studio works - retaining wall

JABATAN UKUR BAHAN, FAKULTI ALAM BINA Date:

UNIVERSITI TEKNOLOGI MALAYSIA, SKUDAI, JOHOR 17.04.2014

Project: Projek Jalan Bungalio - Longkou Lama - Timbok Taker off: Abdul Khaaliq Kamunri Squared by; Abdul Khaaliq Page: 1

Tuaran Sabah Checked by: Abdul Khaaliq Kamunri Revised by; Abdul Khaaliq Ref No: JUB4314

Code Descriptions Unit L W H Rates RM

Taking off List

A111 Performance bond Sum

A112 Design guarantee bond Sum

A12* Facilities for Engineer Sum

A231 Provision of transport vehicle Sum

A232 Maintenace of vehicle Mth

A254 Work programme Sum

A261 Progress report Mth

A262 Project signboard sum

A265 Temporary fencing and hoarding Sum

A341 Routing maintenance - existing road Sum

A350 Cleaning site upon completion Sum

C134 Traffic controller Sum

C111 Non-illuminated retro-reflective Sum

C121 Heavy-duty water/sand-filled PVC barrier Nr

C231 Cones Nr

C235 Blinker Nr

E110 Above ground Ha

F111 Topsoil M2

F121 Cut to fill; Earth M3

F135 Cut and dispose; unsuitable material M3

B/F

ITEMS DIMENSIONS COSTQUANTITIES

No. Total






Taking off List (Cont'd)

F312 Imported material M3

F322 Imported material M3

F340 Filling to structure M3

F510 Turfing M2

F520 Hydroseeding M2

G110 Provision Sum

G120 Moving and handling Sum

G211 Rock-filled gabion M3

G231 Geotextile M2

G232 Geogrid M2

G351 Horizontal drain in earth M

H110 Provision Sum

H120 Moving and handling Sum

H281 Supply Nr

H282 Depth driven M

H283 Jointing Nr

B/F

ITEMS DIMENSIONS QUANTITIES COST

No. Total






Taking off List (Cont'd)

H510 Pile dynamic analyser (PDA) Nr

I110 Blinding M2 Querry grade

I142 Ground slab M3 Querry grade

I411 Sides of ground slab M2

I560 Fabric A6 & A10 M2

J160 Vertical facing to concrete M2

J421 Damp proof course M

L240 Handrails M

L311 Angle section M

P111 Not exceeding 1.5m M

P220 Bench drain M

P230 Roadside drain M

P270 Monsoon drain M

P320 Outlet drain M

Q330 Crushed aggregates M2 under 125mm slab

Q510 Remofal of flexible surface M2

Q520 Surface dressing M2

Q822 Continuos line M

Q823 Intermittent line M

B/F

No. Total


67800 69800 68600 70350

66950 68700 67150 69575

850 1100 1450 775 4175

Left right

JABATAN UKUR BAHAN, FAKULTI ALAM BINA

UNIVERSITI TEKNOLOGI MALAYSIA, SKUDAI, JOHOR 16 April 2014

Project: Menaiktaraf Laluan Persekutuan 5 Dari Ipoh ke Lumut Taker off: Abdul Khaaliq Kamunri Squared by; Abdul Khaaliq Page: 1

Checked by: Abdul Khaaliq Revised by; Abdul Khaaliq Ref No: RTWALL-01


A111 Contractual requirement; bond; performance Sum 30,000.00 30,000.00

bond

A112 Contractual requirement; bond; design Sum 10,000.00 10,000.00

guarantee bond for retaining wall

A121 Contractual requirement; insurance; Sum 25,000.00 25,000.00

insurance of the work


public liability insurance


Socso/Workmen compensation insurance

A231 Engineer's requirements; services for the Sum 1 1 70,000.00 70,000.00

Engineer representative; provision of

transport vehicle

A232 Engineer's requirements; services for the Mth 12 12 500.00 6,000.00

Engineer representative; maintenance of

vehicle

A254 Engineer's requirements; submission of Sum 600.00 600.00

documents; work programme

A261 Engineer's requirements; miscellaneous; Mth 12 12 120.00 1,440.00

progress report five sets monthly

CLASS A : 1/2 B/F 208,040.00

Date:


No. Total





L W H Rates RM

C/F 208,040.00

A262 Engineer's requirement; miscellaneous; Nr 1 1 700.00 700.00

project signboard

A265 Engineer's requirement; miscellaneous; Sum 5,000.00 5,000.00

temporary fencing and hoarding

A341 Project requirement; maintenance of road; Sum 5,000.00 5,000.00

routine maintenance-existing road

A350 Project requirements; cleaning of site upon Sum 10,000.00 10,000.00

completion

Class A : 2/2 B/F 228,740.00

Date:

DIMENSIONS QUANTITIES COST

No. Total





L W H Rates RM

C211 Temporary road furniture; temporary traffic Nr 4 4 500.00 2,000.00

sign; circular corner-cube prismatic lens

75mm diameter non-illuminated retro-

reflective sheeting

C221 Temporary road furniture; barrier and Nr 10 10 300.00 3,000.00

barricade; heavy duti water/sand-filled pvc

barrier

C231 Temporary road furniture; delineators; Nr 6 6 150.00 900.00

cone

C235 Temporary road furniture; delineators; Nr 6 6 500.00 3,000.00

blinkers

Class C: 1/1 8,900.00

No. Total

Date:






L W H Rates RM

E110 General clearance; above ground; bushes Ha 0.1 10,000.00 1,000.00

Class E: 1/1 1,000.00

Date:


No. Total


UNIVERSITI TEKNOLOGI MALAYSIA, SKUDAI, JOHOR 16/04/2014



L W H Rates RM

F110 Excavation; stripping; topsoil 200mm thick M2 4.18 14.50 60.61 2.00 121.22

for disposal

F121 Excavation; cut to fill ; earth M3 2 4.18 0.30 0.30 0.75 6.50 4.89

F135 Excavation; cut and dispose; earth M3 4.18 6.25 2.00 52.25 7.00 365.75

F312 Filling; general;imported material sand and M3 4.18 1.67 4.00 27.87 11.00 306.53

stone

F322 Filling; replacement; imported material M3 4.18 6.25 2.00 52.25 9.00 470.25

F340 Filling; to structure M3 4.18 2.60 0.26 2.83 7.00 19.78

F510 Landscaping; spot turfing M2 4.18 1.60 6.69 6.00 40.13

F520 Landscaping; hydroseeding with fibromat M2 4.18 8.50 35.53 12.00 426.36

Class F : 1/1 1,754.91

Date:


No. Total





L W H Rates RM

G110 Plant and equipment; provision Sum

G120 Plant and equipment ; moving and handling Sum

G211 Retaining structure; gabion; rock-filled M3 4 4.18 1.20 1.00 20.06 250.00 5,016.00

gabion

G231 Retaining structure ; reinforced soil slope; M2 4.18 3.50 14.63 185.00 2,706.55

geotextile non-woven polyster KET9

G232 Retaining structure ; reinforced soil slope; M2 4.18 26.00 108.68 1,060.00 115,200.80

geogrid KG120/25 at 0.5 vertical spacing

G351 Slope stabilisation; horizontal drain; in earth M 8 3 24.00 28.00 672.00

with G.I Pipe 50mm diameter

Class G: 1/1 123,595.35

Date:


No. Total





L W H Rates RM

H110 Plant and equipment; provision Sum 3,000.00 3,000.00

H120 Plant and equipment; moving and handling Sum 3,000.00 3,000.00

H281 Piles; steel pipe piles; supply 3.0m length Nr 24 24.00 230.00 5,520.00

75mm diameter G.I pipe at 2.0m spacing

H282 Piles; steel pipe piles; depth driven 3.0m M 24 3.00 72.00 10.00 720.00

H283 Piles; steel pipe piles; jointing with slab Nr 24 24.00 23.00 552.00

H510.1 Pile test; static load test; 80tons Nr 2 2.00 1,000.00 2,000.00

H510.2 Pile test; static load test; 160tons Nr 2 2.00 1,000.00 2,000.00

Class H: 1/1 16,792.00

Date:


No. Total





L W H Rates RM

I110 In-situ concrete design mix; Grade C15 M2 4.18 7.80 32.60 8.00 260.83

blinding 50mm thick under ground slab

I142.1 In-situ concrete design mix; Grade C30 M3 4.18 1.20 0.08 0.40 400.00 160.51

ground slab 75mm thick

I142.2 In-situ concrete design mix; Grade C30 M3 4.18 2.30 0.13 1.25 450.00 562.42


I142.3 In-situ concrete design mix; Grade C30 M3 4.18 2.80 0.25 2.93 550.00 1,609.30


I411 Formwork; sides; ground slab M2 2 6.78 0.25 3.39 40.00 135.60

I560.1 Reinforcement; fabric or other stated material M2 4.18 2.60 10.87 16.00 173.89

BRC A6 to BS 4483

I560.2 Reinforcement; fabric or other stated material M2 2 4.18 7.9 66.04 24.00 1,585.06

BRC A10 to BS 4483

Class I : 1/1 B/F 4,487.61

Date:


No. Total





L W H Rates RM

J160 Brickwork; vertical facing to concrete; M2 4.18 0.23 0.9614 55.00 52.88

225mm thick common brick cement and sand

1:3 mortar

J421 Miscellaneous work; ancillaries; damp proof M 4.18 4.18 20.00 83.60

course under 225mm thick brick with black

polythene laminated sheet, laid on mortar bed

Class J: 1/1 B/F 136.48

Date:


No. Total





L W H Rates RM

L240 Miscellaneous metalwork; handrails M 4.18 4.18 280.00 1,170.40

rectangular hollow section 75mm x 38mm x

9mm thick

L311 Miscellaneous metalwork; miscellaneous M 4 0.90 3.60 230.00 828.00

framing; angle section circular hollow section

38mm diameter, 900mm high with top end

welded to underside of handrail

Class L: 1/1 1,998.40

Date:


No. Total





L W H Rates RM

P111.1 Drain excavation; in earth; depth not M 4.18 4.18 7.00 29.26

exceeding 1.5m for 300mm block drain


exceeding 1.5m for 300mm half round drain


exceeding 1.5m for monsoon drain

P220 Surface drain; bench drain; concrete Grade20 M 4.18 4.18 95.00 397.10

300mm half round drain 100mm thick

P230 Surface drain; roadside drain; concrete M 4.18 4.18 300.00 1,254.00

Grade 20 300mm block drain 200mm thick

P270 Surface drain; monsoon drain; concrete M 4.18 4.18 550.00 2,299.00

Grade 20 250mm lining thick

P320 Subsurface drains; outlet drain; 150mm M 6 3.00 18.00 127.00 2,286.00

diameter horizontal G.I pipe drain

Class P: 1/1 6,323.88

Date:


No. Total





L W H Rates RM

Q330 Roadbase; crushed aggregates M2 4.18 1.60 6.69 33.00 220.70

200mm thick crusher run

Q510 Surfacing; removal of flexible surface M2 4.18 5.20 21.74 20.00 434.72

existing cracked asphaltic concrete wearing

course (ACW20)

Q520 Surfacing; surface dressing compact asphaltic M2 4.18 5.20 21.74 45.00 978.12

concrete wearing course (ACW20) to the

compacted thickness of 50mm

Q822 Road furniture; pavement markings; M 1.50 1.50 5.60 8.40

continuos line 150mm wide hot-applied

superimposed reflectorised thermoplastic

all in accordance to Arahan Teknik Jalan

2D/85

Q823 Road furniture; pavement markings; M 2.00 2.00 3.70 4.00

intermittent line 100mm wide hot-applied

superimposed reflectorised thermoplastic

all in accordance to Arahan Teknik Jalan

2D/85

Class Q: 1/1 1,645.94

Date:


No. Total





L W H Rates RM

Summary of Bills of Quantities

Class A 228,740.00

Class C 8,900.00

Class E 1,000.00

Class F 1,754.91

Class G 15,447.00

Class H 16,792.00

Class I 4,487.61

Class J 1,998.40

Class L 6,323.88

Class P 1,645.94

Class Q

B/F 287,089.74

Date:


No. Total

67800 69800 68600 70350

66950 68700 67150 69575

850 1100 1450 775 4175 MM

4.175

Left right

Projek Jalan Bungalio - Longkou Lama - Timbok, Tuaran, Sabah.

AMOUNT

RM

A100 CONTRACTUAL REQUIREMENTS

Bond

A111 Performance bond Sum 30,000.00 30,000.00

A112 Design guarantee bond for retaining wall to be designed Sum 10,000.00 10,000.00

by the Contractor.

Insurances

A121 Insurance of the works Sum 25,000.00 25,000.00

A122 Public liability insurance Sum 30,000.00 30,000.00

A123 Socso/Workmen compensation insurance Sum 35,000.00 35,000.00

ENGINEER'S REQUIREMENT

Services for the Engineer's/SO/PD's Representative

A231 Provision of transport vehicle [Type A as per 2500cc Sum 70,000.00 70,000.00

Vehicle to be reverted to the Contractor after

completion]

A232 Maintenace of the transport vehicle [Type A] Mth 12 500.00 6,000.00

Submission of Documents

A254 Work programme in Microsof Project on a Gantt Sum 600.00

Chart format]

Miscellaneous

A261 Progress report in five sets. Rate to include progress Mth 12 120.00 1,440.00

photos

A262 Project signboard Nr 1 700.00 700.00

A265 Temporary fencing and hoarding Sum 5,000.00 5,000.00

A300 PROJECT REQUIREMENTS

Maintenace of Road

A341 Routine maintenances for existing road as per Sum 5,000.00 5,000.00

spesification

A350 Clearing of site upon completion Sum 10,000.00 10,000.00

TO COLLECTION (CLASS A) 228,740.00

C200 TEMPORARY ROAD FURNITURE

ITEM NO

Bill of Quantities No 1 -Retaining Wall JUB4314/MSM/2013/RTWALL-01

CODE ITEM DESCRIPTION UNIT QUANTITY RATE

BQ-RTWALL-01/32/46


AMOUNT

RMITEM NO



Temporary traffic signs shall be in accordance with

JKR Arahan Teknik (Jalan) 2C/85

Temporary Road Traffic Sign

C211 Protable non-illuminated retro-reflective in PVC Nr 4 500.00 2,000.00

sheeting for advance warning sign.

Barrier and Barricades

C221 Heavy duty water or sand filled PVC barrier of the Nr 10 300.00 3,000.00

New Jersey type

Deliniators

C231 750mm PVC traffic cones with reflective bands Nr 6 150.00 900.00

C235 150mm diameter polycarbonate lens battery operated Nr 6 500.00 3,000.00

blinkers

TOTAL TO COLLECTION (CLASS C) 8,900.00

E100 GENERAL CLEARANCE

Above Ground

BQ-RTWALL-01/33/46


AMOUNT

RMITEM NO



E110 General clearance to primary forest. Rate to include the Ha 0.1 10,000.00 1,000.00

removal of trees and stumps, undergrowth, shrubs

roots and the likes (All trees of 0.5m girth and above

shall became the property of the Employer)

TOTAL TO COLLECTION (CLASS E) 1,000.00

F100 EXCAVATION

Stripping

F110 Topsoil to average depth of 200mm disposed to the M2 61 2.00 122.00

Contractor's dump site as approved by the Engineer/

BQ-RTWALL-01/34/46


AMOUNT

RMITEM NO



S.O/P.D

Cut to Fill

F121 Excavate in earth material from original ground level to M3 1 6.50 6.50

form a reduced level

Cut and Dispose

F135 Excavate in unsuitable material commencing from M3 53 7.00 371.00

original ground level to disposal site apprived by the

Engineer/S.O/P.D

F300 FILLING

General

F312 Imported material from Contractor's own source of M3 28 11.00 308.00

sand and stone as per spesification

Embankment

F322 Imported material from Contractor's own source with M3 53 9.00 477.00

grading limit as per Spesification to form embankment

Replacement

F340 To structures - filling around RC slab M3 3 7.00 21.00

F500 LANDSCAPING

Item for landscaping shall be deemed to include digging,

planting media, bedding, stalking, protection,

watering, weeding, required fertilising, and

replacement of dead item until vegetation is

established

F510 Spot turfing to slope area M2 7 6.00 42.00

F520 Hydoseeding with fibremat or equivalent M2 36 12.00 432.00

TOTAL TO COLLECTION (CLASS F) 1,779.50

G100 PLANT AND EQUIPMENT

G110 Provision of all necessary plant and equipment, Sum 5,000.00 5,000.00

transportation to the Site, handling, assembling and

removal off the Site after completion of operation.

G120 Moving and handling all necessary plant and equipment Sum 2,000.00 2,000.00

BQ-RTWALL-01/35/46


AMOUNT

RMITEM NO



within theSite and from location to location as often

as is and whenever necessary for the execution of

whole operation

G200 RETAINING STRUCUTURE

Gabion

G211 1.3m x 1.3m rock-filled gabion with PVC-Coated M3 20 250.00 5,000.00

wire gauge size of 2.7mm as shown on the drawing

Reinforce Soil Slope

G231 Woven geotextile with minimum long term design M2 15 185.00 2,775.00

strength of 100kN/m as soil reinforcement

G232 Geogrid with minimum long term design strength of

75kN/m KG120/25 as soil reinforcement

G300 SLOPE STABILISATION

Horizontal Drain

Rate for horizontal drain shall be deemed to include

drilling and perforated pipe

50mm diameter uPVC horizontal drain as shown in

Drawing

G351 In earth M 24 28.00 672.00

TOTAL TO COLLECTION (CLASS G) 15,447.00

H100 PLANT AND EQUIPMENT

H110 Provision of all necessary piling plant and equipment Sum 3,000.00 3,000.00

transportation to Site, handling, assembling, and

removal off Site after completion of operation

BQ-RTWALL-01/36/46


AMOUNT

RMITEM NO



H120 Moving and handling of all piling plant and equipment Sum 3,000.00 3,000.00

within the Site from location to location as often as

is, and whenever necessary for the execution of the

whole piling operations

H200 PILES

Steel Pipe Piles

H281 Supply of steel pipe piles with metal-filled primers of Nr 24 230.00 5,520.00

3m length. Rate to include cathodic protectiong using

the sacrificial anode system

H283 Jointing with butt weld all around as shown in Drawing Nr 72 10.00 720.00

to slab

H500 PILE TESTS

H510.0 Initial static load test on 75mm diameter steel pipe Nr 2 1,000.00 2,000.00

piles up to two times working load of 8,000kN

H510.2 Initial static load test on 75mm diameter steel pipe NR 2 1,000.00 2,000.00

piles up to two times working load of 16,000kN

TOTAL TO COLLECTION (CLASS H) 16,240.00

I100 IN SITU CONCRETE DESIGN MIX

Rate for in situ concrete designed mix shall be deemed

BQ-RTWALL-01/37/46


AMOUNT

RMITEM NO



to include placing and compaction of concrete

Grade C15 Concrete

I110 Mass concrete blinding 50mm thick to base slab M2 20 8.00 160.00

Grade: C30

I142.1 Reinforced concrete 75mm thick to concrete slab M3 1 400.00 400.00

I142.2 Reinforced concrete 125mm thick to ground slab M3 2 450.00 900.00

I142.3 Reinforced concrete 250mm thick to slab M3 3 550.00 1,650.00

I400 FORMWORK

Sides

I411 F1: rough finish to ground slabs M2 4 40.00 160.00

I500 REINFORCEMENT

Reinforcing Bars of Other Stated Material

I560.1 Fabric of other stated material BRC A6 to BS 4483 M2 11 16.00 176.00

I560.2 Fabric of other stated material BRC A10 to BS 4483 M2 66 24.00 1,584.00

TOTAL TO COLLECTION (CLASS I) 5,030.00

J100 BRICKWORK

BQ-RTWALL-01/38/46


AMOUNT

RMITEM NO



Item for brickwork shall be deemed to include joint

reinforcement, movement joints, fixing ties, bonds to

existing work and fixing clamps

J160 Common brick laid in stretcher bond, jointed in M2 1 55.00 55.00

(1:3) cement mortar as vertical facing to conrete

J400 MISCELLANEOUS WORK

Ancillaries

J421 Damp proof course, width 115mm to BS 743 Type D M 4 20.00 80.00

TOTAL TO COLLECTION (CLASS J) 135.00

BQ-RTWALL-01/39/46


AMOUNT

RMITEM NO



L200 MISCELLANEOUS METALWORKS

Item for miscellaneous metalwork shall be deemed to

include fixing to other work, supply of fixing component

and drilling or cutting of other works

L240 Galvanised mild steel handrail of 38mm diameter M 4 280.00 1,120.00

tubular section of 3.2mm thickness of 900mm high

as shown on the drawing

Miscellaneous Framing

L311 75mm x 38mm x 9mm thick angle section M 3.6 230.00 828.00

BQ-RTWALL-01/40/46


AMOUNT

RMITEM NO



TOTAL TO COLLECTION (CLASS L) 1,948.00

P100 DRAIN EXCAVATION

Drain excavation shall be deemed to include

preparation of surfacs, double handling, disposal of

surplus excavated material, upholding sides of

excavation, allowance for joints, backfilling and

removal of dead services and reinstated of Original

Surgface unless coverer by separate items.

300mm precast concrete drain for Road as shown

in th Drawing.

P111.1 In earth for 300mm precast concrete block drain not M 4.18 7.00 29.26

exceeding 1.5m

P111.2 In earth for 300mm precast concrete half round drain M 4.18 7.00 29.26

not exceeding 1.5m

P111.3 In earth for precast concrete monsoon drain not M 4.18 7.00 29.26

exceeding 1.5m

P200 SURFACE DRAINS

P220 Bench and berm drains, reinforced concrete Grade 20 M 4.18 95.00 397.10

300mm wide x 300mm deep and 75mm thick U shape

P230 Roadside drain, 300mm wide block drain with average M 4.18 300.00 1,254.00

300mm high brickwall and plastering

P270 Monsoon drain, precast concrete U-shaped drain with M 4.18 550.00 2,299.00

dry weather flow, to repair

P300 SURFACE DRAINS

Item for subsurface drains shall be deemed to include

getectiles fabric, lining and filter material

P320 Outlet drains, 150mm diameter UPVC pipe including M 18 127.00 2,286.00

fittings,. Rate to include bends, filter fabric and

concrete surround

Crushed

BQ-RTWALL-01/41/46


AMOUNT

RMITEM NO



TOTAL TO COLLECTION (CLASS P) 6,323.88

Q300 ROAD BASE

Roadbase shall be deemed to include chamfer

Q330 Crushed aggregates with a CBR value of more 80, M2 7 33.00 231.00

complying with Type II of spesification in 200mm thick

Q500 SURFACING

Q510.1 Removal of flexible surface. Rate to include scariying M2 22 20.00 440.00

the existing exposed surface

Q510.2 Removal of flexible surface. Rate to include milling M2 22 45.00 990.00

of exisiting roadbase before receiving the new

roadbase material

Q800 ROAD FURNITURE

Pavement Markings

Q822 Pavement markings shall generally be hot-applied M 1.5 5.60 8.40

superimposed reflectorised thermoplastic and in

accordance witrh JKR Arahan Teknkik (Jalan) 20/85

Q823 100mm wide intermittent (Centre) line with 4180mm M 2 3.70 7.40

line

BQ-RTWALL-01/42/46


AMOUNT

RMITEM NO



TOTAL TO COLLECTION (CLASS Q) 1,676.80

BQ-RTWALL-01/43/46


BQ-RTWALL-01/44/46


BQ-RTWALL-01/45/46


BQ-RTWALL-01/46/46