My… · XLS file · Web view · 2016-05-04Traffic signs shall generally be in accordance with JKR Arahan Teknik (Jalan) ... applied superimposed reflectorised thermoplastic and

sum/1

Title

SUMMARY OF BILL QUANTITIES

BILL NO DESCRIPTION AMOUNT (RM)

1 CONSTRUCTION PRELIMINARIES

2 JALAN 2.1 Clearing and Earthwork2.2 Road Pavement2.3 Road Furniture2.4 Drainage Works2.5 Traffic Management and Control2.6 Routine Maintenance2.7 Provisional Sum

TOTAL AMOUNT CARRIED TO FORM OF TENDER:

Name of Contractor:

Address:

Name of Signatory :

Signature:

B1/2

Title

BILL NO. 1 - CONSTRUCTION PRELIMINARIES

RATE AMOUNT ITEM DESCRIPTION UNIT QTY RM RM

A100 CONTRACTUAL REQUIREMENTS

Bond

A111 Performance Bond 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

A200 S.O.'s REQUIREMENTS

A211 sum

A212 Maintenance of office. mth 24

Equipment for Use by the S.O.'s Representative

A221 sum

A222 Maintenance of office equipment. mth 24

A225 sum

A226 Maintenance of survey equipment. mth 24

Carried Forward

Facilities for the S.O.'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 minimum floor area of 408 m2].

Establishment and removal of office equipment [with type and quantity as per Specification clause 1.15. Equipment to be reverted to the Contractor after completion]. Refer Appendix 1F.

Surveying equipment [with type and quantity as per the Specification, Clause 1.19. Equipment to be reverted to the Contractor after completion].

C36

ci7: 1. Notebook x 4 cw printer and accessories 2. Facsimile machine x 1 3. Photocopy machine x 1 4. Telephone system

G36

ci7: including maintenance

B1/3

Title

BILL NO. 1 - CONSTRUCTION PRELIMINARIES(contd…)


Brought Forward

Services for the SO's Representative (cont.)

A231.1 nr 1

A231.2 nr 1

A232.1 Maintenance and fuel of vehicle Type A. mth 24

A232.2 Maintenance and fuel of vehicle Type B. mth 24

A233 nr 4

A234 Maintenance of mobile phones. mth 24

A235 nr 1

Miscellaneous

A261 mth 24

A262 Project signboard. nr 2

A263 As built drawings. sum

A265 sum

A300 PROJECT REQUIREMENTS

A310 Survey and setting out. sum

Quality Assurance/Quality Control (QA/QC)A321 QA/QC Plan. sum

Carried Forward

Provision of transport vehicle [Type A as per Specification clause (1.16). Vehicle to be reverted to the Contractor after completion].

Provision of transport vehicle [Type B as per Specification clause (1.16). 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].

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

Temporary fencing, hoarding, gates and barriers, including security watching and lighting for the works and dismantle upon completion of works (For existing structure and adjacent properties).

B1/4

Title



Brought Forward

A322 Testing of Materials

Asphaltic Concrete (Wearing Course)A322.1 Bitumen Extraction nr 50

A322.2 Gradation Analysis nr 50

A322.3 Marshall Stability nr 50

A322.4 Thickness & Density Test nr 158

Asphaltic Concrete (Binder Course)A322.5 Bitumen Extraction nr 22


A322.7 Marshall Stability nr 22

A322.8 Thickness & Density Test nr 70

Crushed Aggregate RoadbaseA322.9 Plasticity Index nr 12

A322.10 Gradation Analysis nr 12A322.11 Flakiness Index nr 12A322.12 Los Angeles Abrasion nr 12

A322.13 Laboratory Compaction nr 12A322.14 California Bearing Ratio (CBR) nr 12A322.15 Sodium Sulphate Soundness test nr 12A322.16 Field Density (Compaction Control) nr 242A322.17 Crushing Value nr 12

SubbaseA322.18 Plasticity Index nr 19


A322.20 Flakiness Index nr 19

A322.21 Los Angeles Abrasion nr 19

A322.22 Laboratory Compaction nr 19

A322.23 California Bearing Ratio (CBR) nr 19

A322.24 Sodium Sulphate Soundness test nr 19

A322.25 Field Density (Compaction Control) nr 231

A322.26 Crushing Value nr 19

Carried Forward

B1/5

Title



Brought Forward

A322 Testing of Materials (contd.)

EarthworkA322.27 Swelling and shrinkage limit nr 67

A322.28 Atterberg Limits nr 67

A322.29 Gradation Analysis include Hydrometer Analysis nr 67

A322.30 Laboratory Compaction nr 67

A322.31 California Bearing Ratio (CBR) nr 67

A322.32 Field Density (Compaction Control) nr 445

Concrete (Fine aggregates)A322.33 Gradation Analysis nr 9

A322.34 Clay, Silt, and Dust Content nr 9

Concrete (Coarse aggregates)A322.35 Gradation Analysis nr 9

A322.36 Flakiness and Elongation nr 5

A322.37 Specific Gravity and Water Absorption nr 5

A322.38 Crushing Value nr 5

A322.39 Sodium Sulphate Soundness nr 1

A322.40 10% Fine Test nr 1

ConcreteA322.41 Cube Compressive Strength nr 490

A322.42 Slump Test nr 165

A327 Provision for protection of Environment. sum

A350 Clearance of site upon completion. sum

Carried Forward

B1/6

Title



Brought Forward

A400 AUTHORITIES' REQUIREMENTS

A411 Health and safety plan sum

A412 Occupational safety and health officer man-mth 24

A413 Personnel protective equipment sum

A414 Health and safety report. Rate to include tool box meeting. mth 24

A416 Safety signages as directed by the SOR. sum

A500 CONTRACTOR'S REQUIREMENTS

Facilities

A511.1 Set up offices and remove upon completion; fixed charge. sum

A511.2 sum

A512.1 sum

A512.2 sum

A513.1 sum NIL

A513.2 sum NIL

Carried Forward

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

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.

B1/7

Title



Brought Forward

A500 CONTRACTOR'S REQUIREMENTS

Facilities (contd)

A514.1 sum NIL

A514.2 sum NIL

Site Management

A531 sum

A540 sum

Total Carried to Summary Bill

Provision of laboratories equipment and remove upon completion [with type and quantity as per Specification clause (1.18)].

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

Provision for all necessary superintendence of works for the duration of contract period; time-related charge.

Mobilization And Demobilization of Plants, Tools, Equipments (Except Bore Piling Machine, Anchoring Machine, Micro-Piling Machine And Sheet Piling Machine), All Personnel (Shall Include Labour Forces And Technical Staff) And Everything Else Necessary for The Completion of The Works

B2/8

Title

BILL NO. 2.1 - CLEARING AND EARTHWORKS


DEMOLITION AND SITE CLEARANCE

E100 GENERAL CLEARANCEE110 ha 6

E400 STRUCTUREConcrete

E411 Above Ground - [Structure, Services, etc as directed by the SO] sum

E412 Below ground - [Sumps, Manholes, etc as directed by the SO] sum

F100 EXCAVATIONStripping

F111 m2 43,660

Cut to Fill

F121 m3 24,206

Cut and DisposeF131 Excavate in earth material to disposal site approved by the S.O. m3 3,624

F135 m3 22,770

Carried Forward

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

General clearance. 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].

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

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 and median.

Excavate in unsuitable material to disposal site approved by the S.O.

B2/9

Title

BILL NO. 2.1 - CLEARING AND EARTHWORKS


Brought Forward

F300 FILLING

EmbankmentsF321 m3 23,550

F322 m3 1,000

F323 m3 656

ReplacementF331 Replace unsuitable material using excavated material. m3 4,280

F332 m3 15,156

F334 m3 3,334

F500 LANDSCAPING

F510.1 Close turfing to flat areas. m2 10,818

G200 RETAINING STRUCTURES

Gabion G211 m3 300


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 (2.24) to form embankment. Rate to include formation of benches.

Imported material from borrow pit with grading limits as per Specification clause (2.24) to form embankment. Rate to include formation of benches.

Using suitable excavated material for earth fill and other necessary measure for median.

Replace unsuitable material using imported material from borrow pit.

Other stated material – granular material as per Specification clause (2.24) to replace unsuitable material.

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.

Excavate, load, haul and dispose any unsuitable materials to foundation level, supply, erect and install of 1m x 1m x 3m gabion cage (PVC coated galvanised steel wire box - shaped basket with mesh wire 2.7mm diameter and lacing wire). And fill with approved stone (6" x 9" stone filling) including non-woven geotextiles, placement and compaction of suitable and/or granular materials as directed at the back of gabion wall.

B2/10

Title

BILL NO 2.2 - ROAD PAVEMENT


ROAD PAVEMENTQ100 SUBGRADE PREPARATIONQ110 m2 29,875

Q200 SUB-BASESub-base shall be deemed to include chamfer.

Q210.1 m2 11,800

Q210.2 m2 16,700

Q220.1 m2 35,797

Q300 ROADBASERoadbase shall be deemed to include chamfer.

Q330.1 m2 27,771

Q400 ROAD SHOULDEREarth shoulders shall be deemed to include verge.

Q410 m2 8,407

Q500 SURFACINGQ520 m2 6,809

Q530 m2 50,100

Q540 m2 47,425

Asphaltic ConcreteQ561 Binder course, 50 mm thick as per Specification clause (4.2.4). m2 24,075

Q562 Wearing course 50 mm thick as per Specification clause (4.2.4). m2 50,066


Earth material to receive road pavement. Rate to include scarifying, levelling, and compaction of the top 300 mm of the subgrade.

Non-woven geotextile as separator in order to achieve embankment stability as shown in the drawing JKR/LBR(PPR)/TPM/GP115/AM/04. (Including labour cost)

Geogrid with minimum long term design strength of [75 kN/m] as soil reinforcement in order to achieve embankment stability as shown in the drawing JKR/LBR(PPR)/TPM/GP115/AM/04. (Including labour cost)

Granular material with a [CBR value of more than 30, complying with Type C] of Specification clause (4.1.2) in 375 mm thick to new carriageway and shoulder.

Crushed aggregates with a [CBR value of more than 80, complying with Type II] of Specification clause (4.1.4) in 350 mm thick to new carriageway and shoulder.

Earth shoulder as per Specification clause (4.3.2.1) in 450mm thick.

[Bituminuous single layer] surface dressing, [20mm thick using 10mm chippings].

Tack coat to be applied at a rate of [0.25 - 0.55 litre per square metre] as per Specification clause (4.2.2).

Prime coat to be applied at a rate of [0.5 - 1.0 litres per square metre] as per Specification clause (4.2.1).

B2/11

Title

BILL NO 2.3 - ROAD FURNITURE


Q600 CONCRETE WALKWAYQ640.1 m2 7,275

Q640.2 m2 4,374

Q700 KERBS, CHANNEL AND EDGINGS

Q710 m 8,230

Q800 ROAD FURNITURE

Signage

Q811.1 nr 84

Q811.2 nr 1

Q811.3 nr 6

Q811.4 nr 1

Q811.5 nr 4

Q811.6 nr 4

Q811.7 nr 1

Carried Forward

Cast in situ concrete walkway (Grade 25, 100mm thick) reinforced with 1 layer of BRC 65 on and including 150mm thick well compacted crushed run. Rate to include formwork.

Cast in situ concrete slab (Grade 25, 100mm thick) reinforced with 1 layer of BRC 65. Coloured to finish. Rate to include formwork.

Rate for kerbs, channels, and edgings shall be deemed to include beds, backings, reinforcement, joints and cutting

Precast concrete kerbs, Type 1 as per specification Clause (6.4) alongside of median and walkway wherever required, rate to include opening for drainoff pipe at 2m c/c.

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 plastic sheeting for GIVEAWAY, RP.13.

Non-illuminated retro-reflective mounted on plastic sheeting for FILLING STATION, GI.7.

Non-illuminated retro-reflective mounted on plastic sheeting for BUS STOP, GI.1.

Non-illuminated retro-reflective mounted on plastic sheeting for NARROW ROAD, WD.21.

Non-illuminated retro-reflective mounted on plastic sheeting for SPEED LIMIT, RP.7.

Non-illuminated retro-reflective mounted on plastic sheeting for ROUNDABOUT AHEAD, WD.31.

Non-illuminated retro-reflective mounted on plastic sheeting for TRAFFIC SIGNAL AHEAD, WD.22.

B2/12

Title

BILL NO 2.3 - ROAD FURNITURE(contd…)

Brought Forward

Q800 ROAD FURNITURESignage

Q811.8 nr 2

Q811.9 nr 6

nr 1

nr 1

nr 2

Pavement Markings

Q821 Letters and shapes, directional arrow. nr 111

Q822.1 150 mm wide continuous edge line (LM4a) m 10,550

Q822.2 100 mm wide double continuous no passing zones line (LM4) m 1,960

Q823.1 m 3,550

Q823.2 m 252

Q823.3 m 400

Traffic BarrierQ843.1 m 285

Q844 nr 6

MiscellaneousQ853.1 Kilometre post, Type B. nr 4

Q853.2 Culvert Indicator nr 14


Non-illuminated retro-reflective mounted on plastic sheeting for RAILWAY AUTOMATIC LEVEL CROSSING, WD.5.

Non-illuminated retro-reflective mounted on plastic sheeting for NO OVERTAKING, RP.17.

Q811.10

Non-illuminated retro-reflective mounted on plastic sheeting for CHILDREN CROSSING, WD.15.

Q811.11

Non-illuminated retro-reflective mounted on plastic sheeting for INFORMATION SIGNBOARD (3m2).

Q811.12

Non-illuminated retro-reflective mounted on plastic sheeting for DESTINATION SIGNBOARD.

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 3000 mm line and 5000 mm gap (LM1)

300 mm wide intermittent give way line with 600 mm line and 300 mm gap (TM1)100 mm wide intermittent carriageway edge line with 1000 mm line and 1000 mm gap (LM4b)

Single mounted corrugated steel beam guardrail with post at 4.00 m spacing inclusive of delineators. Rate to include bolts, nuts, posts, and other ancillary work.

Guardrail end [with 90 degrees ramped terminal treatment]. Rate to include bolts, nuts, posts, and other ancillary work.

B2/13

Title

BILL NO 2.4 - DRAINAGE WORKS


P100 DRAIN EXCAVATION

P111.1 m 1,000

P111.2 m 2,162

P112.1 In earth for [450mm Precast Pipe Culvert], depth 1.5 - 2.0 m m 80

P112.2 In earth for [900mm Precast Pipe Culvert], depth 1.5 - 2.0 m m 326

P112.3 m 8

P112.4 m 12

P112.5 m 5

P113.1 m 27

P113.2 m 11

Excavation for SumpsP131.1 m3 10

P200 SURFACE DRAINS

P230 m 2,162

P240 m 1,000

P500 DRAIN COVERS

P510 m 1,000

Carried Forward

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.

In earth for 300mm Cast Insitu Reinforced Concrete drain, depth not exceeding 1.5 m.

In earth for 900mm Cast Insitu Reinfoirced Concrete drain, depth not exceeding 1.5 m.

In earth for [Single 1200mm Precast Pipe Culvert], depth 1.5 - 2.0 m

In earth for [Twin 1200mm Precast Pipe Culvert], depth 1.5 - 2.0 m

In earth for [Twin 1500mm Precast Pipe Culvert], depth 2.0 - 2.5 m

In earth for [Single 2000mm x 900mm Precast Box Culvert], depth 2.0 - 2.5 m

In earth for [Twin 2000mm x 2000mm Precast Box Culvert], depth 2.0 - 2.5 m

In earth for 750mm x 750mm Cast Insitu Reinforced concrete Sump.

Item for surface drains shall be deemed to include cement jointing, sand and concrete beddings, shuttering, struts, and weepholes.Roadside drain; 900 mm wide cast insitu reinforced concrete drain with average 600 mm high

Median drain; 300 mm wide cast insitu reinforced concrete drain with average 600 mm high

Item for drain covers shall be deemed to include lifting hook/hole and all associated fittings.Precast concrete; 300 mm wide x 75 mm thick for [100 kN load] median drain.

B2/14

Title

BILL NO 2.4 - DRAINAGE WORKS(contd..)


Brought Forward

P600 CULVERTS

P611.1 m 80

P611.2 m 316

P611.3 m 10

P611.4 m 8

P612.1 m 12

P612.2 m 5

Box Culvert(Extension to existing box culvert)

P621.0 2000 mm x 900 mm single cast insitu box culvert. m 27

P622.0 2000 mm x 2000 mm twin cast insitu box culvert. m 11

P700 SUMPS

P720 nr 5

P800 INLET / OUTLET STRUCTURES FOR CULVERTS

P811.1 To single 900mm dia. pipe culvert nr 1

P811.2 To single 1200mm dia. pipe culvert nr 2

P811.3 To twin 1200mm dia. pipe culvert nr 2

P811.4 To twin 1500mm dia. pipe culvert nr 2


Item for culverts shall be deemed to include all joints, water stop, concrete base, and concrete surround unless otherwise stated.

450 mm diameter single precast concrete pipe culvert, Class H in standard length of 1 m (From median sumps to roadside drain wherever required).

900 mm diameter single precast concrete pipe culvert, Class M in standard length of 1 m (Roadside Drain).

900 mm diameter single precast concrete pipe culvert, Class H in standard length of 1 m (Carriageway).

1200 mm diameter single precast concrete pipe culvert, Class H in standard length of 1 m.

1200 mm diameter twin precast concrete pipe culvert, Class H in standard length of 1 m.

1500 mm diameter twin precast concrete pipe culvert, Class H in standard length of 1 m.

Item for sumps shall be deemed to include sand and concrete bedding, cement plastering, and metalwork.

In situ concrete; 750 mm x 750 mm x 1.0 m deep including mild steel grating cover for [100 kN load].

Headwall, apron and wingwall structures including concrete reinforcement, formworks and excavation, etc. as shown in the drawing JKR/LBR(PPR)/TPM/G115/PP/03~07

B2/15

Title

BILL NO 2.5 - TRAFFIC MANAGEMENT AND CONTROL


C100 TRAFFIC MANAGEMENT PLAN

C120 sum

Traffic Management TeamC131 Traffic Safety Officer - 1 person (Part time) 24

C132 Supervisor - 1 person (Full time) 24

C133 Traffic controller (Flagmen) - 4 persons 24

C200 TEMPORARY ROAD FURNITURE

Temporary Traffic Signs

C211.1 nr 174

Carried Forward

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.

man-mth

man-mth

man-mth

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 shall be in accordance with JKR Arahan Teknik (Jalan) 2C/85.Portable non-illuminated retro-reflective in plastic sheeting as shown in the drawing JKR/LBR(PPR)/TPM/G115/KT/05~06

B2/16

Title

BILL NO 2.5 - TRAFFIC MANAGEMENT AND CONTROL(contd..)


Brought Forward

TRAFFIC MANAGEMENT & CONTROL

Barriers and BarricadesC221.1 nr 420

C221.1 nr 670

C222 nr 280

C225 Sand Bag nr 150

C226 Temporary guardrail. m 200

DelineatorsC231 [750mm] PVC Traffic cones with reflective bands. nr 400

C232 Double sided reflective string delineators. m 3,750

C233 nr 75

C234 [115mm] diameter battery operated revolving beacon lights. nr 360

C235 [150mm] diameter polycarbonate lens battery operated blinkers. nr 360

C260 Temporary street lightings. nr 60

Temporary Road MarkingsC242 150mm wide continuous edge line. m 2,690

C243 m 1,350

C270 Removal of existing road marking m 8,960

C300 TRAFFIC MANAGEMENT REPORTC310 sum


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

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

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

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

100mm wide intermittent centre line with 3000 mm line and 5000 mm gap

Traffic management safety report once in every 3 months in 6 sets.

B2/17

Title

BILL NO 2.5 - TRAFFIC MANAGEMENT AND CONTROL(contd..)


Brought Forward

C400 TEMPORARY ROAD DIVERSION (PROVISIONAL SUM)

EarthworkC411.1 Suitable material from common excavation to form embankment. m3 4,500

C411.2 Excavate to form earth drain along temporary road m3 3,100

PavementC412.1 m2 3,500

C412.2 m2 3,500

C412.3 Bituminous Prime Coat m2 3,500

C412.4 Asphaltic Concrete Binder Course 50mm thick m2 3,500

Removal of Temporary Road Diversion and StructuresC413 sum


Preparation of formation as specified and as directed by the S.O for receiving temporary road pavement.

Roadbase material complying with Type 1 or Type II grading limits of Table 4.3 of the Specifications, Crushed Aggregate - 300mm

Removal of temporary road diversion and structures upon completion of projects.

B2/18

Title

BILL NO 2.6 - ROUTINE MAINTENANCE


ROUTINE MAINTENANCE ACTIVITIESA341 PAVEMENT

Mth 12

i) Patching of potholesii) Sealing of surface cracks iii) Reinstate edge deterioration of back filled trenchesiv) Treatment to stripping of aggregate v) Treatment fo ruttingvi) Clear vegetation on paved surface vii) Treatment to deterioration of concrete pavement viii) Repair to concrete pavement jointsix) Repair to paving blocks and slabsx) Litter collection and disposal of minor obstruction/debris

A345 MAINTENANCE AND ROAD SHOULDER Mth 12

i) Re-grading and clearing of vegetation ii) Topping up of shoulder with suitable filling iii) Filling irregularities in unsealed shoulders iv) Filling pavements/shoulder level differencesNOTE :-

A346 GRASS CUTTING Cycle 12

The grass shall be cut to a height of not more than 50 mm.a) Road shoulderb) Slope area

d) Median

A347 MAINTENANCE OF ROAD FURNITURE Cycle 2

i) Cleaning of guardrails and bariers ii) Cleaning of signages and posts iii) Cleaning of kilometer post and delineator post iv) Cleaning of traffic signals aspects v) Repainting of guardrails and bariers vi) Repainting of sign posts and traffic signal posts vii) Repainting of delineator posts and kilometer postsviii) Repainting of roads kerbs

Carried Forward

The Contractor shall provide all labour, equipments, tools, materials, transport and whatever necessary for the execution of the works below:


i) The width of the road shoulder shall be from the edge of the pavements/paved shoulder/pavement edge train to the edger road side drain


c) Berm drain, interceptor drain and all other types of drain on slopes


B2/19

Title

BILL NO 2.6 - ROUTINE MAINTENANCE(contd..)


Brought Forward

A348 MAINTENANCE OF BRIDGE AND CULVERTS Cycle 2

i) Cleaning of expansion joints ii) Cleaning of weep holes iii) Cleaning of parapetsiv) Cleaning of grafiti and markings

vi) Localised painting operation for railings vii) Removal of vegetation viii) Routine visual inspection of the bridges

A351 DRAINAGE Cycle 12

i) Debris in lined drainsii) Debris in unlined drains iii) Debris in sumps iv) Debris in culverts Blocked gratting v) Non-structural repair to damaged drains and sumpsvi) Repair to misaligned unlined drains vii) Reseat mis-seated covers viii) Non-structural repair to damaged covers

A352 LANDSCAPING cycle 3

b) Cutting and Trimming and shall be carried out once a month

A354 ROUTINE INSPECTION cycle 12

b) Provide monthly reports to the Government .



v) Cleaning of waterway or culvert opening and bridge carriageway


The works shall comprise of maintaining all landcsaped area including trees,shrubs/bushes as described below: a) Watering at every alternate day

c) Wedding, fertilising, insects pest and disease control, pruning and mulching and shall be carried out once a month

The Company shall provide all necessary manpower, transport and equipment to carry out daily routine inspection along all Federal Roads to identify defects that require Routine Maintenance works.

a) Removal and cart away carcasses and minor obstructions which affect the traffic upon detection by the inspector or upon being informed by the public/Government Representive within 24 hours.

B2/20

Title

BILL NO 2.7 - PROVISIONAL SUM


A700 PROVISIONAL SUMA711 sum

A712 sum

A713 sum

A714 sum

A715 sum

A716 sum

A717 Provisional sums of amount RM 50,000 for transfer of technology sum

A718 sum

A719 sum

T500 TRAFFIC LIGHT SYSTEM sum

Total Carried to Summary Bill -

Allow a Provisional Sum for street lighting to HPSV fitting along the main road, this include removing the existing, necessary feeder pillar, etc.

Allow a Provisional Sum to reconstruct new Pondok Keretapi and necessary gate to comply to Jabatan Keretapi Negeri Sabah requirement and needs.

Allow a Provisional Sum of permanent relocation of existing WATER SUPPLY services including dismantle, supply, lay and all necessary earthworks. All according to Jabatan Air's requirement.

Allow a Provisional Sum of permanent relocation of existing SESB services including dismantle, supply, lay and all necessary earthworks. All according to SESB's requirement.

Allow a Provisional Sum of permanent relocation of existing TELEKOM services including dismantle, supply, lay and all necessary earthworks. All according to TM's requirement.

Allow a Provisional Sum of permanent relocation of existing SEWERAGE services including dismantle, supply, lay and all necessary earthworks.

Provisional sum to develop software using Primavera program to monitor project's progress

Contigency sum for protection of Telekom Optic Cable at road crossing and other under ground services.

Allow a Provisional Sum Traffic control signal lighting system including street lighting, UPS back up by specialist (syncronize traffic light system with JKNS's railway crossing semi autogate with those at Junction 1, 2 & 3).

Documents

My… · XLS file · Web view · 2016-05-04Traffic signs shall generally be in accordance with JKR Arahan Teknik (Jalan) ... applied superimposed reflectorised thermoplastic and