specification clause (….) of approximately [25 km] by [500 m] at 25 meters line interval with cross ties at [250 m].

Sub-sea geophysical survey as per Specification clause (….) of approximately [25 km] by [500 m] at 50 meters line interval with cross ties at [500 m]. Rate to include report by a geophysicist.

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.

Provision of winch equipment to suit method statement adopted for laying the sub-sea pipelines.

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.

[60 mm thick] concrete cladding to [300 mm DN] steel pipe.

Lay [300 mm DN] API grade steel pipes by float and sink method.

Lay [300 mm DN] API grade steel pipes by bottom pull method.

Lay [500 mm DN] mild steel pipes by lay barge method.

Carry out tie-in of riser pipe to land pipe as detailed in approved methd statement.

Swabbing and gauging of completed pipeline until pipeline is clean and confirm integrity of pipeline to Specification clause (….).

[450 mm OD, PE 80, PN 16] butt fusion welded HDPE pipe using the pipe bursting method.



CLASS OPipework


Slip Lining

O671 m

O700

Preparation of Existing Pipework for Rehabilitation

For 900 mm DN sewer from Manhole A to Manhole B.

O711 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 m3

Rehabilitation of Existing Pipework

O721 m

O722 m

O723.1 m

O723.2 m

O724 Stated proprietory lining, diameter stated. m

O725 m2

O726 m3


Slip lining to existing 450 mm DN asbestos cement pipe using [450 mm OD, PE 80, PN 16] butt fusion welded HDPE pipe

REHABILITATION OF EXISTING PIPEWORK SYSTEM

Cleaning, jetting, and removal of carbonaceous formation intrusions. Rate to include making good existing sewer pipe.

External grouting by injection of cement grout as per Specification clause (…..).

Cured in place lining with resin impregnated felt tube to finished internal daimeter of [600 mm].

In situ jointed pipe lining using glass reinforced plastic as per Specification clause (….) to finished internal diameter of 900 mm.

Circular segmental lining using glass reinforced plastic as per Specification clause (….), with miniumum finished internal diameter of 900 mm.

Circular segmental lining using 15 mm thick glass reinforced concrete as per Specification clause (….), with miniumum finished internal diameter of 900 mm.

[50 mm thick] gunite coating to [900 mm DN] sewer pipe.

Cement grout as per Specification clause (…..) as annulus grouting to [900 mm DN} pipe.



CLASS OPipework


Rehabilitation of Existing Manholes

O731 nr

O732 nr

O800 MISCELLANEOUS WORK

Sewer Manholes

O811 nr

O812 nr

O813 nr

O814 nr

O815 nr

Testing and Inspection

O821 m

O822 m


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.

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.

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.

Reinforced concrete manholes with heavy duty cover and frame Type [1] as shown in Drawing No. (…..).

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.

Precast concrete manholes Type [2] with heavy duty cover and frame as shown in Drawing No. (…..).

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.

Rate for testing and inspection shall be deemed to include provision, and removal of all equipment, and ancillaries required for testing.

Testing of [300 mm DN vitrified clay pipe] gravity sewer. Rate to include testing by infiltration and provision of all water required for testing.

Testing of [300 mm DN vitrified clay pipe] vacuum sewer. Rate to include all equipment required.



CLASS OPipework


O823 m

O824 m

O825 m

O826 nr

O827 sum

O828 sum

Temporary Diversion

O831 sum

O832 sum

Connections to Existing Sewer System

O841 nr

O842 nr

O843 nr


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.

Flushing and sterilisingf or [600 mm DN mild steel pipe] from Jalan [Pipe] to Jalan [Besi]. Rate to include chemicals and provision of water.

Close circuit television inspection survey for [300 mm DN] sewer pipe from Manhole [A] to Manhole [B] as shown in Drawing No. (…..).

Radiographic test for 3% of all welds for mild steel pipeline.

Holiday detector test, rate to include provision of equipment, testing, and maintenance.

Ultrasonic test, rate to include provision of equipment, testing, and maintenance.

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.

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.

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.

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.

At Y-junction of existing [600 mm DN] vitrified clay sewer pipe.

With saddle connection to existing [600 mm DN] vitrified clay sewer pipe.



CLASS OPipework


O844 nr

Connection to Existing Water Mains

O851 nr

O852 nr

Pipework Ancillaries

O861 nr

O862 nr

O863 nr

O864 nr

O870 sum

O880 nr


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.

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.

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.

Marker posts for air valve, washout, and isolating valves as shown in Drawing No. (….). Rate to include supply, installation, and painting.

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.

Pipe straps for [600 mm DN] exposed pipelines. Rate to include supply, installation, and painting.

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.

Reinstatement of landscaping from Ch (….) to Ch (….) for [600 mm DN] pipelaying work along Jalan [Besi].

Water sampling station as per Specification clause (……). Rate to include connections to mains.



CLASS OPipework


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

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass P: Drainage Work

Page BQP140 of BQP173

CLASS PDrainage Work


P100 DRAIN EXCAVATION

P111.1 m

P111.2 m

P112.1 m

P112.2 m

P113.1 m

P113.2 m

P114.1 m

P114.2 m

P115.1 m

P115.2 m

Extras to Drain Excavation

P121 m2

P122 Artificial hard material. m3

P123 Natural hard material. m3

P124 Rock. m3

Page Total carried to S ummary of Class P

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. (…….).

In earth for [600 mm precast concrete block drain], depth not exceeding 1.5 m.

In earth for [600 mm precast pipe culvert], depth not exceeding 1.5 m.

In earth for [600 mm precast concrete block drain], depth 1.5 – 2.0 m.

In earth for [900 mm precast pipe culvert], depth 1.5 – 2.0 m.





In earth for [600 mm precast concrete block drain], depth exceeding 3.0 m.

In earth for [1800 mm precast pipe culvert], depth exceeding 3.0 m.






P131.1 m3

P131.2 In earth for [1000 mm x 1000 mm] brick sump. m3

P132 m2

P133 Artificial hard material. m3

P134 Natural hard material. m3

P135 Rock. m3

P200 SURFACE DRAINS

P210 m

P220 m

P230 m

P240 m

P250 m

P260 m

P270 m

P280 m

Page Total carried to Summary of Class P

Excavation for Inlet and Outlet Structures and Sumps

In earth for inlet and outlet structures to [1800 mm x 1800 mm] precast box culvert.


Item for surface drains shall be deemed to include cement jointing, sand and concrete beddings, shuttering, struts, and weepholes.

Interceptor drains; reinforced concrete grade 20; 1200 mm wide (average) x 600 mm deep x 75 mm thick trapezoidal shape.

Bench and berm drains; reinforced concrete grade 20; 900 mm wide x 500 mm deep x 75 mm thick V-shape.

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.

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.

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.

Cascade drains; precast concrete block drain; 600 mm wide x 400 mm deep at berms.

Monsoon drain; precast concrete U-shaped drain with dry weather flow; 2400 mm wide x 2400 mm deep including precast concrete struts at 6 m c/c.

Grass swale; with shape as shown in Drawing No. (…..).





P300 SUBSURFACE DRAINS

P310 m

P320 m

P330 m2

P340 [150 mm] diameter scupper drains. m

P400

P410 [150 diameter uPVC] rain water down pipes. m

P420 [150 diameter uPVC] elbow for rain water down pipes. nr

P500 DRAIN COVERS

P510 m

P520 m

P530 m


Item for subsurface drains shall be deemed to include geotextiles fabric, lining, and filter material.

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.

Outlet drains; 100 mm diameter UPVC pipe including fittings. Rate to include bends, filter fabric and concrete surround.

300 mm thick sand as drainage blanket as per Specification clause (….).

DRAINAGE TO STRUCTURES ABOVE GROUND

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

Item for drain covers shall be deemed to include lifting hook/hole and all associated fittings.

Precast concrete; 600 mm wide x 75 mm thick for [100 kN load] median drain.

Galvanised mild steel grating cover for [100 kN load], 600 mm wide as shown in Drawing No. (….) for road side drain.

Fibre reinforced plastic for [100 kN load] as per Specification clause (….); 225 mm wide for roadside drain.





P600 CULVERTS

P611 m

P612 m

P613 m

Precast Box Culvert

P621.1 m

P621.2 m

P622.1 m

P622.2 m

P623.1 m

P623.2 m

Corrugated Metal Pipe

P631 m

P632 m

P633 m


Item for culverts shall be deemed to include all joints, water stop, concrete base, and concrete surround unless otherwise stated.

[1200 mm] diameter single precast concrete pipe culvert, Class [X] in standard length of 1 m.

[1200 mm] diameter twin precast concrete pipe culvert, Class [X] in standard length of 1 m.

[1200 mm] diameter triple precast concrete pipe culvert, Class [X] in standard length of 1 m.

[1200 mm x 1200 mm] single precast box culvert in standard length of 1 m.

[1200 mm x 1200 mm] single precast box culvert with dry weather flow in standard length of 1 m.

[1200 mm x 1200 mm] twin precast box culvert in standard length of 1 m.

[1200 mm x 1200 mm] twin precast box culvert with dry weather flow in standard length of 1 m.

[1200 mm x 1200 mm] triple precast box culvert in standard length of 1 m.

[1200 mm x 1200 mm] triple precast box culvert with dry weather flow in standard length of 1 m.

[1200 mm] diameter single corrugated metal pipe culvert in standard length of […] m.

[1200 mm] diameter twin corrugated metal pipe culvert in standard length of […] m.

[1200 mm] diameter triple corrugated metal pipe culvert in standard length of […] m.





P700 SUMPS

P710 nr

P720 nr

P730 nr


Item for sumps shall be deemed to include sand and concrete bedding, cement plastering, and metalwork.

Bricks sumps; 900 mm x 900 mm x 1.20 m deep including mild steel grating cover for [100 kN load].

In situ concrete; 900 mm x 900 mm x 1.20 m deep including mild steel grating cover for [100 kN load].

Precast concrete; 900 mm x 900 mm x 1.20 m deep including mild steel grating cover for [100 kN load].





Summary of Class P: Drainage Work

Page BQP1

Page BQP2

Page BQP3

Page BQP4

Page BQP5

Total of Class P carried to Grand Summary

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass Q: Roads and Pavings

Page BQQ146 of BQQ173

CLASS QRoads and Pavings


Q100 SUBGRADE PREPARATION

Q110 m2

Q120 m2

Q130 m2

Q141 m2

Q142 m2

Q200 SUB-BASE

Sub-base shall be deemed to include chamfer.

Q210 m2

Q220.1 m2

Q220.2 m2

Q230 m2

Q240 [Grade C15] lean concrete in 150 mm thick. m2

Q251 m2

Q252 m2

Page Total carried to Summary of Class Q

Earth material to receive road pavement. Rate to include scarifying, levelling, and compaction of the top 300 mm of the subgrade.

Hard material to receive road pavement. Rate to include scarifying, levelling, and compaction of the top 300 mm of the subgrade.

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.

Stabilise subgrade for [300 mm] top layer of subgrade using [100 kg] of lime per cubic metre of soil

Stabilise subgrade for [300 mm] top layer of subgrade using [800 kg] of cement per cubic metre of soil

Geotextile of the [non woven] type as per Specification clause (….).

Granular material with a [CBR value of more than 30, complying with Type C] of Specification clause (…..) in [100 mm] thick.

Granular material with a [CBR value of more than 30, complying with Type C] of Specification clause (…..) in [100 mm] thick to road shoulders.

Laterite as per Specification clause (…..) in [100 mm] thick.

Stabilised sub-base in proportion of [one part] lime to [four parts] approved earth as per Specification clause (…..) in [100 mm] thick.

Soil cement in proportion of [one part] cement to [four parts] approved earth as per Specification clause (….) in [100 mm] thick.





Q300 ROADBASE

Roadbase shall be deemed to include chamfer.

Q310 m2

Q320 m2

Q330.1 m2

Q330.2 m2

Q341 m2

Q342 m2

Q343 m2

Macadam

Q351 m2

Q352 m2

Q353 m2

Q400 ROAD SHOULDER

Earth shoulders shall be deemed to include verge.

Q410 m2


Removal of flexible surfaces. Rate to include scarifying the existing roadbase before receiving the new roadbase material.

Gravel (natural) as per Specification clause (…..) in [300 mm] thick.

Crushed aggregates with a [CBR value of more than 80, complying with Type II] of Specification clause (…..) in [300 mm] thick.

Crushed aggregates with a [CBR value of more than 80, complying with Type II] of Specification clause (…..) in [300 mm] thick to road shoulders.

Stabilised sub-base in proportion of [one part] lime to [four parts] approved earth as per Specification clause (…..) in [300 mm] thick.

Cement-bound granular material in proportion of [one part] cement to [three parts] granular material as per Specification clause (….) in [300 mm] thick.

Bitumen-bound granular material in proportion of [one part] bitumen to [three parts] granular material as per Specification clause (….) in [300 mm] thick.

Wet mix macadam as per Specification clause (….) in [200 mm] thick.

Dry bound macadam as per Specification clause (….) in [200 mm] thick.

Dense bituminous macadam as per Specification clause (….) in [200 mm] thick.

Earth shoulder as per Specification clause (….) in [200 mm] thick.





Q420 m2

Q500 SURFACING

Q510.1 m2

Q510.2 m2

Q520.1 m2

Q520.2 m2

Q530 m2

Q540 m2

Q550 m2

Asphaltic Concrete

Q561 m2

Q562 m2

Dense Bituminuous Macadam

Q571 m2

Q572 m2

Q580 t


Gravel shoulder as per Specification clause (….) in [200 mm] thick.

Removal of flexible surface. Rate to include scarifying the existing exposed surface.

Removal of flexible surfaces. Rate to include milling of existing roadbase before receiving the new roadbase material.

[Bituminuous single layer] surface dressing, [20 mm thick using 10 mm chippings].

[Bituminuous double layer] surface dressing, [30 mm thick using 14 mm chippings].

Tack coat to be applied at a rate of [0.5 litre per square metre] as per Specificatio clause (….).

Prime coat to be applied at a rate of [0.35 litres per square metre] as per Specificatio clause (….).

[12 mm] nominal thickness polymer modified asphalt in [2] layers as per Specification clause (….).

Binder course, [60 mm] thick as per Specification clause (….).

Wearing course [40 mm] thick as per Specification clause (….).

Binder course, [60 mm] thick as per Specification clause (….).

Wearing course [40 mm] thick as per Specification clause (….).

Regulating bituminous macadam levelling course BML 10 to the required formation level.





Q600 CONCRETE PAVEMENT

Q611 m2

Q612 m2

Q613 Bitumen below concrete pavement. m2

Reinforcement

Q621.1 t

Q621.2 t

Q622.1 t

Q622.2 t

Q622.3 t

Q623.1 High tensile steel fabric reinforcement to MS 145, A6. m2



Q624 Fabric of other stated material. m2

Q630 m2

Q640 m2

Joints in Concrete Pavement

Q651 Longitudinal joints, [200 mm] deep. m

Q652 Expansion joints, [200 mm] deep. m

Q653 Construction joints, [200 mm] deep. m


Membranes below concrete pavements, [500 grade impermeable plastic sheeting].

Bond breaker as per Specification clause (….) below concrete pavement.


Mild steel bar reinforcement to nominal diameter [10 mm].

Mild steel bar reinforcement to nominal diameter [16 mm].

High tensile steel bar reinforcement to nominal diameter of [12 mm].



Carriageway slab in [Grade C30, 200 mm] thick. Rate to include steel formwork.

Concrete slab to apron [Grade C30, 150 mm] thick. Rate to include steel formwork.

Joints in concrete pavements shall be deemed to include base preparation, joints, and cutting.





Q654 Warping joints, [200 mm] deep. m

Q655 Butt joints, [200 mm] deep. m

Q656 m

Q657 Transverse joints, [200 mm] deep. m

Pavers

Q661 m2

Q662 m2

Q663 m2

Q700 KERBS, CHANNEL, AND EDGINGS

Q710.1 m

Q710.2 m

Q710.3 m

Q710.4 m

Q720 m

Q730 Concrete edgings of [150 mm x 100 mm high]. m

Q740 m


Special joints with [12 mm nominal diameter high tensile steel bars] for transverse joints.

Rate for pavers shall be deemed to include base preparation, joints, and cutting.

[Precast] interlocking concrete block of [200 mm x 100 mm x 60 mm thick].

[Precast] concrete flags of [900 mm x 600 mm x 50 mm thick].

In situ concrete pavers, [concrete imprint, 150 mm thick].

Rate for kerbs, channels, and edgings shall be deemed to include beds, backings, reinforcement, joints, and cutting.

Precast concrete kerbs, Type I as shown in Drawing No. (….).

Precast concrete kerbs, Type II as shown in Drawing No. (….).

Precast concrete kerbs, Type III as shown in Drawing No. (….).

Precast concrete kerbs, Type IV as shown in Drawing No. (….).

In situ concrete kerbs, Type II as shown in Drawing No. (….).

Concrete channels, Type A as shown in Drawing No. (….).





Q800 ROAD FURNITURE

Signage

Q811.1 nr

Q811.2 nr

Q811.3 nr

Q811.4 nr

Q812 nr

Q813 m2

Pavement Markings

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 m


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.

Non-illuminated retro-reflective mounted on [aluminium] sheeting for [BERHENTI SIGN, RP.1].

Non-illuminated retro-reflective mounted on [aluminium] sheeting for [BERI LALUAN SIGN, RP.13].

Non-illuminated retro-reflective mounted on [aluminium] sheeting for [ROUNDABOUT AHEAD SIGN, WD.31].

Non-illuminated retro-reflective in [aluminium] sheeting for [SIDE ROAD, WD.27b to be mounted on gantry].

Illuminated in [plastic] sheeting for [SIDE ROAD, WD.27b to be mounted on gantry].

Electronic sign of [2.5 m] x [1.5 m] as per Specification clause (…).

Pavement markings shall generally be hot-applied superimposed reflectorised thermoplastic and in accordance with JKR Arahan Teknik (Jalan) 2D/85.

[100 mm] wide intermittent [centre] line with [1000 mm] line and [1700 mm] gap





Q823.2 m

Q823.3 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

Delineators

Q831 nr

Q832 Delineator posts as shown in Drawing No. (……). nr

Q833 nr

Traffic Barrier

Q841.1 m

Q841.2 m

Q842 m

Q843.1 m

Q843.2 m

Q843.3 m

Q843.4 m


[100 mm] wide intermittent [lane] line with [1000 mm] line and [1700 mm] gap.

[100 mm] wide intermittent [continuity] line with [1000 mm] line and [1700 mm] gap.

Non-illuminated retro-reflective in [aluminium] sheeting chevron delineators.

[Retroreflective] roadstud as per Specification clause (…..).

[Preacst concrete] New Jersey barrier as shown in Drawing No. (….).

[Cast in situ concrete] New Jersey barrier as shown in Drawing No. (….).

Wire rope as per Specification clause (…..). Rate to include bolts, nuts, posts, and other ancillary work.

[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.

[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.

[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.

[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.





Q844 nr

Q845 m

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 nr

Q855 m

Q856 m

Q857 nr

Q860 nr


Guardrail end [with 90 degrees ramped terminal treatment]. Rate to include bolts, nuts, posts, and other ancillary work.

Pedestrian barrier of [1.5 m height] as shown in Drawing No. (….)].

Hectometre marker in [3 mm] thick [galvanised steel plate] at 100-metre intervals.

Anti-glare screen of [1.5 m height using corrugated sections].

[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.

Right of way (ROW) marker as shown in Drawing No. (….).

[Carbon steel overhead] gantry of [ 20 m wide and 6 m high].





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

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass R: Tunnel Work

Page BQR155 of BQR173

CLASS RTunnel Work


R100 SPECIAL PRELIMINARIES

Plant and Equipment

R110 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 sum

R126 Dewatering system as per Specification clause (…). sum

R129 Water supply system as per Specification clause (…). sum

Tunnel Portal

R130 sum

Page Total carried to Summary of Class R

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].

Telecommunication system as per Specification clause (…).

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.



CLASS RTunnel Work


R200 EXCAVATION

Tunnel, Shaft, and Other Underground Space

Rate for excavation shall be deemed to include:

a) all alignment and inclination;

R211.1 m3

R211.2 m3

R212 m3

R221.1 m3

R221.2 m3

R222 m3

R231 m3


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.

Excavation of [3.5 m] diameter tunnel in rock class [A to D] as shown in Drawing No.(…).

Excavation of [3.5 m] diameter tunnel in rock class [E] as shown in Drawing No.(…).

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.(…)].

Excavation of [5 m] diameter shaft in rock Class [A to D] as shown in Drawing No.(…).

Excavation of [5 m] diameter shaft in rock Class [E] as shown in Drawing No.(…).

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.(…)].

Excavation of [5 m x 10 m x 30 m long storage chamber] in rock Class [A to D] as shown in the drawings.



CLASS RTunnel Work


Enlarge Tunnel Section

R241 Assembly and dismantle yards. sum

R242 Vehicle turnings. sum

R243 Switching stations. sum

R244 Transformer bays. sum

R245 Pump sumps. sum

Drilling

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

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 m2

R312.2 m2


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.

Rate for drilling shall be deemed to include installation of pipe as shown in the drawings.

IN SITU LINING

[150 mm] thick [mesh] reinforced shotcrete to [smooth finish].

[100 mm] thick [steel fibre] reinforced shotcrete, [30 kg/m3] to [fair finish].



CLASS RTunnel Work


R320 m3

Reinforcement

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 m2

R334 [Stainless steel] fabric [mesh A393(A10), 6.16 kg/m2]. m2

Formwork

R340 Smooth finish to [tunnel] lining. m2

Water Proofing

R351.1 m

R351.2 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


In situ Concrete

Rate for in situ concrete shall be deemed to include contact grouting at tunnel crown.

Reinforced concrete [grade C35A] to [tunnel] lining [with early strength admixtures] as per Specification clause (…).


High tensile steel fabric [mesh A252 (A8), 3.95 kg/m2].

Rate for formwork shall be deemed to include travel steel form for all inclination, alignment, and end form to construction joints.

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

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



CLASS RTunnel Work


R400 PREFORMED LINING

Preformed Concrete Lining

R411 m

R412 m

R420 m

R430 m

R440 m

Annulus Grouting

R450 m3

Water Proofing

R460 [1 mm] thick [HDPE] membrane. m2


Rate for preformed concrete lining shall be deemed to include reinforcement, formwork, packing, caulking, joint seal, finishes, and preformed threaded grout holes.

[5 m] internal diameter x [200 mm] thick segmental ring as shown in Drawing No.(…).

[200 mm] thick invert segment as shown in Drawing No.(…).

[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.

[50 mm thick, grade 50B] steel lining of [3.5 m] internal diameter as per Specification clause (…).

[40 mm thick, grade 600/3] cast iron lining of [4 m] internal diameter as per Specification clause (…).

[30 mm thick, grade 500/7] ductile iron lining of [5 m] internal diameter as per Specification clause (…).

Annulus grouting with [cement grout of w/c ratio 0.45:1] under [2] bars pressure.



CLASS RTunnel Work


R500 TUNNEL SUPPORT

Steel Rib

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 m2

Bolting

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

R533 nr

Shotcrete

R541 m2

R542 m2

Fibre Mortar

R550 m2


Rate for steel rib shall deemed to include all necessary accessories such as tie rods, end plate, bolts and nuts.

Mesh fabric [A142 (A6), 2.22 kg/m2]. Rate to include lapping and mesh pin.

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.

Pull out test for [T25 mm dia. rock bolt x 3 m long] with test load of [200 kN].

[50 mm] thick plain shotcrete as per Specification clause (…) to [rough finish].

[150 mm] thick [steel fibre reinforced shotcrete (30 kg/m3)] as per Specification clause (…) to [rough finish].

[25 mm] thick fibre mortar as per Specification clause (…) and as shown in the drawings.



CLASS RTunnel Work


Forepoling

R561 nr

R562 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 m3

R700 INSTRUMENTATION

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


Forepoling with [T25 mm] diameter dowel bar of [12 m] long as shown in the drawings.

Forepoling with [100 mm] diameter canopy tube of [4 mm] thick and [12 m] long as shown in the drawings.

Backfill [adit entrance] with concrete [grade C30] as shown in Drawing No.(…).

Rate for instrumentation shall include all provision as expressly required in Specification clause (…).



CLASS RTunnel Work


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

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xlsClass S: Rail Tracks

Page BQS163 of BQS173

CLASS SRails Track


S100 TRACK FOUNDATION

Subgrade Preparation

S111 m2

S112 m2

S113 Rock material to receive track foundation. m2

S120 m2

S130 m2

S140 m2

S150 m3

S160 m3

S200 SUPPLYING

S210 t

S220 t

S230 Conductor rails as per Specification clause (….). t

S240 Twist rails. nr

Page Total carried to Summary of Class S

Item for track foundation shall be deemed to include supplying and laying of materials.

Earth material to receive track foundation. Rate to include scarifying, levelling, and compaction of the top 300 mm of the subgrade.

Hard material to receive track foundation. Rate to include scarifying, levelling, and compaction of the top 300 mm of the subgrade.

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

Geotextile of the [non-woven] type as per Specification clause (….).

Granular material with a [CBR value of more than 30, complying with Type C] of Specification clause (…..) in [100 mm] thick.

[Crushed aggregates] for sub-ballast complying with Specification clause (…..).

[Crushed granite] for ballast complying with Specification clause (…..).

Item for supplying shall be deemed to include delivery of components to the Site.

Flat bottom rails, [reference 113A] as per Specification clause (….), mass [56 kg/m].

Check and guard rails, mass 0.10 tonne/m as per Specification clause (….).



CLASS SRails Track


Sleepers

S251 nr

S252 nr

Fittings

S261 Type (….) chairs as per Specification clause (…). nr

S262 Type (….) baseplates as per Specification clause (…). nr

S263 nr

S264 nr

S265 nr

S266 nr

S267 Conductor rail side ramps. nr

S300 SUPPLYING

S310 nr

S320 nr


Item for supplying sleepers shall be deemed to include fittings attached by the supplier.

[…] x […] x [….] mm thick Grade A heavy hardwood timber sleepers.

[…] x […] x [….] mm thick Grade [30] concrete sleepers with profile as shown in Drawing No. (....).

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.

[Pandrol] rail fastenings, type [….] as per Specification clause (…).

Type (….) plain fishplates as per Specification clause (…).

Type (….) plain insulated fishplates as per Specification clause (…).

Conductor rail insulators as per Specification clause (….).

Item for supplying shall be deemed to include delivery of components to the Site.

Type […..] turnouts as shown in Drawing No. (…….). Rate to include timbers, fittings, and check rails.

Type […..] diamond crossing as shown in Drawing No. (…….). Rate to include timbers, fittings, and check rails.



CLASS SRails Track


Sundries

S331 nr

S332 Wheel stops. nr

S333 Lubricators. nr

S334 Switch levers. nr

S335 Conductor rail guard boards. nr

S400 LAYING

Flat Bottom Rails

S411 m

S412 m

S413 m

S414 nr

S415 nr

S416 nr

S417 Spot re-sleepering. nr

Check and Guard Rails

S421 Rail. m

S422 Length ends. nr

S423 Side ramps. nr

S424 nr


Buffer stops, approximate weight 2.5 tonnes of steel rail and timber sleeper construction.

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 (……).

Plain track, rail reference 113A, mass 56 kg/m and prefabriacted in [10m] length, fish plated joints on timber sleepers.

Form curve in plain track radius not exceeding 300 m, welded joints on concrete sleepers

Form curve in plain track radius exceeding 300 m, fishplated joints on timber sleepers.

Turnouts type […..] as shown on Drawing No. (….), length [….] m, fishplated joints on timber sleepers.

Diamond crossings type […..] as shown on Drawing No. (….), length [….] m, fishplated joints on timber sleepers.

Welded joints by quick thermit process as per Specification clause (….).

Welded joints by quick thermit process as per Specification clause (….).



CLASS SRails Track


Conductor Rails

S431 Rail. m

S432 Length ends. nr

S433 Side ramps. nr

S434 Welded joints. nr

Sundries

S441 nr



S444 Switch levers, rate to include laying check rails. nr

S445 Conductor rail guard boards. m

S500 DISMANTLING

Flat Bottom Rails

S511 m

S512 nr

S513 nr

S520 Check and guard rails. m

S530 Conductor rails. m


Buffer stops, approximate weight 2.5 tonnes of steel rail and timber sleeper construction.

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.

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].

Turnouts type […..], length [….] m, fishplated joints on timber sleepers. Rate to include checkrail, guardrail, and conductor rails.

Diamond crossings type […..], length [….] m, fishplated joints on timber sleepers. Rate to include checkrail, guardrail, and conductor rails.



CLASS SRails Track


Sundries

S541 nr



S544 Switch levers. nr


Buffer stops, approximate weight 2.5 tonnes of steel rail and timber sleeper construction



CLASS SRails Track


Summary of Class S: Rail Tracks

Page BQS1

Page BQS2

Page BQS3

Page BQS4

Page BQS5

Total of Class S carried to Grand Summary

file:///tt/file_convert/55cf8f0b550346703b985a35/document.xls Class T: Miscellaneous WorkPage BQT169 of BQT173

CLASS TMiscellaneous Work


T100 FENCES

T110 m

T120 m

T130 m

Barb/Bladed Wire

T140 m

T150 m

T200 GATES

T210 nr

Page Total carried to Summary of Class T

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.

[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. (……).

[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. (….).

[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.

[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. (…..).

[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. (.....)].

Items for gates shall be deemed to include 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.

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. (……).




T220.1 nr

T220.2 nr

Chain Link

T230 nr

T240 nr

T250 nr


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. (........).

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.

Item for chain link shall be deemed to include all posts, raked angle, straining wires, barb wires, kerbs where applicable and their foundation.

[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.

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 (………..).

Double leave gate, [2400 mm x 1200 mm high] with 100 mm x 100 mm Grade A wrot finish heavy hardwood as frame and 12 SWG galvanised barbed wire as shown in Drawing No. (…….).




T300 SIGNAGES FOR BUILDINGS AND TANKS

Painting of Logos

T310.1 nr

T310.2 nr

External Signages

T320 nr

Internal Signage

T330.1 Laboratory. nr

T330.2 Work manager room. nr

T330.3 Control room. nr

T400 BEARING PADS

Bridge bearing

Roller

T411.1 Single roller bearing as shown in Drawing No. (…..). nr

T411.2 Multiple roller bearing as shown in Drawing No. (…..). nr


Rate for internal and external signages shall be deemed to include fixing complete.

Supply and paint [SYABAS] logo and lettering for [water tank] at [Taman Gembira Cheras] as detailed in the drawings and the following:

Paint [SYABAS] logo for [water tank] at [Taman Gembira Cheras] as per Specification clause (……….) and detailed in Drawing No. (……….).

Paint [TNB] logo for sub-station as per Specification clause (……….) and detailed in Drawing No. (……….).

Paint lettering for [water tank] at [Taman Gembira Cheras] as per Specification clause (……….) and detailed in Drawing No. (……….).

Internal signage shall be as per Specification clause (……).

Supply and install the following bearings inclusive of mortar grout, epoxy mortar, and all temporary work.




Slide

T412.1 Plane sliding bearing as shown in Drawing No. (…..). nr

Rocker

T413.1 nr

T413.2 nr

Plain rubber

T414 nr

Laminated rubber

T415 nr

Pot bearing

T416.1 nr

T416.2 nr

Other bearing

T424 nr


Cylindrical rocker bearing as shown in Drawing No. (…..).

Spherical rocker bearing as shown in Drawing No. (…..).

[300 x 300 x 60 mm thick] plain rubber bearing as shown in Drawing No. (…..).

[300 x 300 x 80 mm thick] elastomer laminated rubber bearing as shown in Drawing No. (…..).

Sliding guided pot bearing as shown in Drawing No. (…..).

Free standing pot bearing as shown in Drawing No. (…..).

300 mm wide x 60 mm thick plain rubber bearing for joint between dome roof and wall as shown in Drawing No. (…..).




Summary of Class T: Miscellaneous Work

Page BQT1

Page BQT2

Page BQT3

Page BQT4

Total of Class T carried to Grand Summary

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