Addenda No 2

JADUAL KADAR HARGA KERJA-KERJA SIVIL

CONTENTS

NO. DESCRIPTION PAGE NO.

1 BILL NO. 2 - SITE CLEARANCE AND DEMOLITION WORKS BQ2-1 - BQ2-2

2 BILL NO. 3 - EARTHWORKS BQ3-1 - BQ3-2

3 BILL NO. 4 - DRAINAGE WORKS BQ4-1

4 BILL NO. 5 - PAVEMENT WORKS (NOT APPLICABLE) -

5 BILL NO. 6 - ROAD FURNITURE BQ6-1 - BQ6-2

6 BILL NO. 7 GEOTECHNICAL WORKS BQ7-1

7 BILL NO. 8 STRUCTURE

8.1A - PILING WORKS (NOT APPLICABLE) -

8.1B - SUBSTRUCTURE BQ8.1B-1 - BQ8.1B-2

8.1C - SUPERSTRUCTURE (NOT APPLICABLE) -

8.1D - MISCELLANEOUS WORK BQ8.1D-1

8 BIL NO. 9 - TRAFFIC MANAGEMENT AND CONTROL BQ9-1 - BQ9-2

9 BILL NO. 10 - ENVIRONMENTAL PROTECTION WORKS BQ10-1 - BQ10-3

10 BILL NO. 11 - ROUTINE MAINTENANCE WORKS BQ11-1 - BQ11-3

Page 1/1 Addenda No.219-02-2008

BILL NO. 2 - SITE CLEARANCE AND DEMOLITION WORKS

ITEM RateNO. (RM)

2.1 SITE CLEARANCE

2.1.1 Upgrading of existing road

a) General site clearance ha. 2,200.00

2.1.2 Construction of new road

a) Bushes ha. 2,000.00

b) Paddy Plantation ha. 2,500.00

c) Swampy Land ha. 2,700.00

2.2

2.2.1 Buildings

a) Brickwork buildings i) Single storey

Plan area : less than 100m2 m2 25.00 100 - 200m2 m

2 25.00 exceeding 200m2 m

2 25.00

ii) Double storey -Plan area : less than 100m2 m2 30.00

b) Concrete buildings i) Single storey

Plan area : less than 100m2 m2 40.00

c) Timber buildingsi) Single storey

Plan area : less than 100m2 m2 15.00 100 - 200m2 m2 15.00

* Haulage subject to negotiation

2.2.2 Other Structures

a) Fences m 5.00

b) Pipe Culverts 600 mm diameter m 50.00Pipe Culverts 750 mm diameter m 50.00Pipe Culverts 900 mm diameter m 50.00Box Culverts 1200x1200 mm m 70.00

c) Surface lined drains ( irrespective of size ) m 10.00

d) Guardrails m 10.00

UNITDESCRIPTION OF WORKS

DEMOLITION AND REMOVAL FROM SITE OF ALL BUILDINGS AND EXISTING STRUCTURES

BQ 2 - 1/2 Addenda No. 219-02-2008

BILL NO. 2 - SITE CLEARANCE AND DEMOLITION WORKS

ITEM RateNO. (RM)UNITDESCRIPTION OF WORKS

e) Inlet / outlet structures No 350.00

f) Stall No 100.00

g) Bus shelter (3m) No 1,000.00

h) Road kerb m 5.00

i) Gabion m2 25.00

j)m2 6.00

2.3

a) Guardrails m 8.00

b) Sign Board No 115.00

DISMANTLE AND SEND TO STORE FOR REUSE AS DIRECTED BY S.O/P.D*.

Mark, cut, break up and remove existing pavement including disposal off site to Contractor's dump site.

BQ 2 - 2/2 Addenda No. 219-02-2008

BILL NO. 3 - EARTHWORKS

ITEM UNIT RateNO. (RM)

3.1 STRIPPING OF TOPSOIL

3.1.1 Stripping topsoil average depth 150mm and dispose to Contractor's dump site as approved by the S.O/P.D*. m2 1.00

3.1.2 Stripping topsoil average depth 150mm and stockpile for reuse. m2 0.90

3.2 EXCAVATE, LOAD, HAUL AND DEPOSIT TO FORM EMBANKMENT

3.2.1 Common excavation in cuttings or in bulk to embankment. m3 3.50

3.2.2 Excavation of hard material in cuttings or in bulk to embankment. m3 8.50

3.2.3 Rock excavation by open blasting to embankment. m3 15.00

3.2.4 Rock excavation by control blasting to embankment. m3 20.00

3.2.5 Excavation foundation, trenches, culvert, drainage, etc. in any material except rock to any depth m3 6.50

3.3 EXCAVATE, LOAD, HAUL AND DISPOSE

3.3.1 Common excavation in cuttings or in bulk and dispose to Contractor's dump site as approved by S.O/P.D*. (within 10km) m3 6.50

3.3.2 Excavation of hard material in cuttings or in bulk and dispose to Contractor's dump site as approved by S.O/P.D*. (within 10km) m3 15.00

3.3.3 Rock excavation by open blasting and dispose to Contractor's dump site as approved by S.O./P.D*. m3 20.00

3.3.4 Rock excavation by control blasting and dispose to Contractor's dump site as approved by S.O./P.D*. m3 30.00

3.4 EXCAVATE UNSUITABLE MATERIAL, LOAD, HAUL AND DISPOSE

3.4.1 Excavate unsuitable material below embankments, below culverts or below formation in cuttings as shown in drawing or as per specification as approved by S.O/P.D* and dispose to Contractor's dump site. m3 8.00

DESCRIPTION OF WORKS

BQ 3 - 1/2 Addenda No.219-02-2008

BILL NO. 3 - EARTHWORKS

ITEM UNIT RateNO. (RM)


3.5 SPREAD, GRADE AND COMPACT TO FORM EMBANKMENT

3.5.1 Suitable material from common excavation to form embankment. m3 2.00

3.5.2 Suitable hard material from excavation to form embankment. m3 2.50

3.6 TURFING AND HYDROSEEDING

3.6.1 Spot turfing. m2 2.80

3.6.2 Close turfing. m2 3.50

3.6.3 Hydroseeding. m2 2.50

3.6.4 Hydroseeding with fibromat or equivalent. m2 4.00

3.7 FIELD DENSITY TEST

3.7.1 Carry out compaction test to verify the degree of compaction by using sand replacement method or other approved method by S.O/P.D*. No 20.00

BQ 3 - 2/2 Addenda No.219-02-2008

BILL NO 4 - DRAINAGE WORKS

ITEMNO.

4.1

4.1.1

Spigot Collar

a) Single 600mm diameter Class X m 150.00 98.00Single 675mm diameter Class X m 163.00 108.00Single 750mm diameter Class X m 181.00 121.00Single 900mm diameter Class X m 229.00 161.00Single 1050mm diameter Class X m 275.00 196.00Single 1200mm diameter Class X m 334.00 240.00Single 1500mm diameter Class X m 465.00 446.00Single 1800mm diameter Class X m - 580.00

b) Single 600mm diameter Class Y m 153.00 105.00Single 675mm diameter Class Y m 170.00 114.00Single 750mm diameter Class Y m 189.00 129.00Single 900mm diameter Class Y m 245.00 177.00Single 1050mm diameter Class Y m 300.00 220.00Single 1200mm diameter Class Y m 360.00 265.00Single 1500mm diameter Class Y m 490.00 471.00Single 1800mm diameter Class Y m - 634.00

c) Single 600mm diameter Class Z m 160.00 110.00Single 675mm diameter Class Z m 178.00 122.00Single 750mm diameter Class Z m 203.00 142.00Single 900mm diameter Class Z m 260.00 192.00Single 1050mm diameter Class Z 318.00 238.00Single 1200mm diameter Class Z m 384.00 289.00Single 1500mm diameter Class Z m 538.00 518.00Single 1800mm diameter Class Z m - 700.00

4.1.2

i) 1200mm x 1200mm size box culvert. m

ii) 1500mm x 1500mm size box culvert. m

iii) 1800mm x 1800mm size box culvert. m

546.00

746.00

934.00

Precast Box Culvert

Supply and lay box culvert and flat lid including joint.

CULVERT

Pipe Culverts

Supply and lay precast reinforced concrete pipe culvert including jointing.

RATE(RM)DESCRIPTION OF WORKS UNIT

BQ 4 - 1/1 Addenda No.219-02-2008

BILL NO. 6 - ROAD FURNITURE

ITEMNO.

6.1 SIGNBOARDS

6.1.1 Destination Signboard

a) No b) No

c) Nod) Noe) Nof) Nog) Noh) Noi) Noj) No

6.1.2 Warning and Regulatory Traffic signs

a) Type RP.1 - RP.12 Nob) Type RM.1a - RM.4 Noc) Type WD.1 - WD.4 Nod) Type WD.8 - WD.38b Noe) Type WD.40 - WD.43 No

6.2 TRAFFIC BARRIER

6.2.1 Guardrails a)

ii) 1.95m post spacing m

b) Guardrail Endsi) Type 1 Noii) Type 2 Noiii) Type 3 No

6.3 ROAD MARKING

6.3.1

White Yellow

a) Type 1 - Continuity line m 2.70 3.00 b) Type 2 - Give way line m 3.60 4.00 c) Type 3 - Centre line/lane line m 1.80 2.00

d) Type 4 m 1.80 2.00 e) Type 5 m 1.80 2.00

f) Type 6 - Edge line m 2.70 3.00g) Type 7 - Stop line m 5.40 6.00h) Type 10 m 1.80 2.00i) Type 12 m 1.80 2.00j) Type 13 - Stop line with pedestrian crossing m 1.80 2.00

k) Type 14 (Yellow box marking) m2 18.00 20.00 l) Chevron marking m2 18.00 20.00

m) Transverse bar m2 18.00 20.00

UNIT

Warning and Regulatory sign type high intensity retroreflective sheeting inclusive of posts, footing and frames as specified and shown in the drawing.

3mm thick hot-applied superimposed reflectorised thermoplastic road markings with 20% glassbead as specified in BS 3262 and in the drawing.

2 - 3 m2

3 - 4 m2

4 - 6 m2

16 - 20 m2

6 - 8 m2

8 - 10 m2

10 - 12 m2

12 - 14 m2


Destination sign type high intensity retroreflective sheeting inclusive of posts, footing and frames as specified and shown in the drawing.

Single mounted corrugated steel beam guardrail inclusive of delineators.

Hot-applied superimposed reflectorised thermoplastic road markings

1 - 2 m2

14 - 16 m2

RATE(RM)

3,850.004,950.00

825.001,375.001,925.002,750.00

6,050.007,150.008,250.009,900.00

350.00350.00350.00350.00350.00

180.00

135.00756.00773.00

BQ 6 - 1/2 Addenda No. 219-02-2008

BILL NO. 6 - ROAD FURNITURE

ITEMNO. UNITDESCRIPTION OF WORKS

RATE(RM)

6.3.2 Directional Arrow for roads in urban area

a) Single Straight Nob) Single turning Noc) Double headed No

6.3.3 Directional Arrow for roads in rural area

a) Single Straight Nob) Single turning Noc) Double headed No

6.4 KILOMETRE POST

a) Type A Nob) Type B No

6.5 CONCRETE KERB

a)

i) Type SM1 mii) Type SM2 miii) Semi mountable kerb (Type VIII) m

b)

i) Type SM1 mii) Type SM2 m

6.6 DELINEATORS

6.6.1 Delineator post

Delineator post as shown in the drawing. No

6.6.2

No

6.6.3 Flexible post

Flexible post as shown in the drawing. No

6.7 RIGHT OF WAY MARKER

NoRight of Way marker as shown in the drawing.

Cast-in-situ concrete kerb including jointing, excavation, backfilling, bedding and disposal of surplus materials as shown in the drawing or as directed by the S.O/P.D* all in accordance with Sub-Section 6.4 of the standard specification.

Kilometre post inclusive of all necessary works at location and details as shown in the drawing or as directed by the S.O/P.D*

Retroreflective Raised Pavement Marker as shown in the drawing.

Retroreflective Raised Pavement Marker (Road Stud)

Precast concrete kerb including jointing, excavation, backfilling, bedding and disposal of surplus materials as shown in the drawing or as directed by the S.O/P.D* all in accordance with Sub-Section 6.4 of the standard specification.

73.00

160.00

35.00

65.00

35.0030.00

33.7034.7031.10

140.00350.00

75.0065.0065.00

75.0065.0065.00

BQ 6 - 2/2 Addenda No. 219-02-2008

BILL NO. 7 GEOTECHNICAL WORKS

ITEM RATENO. (RM)

7.1 SOFT GROUND IMPROVEMENT

7.1.1

7.1.1.1 m2 4.50

7.1.1.2 m2 20.00

7.1.2

7.1.2.1 m 2.00

7.2

7.2.1 No 150.00

7.2.2 No 900.00

7.3 RETAINING WALL

7.3.1 REINFORCED SOIL WALLS

7.3.1.1

m2 250.00

7.3.1.2 m 30.00

7.3.2

7.3.2.1

m2 65.00

7.3.2.2m 20.00

7.4 DRAINAGE BLANKET

7.4.1 m 40.00150mm diameter Perforated UPVC pipe wrapped with geotextile fabric.

225mm thick grouted stone pitching including all necessary excavation works at both inlet and outlet of culverts as show in the drawing.

High strength woven geotextile (200kN)

100mm diameter PVC pipe weep holes at 3000mm c/c inclusive of approved drainage materials around weep holes.

INSTRUMENTATION

350mm x 150mm cast-in-situ mass concrete grade 20 levelling pad.

PREFABRICATED VERTICAL DRAINS

1.3m c/c square grids prefabricated vertical drains.

UNIT

RUBBLE RETAINING WALLS

Supply and install surface settlement marker.

Supply and install settlement plate.

Supply and installation of wall component including reinforcing tendons, anchor blocks, joint fillers, cushion pads, fasterners and inclusive of cast-in-situ wall panels as per specification and drawings.

DESCRIPTION OF WORK

SOFT GROUND REPLACEMENT / STABILITY

Non-woven geotextile as separator.

BQ7 - 1/1 Addenda No.219-02-2008

BILL NO. 8 STRUCTURE

ITEM RATENO. (RM)

8.1B SUBSTRUCTURE

8.1B.1m2 60.00

8.1B.2

m 150.00

8.1B.3 1.0m x 1.0m x 1.0m PVC coated wire mesh rock filled gabion. No 200.00

8.1B.4m2 15.00

8.1B.5m2 15.00

8.1B.6 In- situ Reinforced Concretei) 50mm thick Grade 15/20 lean concrete m2 8.50ii) Concrete grade 20/20. m3 190.00iii) Concrete grade 30/20. m3 230.00iv) Concrete Grade 40 m3 250.00

8.1B.7 Formworki) Class F1 for buried surfaces. m2 32.00ii) Class F2 for exposed surfaces. m2 35.00iii) Class F3 m2 40.00iv) Permanent formwork at soffit of deck slab m2 55.00

8.1B.8 High Yield Steel Reinforcementi) 10mm diameter. t 3,500.00ii) 12mm diameter. t 3,440.00iii) 16mm to 32mm diameter. t 3,370.00

8.1B.9 Mild Steel Reinforcementi) 10mm diameter. t 3,470.00ii) 12mm diameter. t 3,420.00

8.1B.10 Fabric Reinforcementi) Steel Fabric Reinforcement B603 m2 18.00ii) Steel Fabric Reinforcement B785 m2 26.00iii) Steel Fabric Reinforcement BRC A 10 m2 30.00

8.1B.11 75mm Diameter UPVC pipe wrapped with filter cloth m 10.00

8.1B.12 100mm Diameter PVC porous pipe wrapped around with filter cloth m 50.00

300mm thick PVC Coated Wire Mesh Gabion mattress forming slopes and berms as shown in the Drawing.

DESCRIPTION UNIT

Two layers of bituminous coating on buried surface of abutment and wingwalls.

200mm thick permeable layer comprising of 20mm - 40mm crushed stones.

G.I handrailing and 300mm thk x 1000mm width grouted stone pitching steps at abutment for inspection purposes as shown in the Drawing.

Addenda No.219-02-2008BQ 8.1B - 1/3


ITEM RATENO. (RM)

DESCRIPTION UNIT

8.1B.13 150mm dia. Perforated UPVC pipe wrapped with geotextile fabric. m 40.00

8.1B.14 20mm dia ms dowel bars galvanised for expansiopn joint No 25.00

8.1B.15 Joint sealer at 50m interval m 2.80

Addenda No.219-02-2008BQ 8.1B - 2/3


ITEM RATENO. (RM)

8.1D MISCELLANEOUS WORKS

8.1D.1 Expansion Joints

8.1D.1.1 Form Expansion joints as shown in the Drawings at:i) Deck Slabs m 120.00ii) Parapets m 120.00iii) Approach slabs m 90.00

8.1D.2 Brass Plaque

8.1D.2.1 Install brass plaque as shown in the Drawing. No 1,000.00

8.1D.3 Dowel Bar

8.1D.3.1No 35.00

8.1D.4 Protective Coating

i) One layer primer ans two layers of top coat inclusive of surface preparation to all exposed surfaces of beams, diaphragm and parapets m2 30.00

ii) One layer of primer and two layers of top coat inclusive of surface preparation to all exposed surfaces of abutments and piers above water. m2 25.00

DESCRIPTION UNIT

Supply and install 25mm diameter high yield steel galvanised dowel bars, 450mm long with rubber dowel caps as per details.

Addenda No.219-02-2008BQ 8.1D - 3/3

BIL NO.9 - TRAFFIC MANAGEMENT AND CONTROL

ITEM RateNO. (RM)

9.1

9.1.1a) Traffic Safety Officer Registered with OSHA man-mth 3,500.00b) Supervisor/Foreman man-mth 2,000.00c) Traffic Controller man-mth 1,000.00

9.2

9.2.1

a) Precast Movable Reinforced Concrete Barriers or equivalent No 200.00

b) Light Weight Movable Barriers No 120.00

c) Light Weight Movable Barriers with Delineators No 125.00

d) Light Weight Movable Traffic Guidance Cones No 50.00

e) Blinkers including batteries No 80.00

f) Beacon Light including batteries No 350.00

g) Double Sided Reflective String Delineators m 1.50

9.3 TEMPORARY SIGNS

9.3.1

a) Not exceeding 1 m2 No 500.00b) 1 - 2 m2 No 750.00c) 2 - 3 m2 No 1,250.00e) More than 4 m2 No 2,000.00

DESCRIPTION OF WORKS UNIT

TEMPORARY ROAD FURNITURES

Supply temporary road furnitures including installation, storage, maintenance, replacement, shifting within the work area and removal upon completion of the works as shown in the drawings and /or as directed by the S.O/P.D*.

Supply, install in position and maintain all temporary traffic signs of fluorescent orange prismatic retro-reflective sheeting including all posts, frames, brackets and everything complete as shown in the drawing and/or as directed by the S.O/P.D* including shifting at the end of each stage and removal at the completion of the road works.

TRAFFIC MANAGEMENT TEAM

Appointment of traffic management team as follows :

BQ 9 - 1/2 Addenda No.219-02-2008

BIL NO.9 - TRAFFIC MANAGEMENT AND CONTROL

ITEM RateNO. (RM)DESCRIPTION OF WORKS UNIT

Warning and Regulatory Traffic signs

9.3.2a) Type T.1b No 250.00b) Type 1.1c No 250.00c) Type T.4 No 250.00d) Type T.6 No 250.00e) Type T.8a No 250.00f) Type T.8b No 250.00g) Type T.11m No 250.00h) Type T.13b No 250.00i) Type T.14 No 250.00

9.4

9.4.1 m 2.50

9.4.2

a) 100mm width blackening existing line marking m 1.20b) New road marking m 1.80

9.5

9.5.1

Sum 15,000.00

9.5.2Set 180.00

1 set = 6 copiesRM 30.00/copy x 6 copies = RM 180.00

Submission 6 copies of Traffic Management Safety Report once in every 3 months.

Road Markings

Ordinary road line paint marking as shown in the drawings and or/as directed by the S.O/P.D* and as specified during the construction

i d

TRAFFIC MANAGEMENT PLAN AND REPORT

Allow for the preparation and submission of traffic management plan and method statement for approval upon request by the S.O/P.D*.

Excavate to form earth drain along temporary road.

TEMPORARY ROAD DIVERSION

Warning and Regulatory sign type high intensity retroreflective

BQ 9 - 2/2 Addenda No.219-02-2008

BILL NO. 10 - ENVIRONMENTAL PROTECTION WORKS

ITEM RateNO. (RM)

10.1 NON - PHYSICAL WORK

10.1.1

10.1.1.1 man- mth 3,500.00

10.1.2

10.1.2.1

No 400.00No 400.00

10.1.2.2

i) To submit 5 copies of monthly monitoring report. No 400.00

ii)No 2,000.00

iii) No 4,000.00

10.1.2.3

No 2,500.00

10.1.2.4

No 1,150.00

10.1.2.5

No 550.00

10.1.2.6

i)

No 330.00

Monitoring Report

i) Monthly for water qualityii) Quarterly for air quality and noise.

Training


Environmental Audit

Preparation and submission of five (5) copies of monitoring reports for the following:

ENVIRONMENTAL MONITORING, AUDITING AND TRAINING

ENVIRONMENTAL MANAGEMENT PLAN (EMP)

Provide a full time Environmental Officer throughout contract period

Conduct quarterly audit and submit five (5) copies of Audit reports as specified.

Conduct closure audit once project is deemed completed.

UNIT

Conduct environmental training on site for JKR personnel once a year.

Air Quality Monitoring

To conduct quarterly air quality monitoring for Total Suspended Particulates (TSP) for 24-hour period including wind velocity and the direction as directed by S.O/P.D*.

To conduct quarterly noise monitoring (12 hours ave.) inc. Leq, L10 and L90 as directed by S.O/P.D*.

To conduct monthly river water quality monitoring for the following parameters: Turbidity,pH, Total Suspended Solids (TSS), Biochemical Oxygen Demand (BOD), Chemical Oxygen Demand (COD), Dissolved Oxygen (DO), Oil & Grease, E. Coli and Ammoniacal Nitrogen or as directed by S.O/P.D*.

Noise Monitoring

Water Quality Monitoring

BQ 10 - 1/3 Addenda No.219-02-2008


ITEM RateNO. (RM)


ii)

No 275.00

iii)

No 80.00

10.2 PHYSICAL WORK

10.2.1

10.2.1.1

No 50,000.00

10.2.1.2

No 2,100.00

10.2.1.3

No 15,000.00

10.2.2

10.2.2.1

i)

m 17.00

ii) m 9.00

To conduct monthly water quality monitoring of the effluent discharge at accommodation area for the following parameters: pH, Total Suspended Solids (TSS), Oil & Grease, E. Coli and Ammoniacal Nitrogen or as directed by S.O/P.D*.

DUST AND MUD CONTROL

Water Browser Truck

Maintenance of silt fence.

SEDIMENT CONTROL

To conduct monthly water quality monitoring at discharge outlet of silt trap for Total Suspended Solid (TSS) or as directed by S.O/P.D*.

Silt fence

Tyre Washing Facilities

Wash trough including excavation, backfill and disposal of surplus materials, formwork, reinforcement, hardcore and placement of aggregate layer including maintenance as shown in the drawing and as directed by the S.O./P.D*.

Browser truck including operator, pumping of water, water tank and other necessary equipment needed to carry out water spraying along haul/access road on site, existing roads and near settlements as directed by the S.O/P.D*.

Portable water jet including operator, water tank and other necessary equipment needed to carry out cleaning of vehicle tyres at various exits from the worksites as directed by the S.O/P.D*.

1.0m High silt fence including non-woven geotextile and wooden post with dimension as shown in the drawing or as directed by the S.O./P.D*.

Wash Trough

BQ 10 - 2/3 Addenda No.219-02-2008


ITEM RateNO. (RM)


10.2.2.2

i)

a) 1.0m x 1.0m x 1.0m gabion. No 200.00b) Sand bedding for silt traps. m3 40.00c) Stone filling. m3 55.00

ii)

a) Silt Trap No 2,000.00b) Sediment basin No 295.00

10.2.3

10.2.3.1m2 14.00

10.2.4

10.2.4.1

No 10,000.00

10.2.5

10.2.5.1

i)No. 7,500.00

ii) Sum 10,000.00

10.2.5.2

No 100.00

Provision and maintenance of grease traps at kitchen areas, kongsi and workshop.

WASTE MANAGEMENT

Transport and disposal of scheduled waste to prescribed premises.

Grease Trap

Construction of storage shed to store scheduled wastes while awaiting disposal.

Scheduled Waste Disposal

Containment Bund for Bulk Fuel Tank

Gabion cage with rock fill and geotextile including excavation, jointing, backfilling and disposal of surplus materials as shown in the drawing and as directed by the S.O./P.D* to suit site condition.

Impervious concrete base to contain 110% volume of stored fuel including grease trap to prevent spilled fuel overflow into natural streams and demolish the same and cart away debris upon completion of the project.

Provision of plastic sheeting to cover topsoil stockpile for turfing and landscaping

Maintenance of and including desilting, repair and replacement of damaged/worn parts and materials as per specification.

FUEL SPILLAGE MANAGEMENT

TOPSOIL PROTECTION

Silt Trap and Sediment Basin

BQ 10 - 3/3 Addenda No.219-02-2008

BILL NO. 11 - ROUTINE MAINTENANCE WORKS

ITEM RateNO. (RM)

11.1

11.1.1 Maintain The Existing Road

km mth 2,451.00

a)

i) Patching of potholesii) Sealing of surface cracksiii) Reinstate edge deterioration of back filled trenchesiv) Treatment to stripping of aggregatev) Treatment for ruttingvi) Treatment to deterioration of concrete pavementvii) Repair to concrete pavement jointsviii) Repair to paving blocks and slabs

b)

i) Re-grading and clearing of vegetationii) Topping up of shoulder with suitable filling materialiii) Filling irregularities in unsealed shouldersiv) Filling pavement/shoulder level differences

11.1.2

mth 776.00a)b)c)d)

a)km mth 28,921.00

i) Repair to erosion slopesnd embankmentsii) Repairs to failure slopes and embankments

Repair Slopes and Embankments

The works shall comprise of maintaining all slopes and embankments as described below:

ROUTINE MAINTENANCE ACTIVITIES DURING CONSTRUCTION PERIOD

The Contractor shall provide all labour, equipments, tools material, transport and whatever necessary to maintain the existing road which shall comprise of all the works stated below :

To Repair Pavement Surface

The works shall comprise of:

To Maintain Road Shoulder

The works shall comprise of:

Grass Cutting

The frequency of cutting shall be carried out once a month:


Road shoulder Slope areaBerm drain, interceptor drain and all other types of drain on slopesMedian

BQ 11 - 1/3 Addenda No.219-02-2008



11.1.3

a)cycle 815.00

i) Cleaning of guardrails and barriersii) Cleaning of signages and postsiii) Cleaning of kilometer post and delineator postiv) Cleaning of traffic signal aspects

b)cycle 1,169.00

i) Repainting of guardrails and barriersii) Repainting of sign posts and traffic signal postsiii) Repainting of delineator posts and kilometer postsiv) Repainting of road kerbs

11.1.4

a)cycle 1,248.00

i) Cleaning of expansion jointsii) Cleaning of weep holesiii) Cleaning of parapetsiv) Cleaning of bearing shelvesv) Cleaning of grafiti and markingsvi) Cleaning of waterway or culvert opening and bridge

carriagewayvii) Cleaning and removal of vegetationviii) Cleaning, lubricating and greasing operation for steel bearings

b)cycle 2,973.00

i) Repainting of Concrete Parapets/ Railingsii) Repainting of Steel Railings

11.1.5

m2 8.60

Road Furnitures

The works shall comprise of cleaning works and shall be carried out 4 cycles/year

The works shall comprise of repainting works and shall be carried out 2 years/cycle

Bridges and Culverts

The works shall comprise of cleaning works and shall be carried out 4 cycles/year

The works shall comprise of repainting works and shall be carried out 1 year/cycle

Roadline Marking

Repaint roadline marking when faded

BQ 11 - 2/3 Addenda No.219-02-2008



11.1.6

a)cycle 1,039.00

i) Debris in lined drainsii) Debris in unlined drainsiii) Debris in sumpsiv) Debris in culverts

b)

i) Repair to damaged drains m 60.70ii) Repair to damaged sumps No 224.00iii) Repair to misaligned unlined drains m 94.40iv) Reseat mis-seated covers No 42.50v) Repair to damaged covers No 33.20

11.1.7 km mth 14.50

a)b)c)

11.1.8 Sum 16,277.00

a)

b)

c)

Drainage

The works shall comprise of cleaning and desilting works and shall be carried out 4 cycles/year

The works shall comprise of minor repair as follows:

Landscaping

The works shall comprise of maintaining all landscaped area including trees, shrubs/bushes as described below:

Watering at every alternate day

Removal and disposal of loose material and debris as and when required.Removal and disposal of carcass as and when required.

Cutting and trimming and shall be carried out once a month.Weeding, fertilising, insect pest and disease control, pruning and mulching and shall be carried out once a month.

Litter Collection and Disposal of Minor Obstruction/Debris

Litter collection and disposal and shall be carried out as and when required.

BQ 11 - 3/3 Addenda No.219-02-2008

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Addenda No 2

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