Earthwork at Chainage 14000 to 14700

8/10/2019 Earthwork at Chainage 14000 to 14700

1/9

CONTRACT NO. PWD/HO/B102/2011 APPEN

2 SITE CLEARING & EARTHWORKS (Deduction)

2.2 Site Clearingof trees, shrubs, undergrowth and demolishing of

existing obstructions and removal and disposal of same in

accordance with specifications.

5.00 ha 2,500.00 3,375.00 16,875.00

2.3 Excavation in all materials other than rock along the roadway

including widening of cuts, trimming of cut slopes, shaping of

roadside channels and formation of subgrade and use the cut

materials to form the fill embankment as per specification.

148,634.99 m3 4.00 5.40 802,628.95

2.5 Filling of suitable material, spread, compact and trim to form fill

embankment form stockpile on site including transportation of

suitable materials.

74,762.23 m3 3.50 4.73 353,251.54

2.8 Spot turfing to cut and embankment slopes in accordance with

drawings and specifications

33,500.00 m2 5.00 6.75 226,125.00

1,398,880.48Total Cost For Site Clearing & Earthworks

PEMBINAAN JALAN BAWANG UBOR/KPG. UKONG, ULU TUBAI, LIMBANG, SARAWAK

Total

(RM)Items Description Unit

Basic

Rate

(RM)

Quantity

Factored

Rate

(RM)


2/9

CONTRACT NO. PWD/HO/B102/2011 APPEND

2 SITE CLEARING & EARTHWORKS

2.1 Survey and setting out of the works as specified 0.725 km 10,000.00 10,000.00 7,250.00

2.2 Site Clearingof trees, shrubs, undergrowth and demolishing of

existing obstructions and removal and disposal of same in

accordance with specifications.

5.00 ha 2,500.00 3,375.00 16,875.00

2.3 Excavation in all materials other than rock along the roadway

including widening of cuts, trimming of cut slopes, shaping of

roadside channels and formation of subgrade and use the cut

materials to form the fill embankment as per specification.

0.00 m3 4.00 5.40 0.00

2.4 Extra Over - Excavation in Rock (Provisional Quantity =

10,000m3@ RM 8.00 per m

3)

10,000.00 m3 8.00 (tendered

price)

80,000.00

2.5 Filling of suitable material, spread, compact and trim to form fill

embankment form stockpile on site including transportation of

suitable materials.

74,762.83 m3 3.50 4.73 353,254.37

2.7 Supply, compact and grade road shoulder using selected

material

200.00 m3 20.00 27.00 5,400.00

2.8 Spot turfing to cut and embankment slopes in accordance with

drawings and specification

0.00 m2 5.00 6.75 0.00

4 Gravel Road

4.1 Supply, spread, grade and compact crushed aggregate road

base to the dimension as shown in the drawings

725.00 m3 75.00 101.25 73,406.25

462,779.37Total Cost For Site Clearing & Earthworks

Summary of Cost Estimate for Works for Ch 14+000km to Ch 14+725km


Items Description Quantity Unit

Basic

Rate

(RM)

Factored

Rate

(RM)

Total

(RM)


3/9

CONTRACT NO. PWD/HO/B102/2011 APP

Summary of Variation Order

1 Deduction of current Earthworks

2 Addition of current Earthworks

Total Variation to the Cost of Contract #REF!

(1,398,880.48)

#REF!

Items Description Total



4/9

2.164

2.526

1.404

1.08

3.848

2.656

1.733

1.747

2.303

2.887

2.612

2.929

3.301

4.1435.53

7.34

6.291

9.775

7.993

0.495

7.292

9.143

6.667

4.462

4.704

6.2355.263

3.451

3.463

3.98

2.899

2.888

1.628

1.079

3.997382

120 8.8 111.2

113

2

226

1356 169.5

2712


5/9


6/9

Road side drain

Steel 2.88 705.6 18 ####

rc 93.1 345 ####

lean concrete 122.5 13.1 1605

formwork 1274 38 ####

excavation 245 10 2450

####

397

Interceptor

Steel 1.88 282 18 5076rc 35.25 345 ####

lean concrete 75 13.1 983

formwork 350 38 ####


####

135

Interceptor

Steel 1.6 380.8 18 6854

rc 52 345 ####

lean concrete 0 13.1 0

formwork 445.06 38 ####


####

180

0.2

8 1781 8.94

1400 356.2 1400

11200 2137.2 12516


7/9

1781

#REF!

36000

#REF!

70000 #REF!

14 2200 30800 #REF!


8/9

592.65

3.008 2.085 0.923

3.007 2.145 0.862

3.007 2.129 0.878

3.007 2.077 0.93

3.006 1.646 1.36

3.006 1.596 1.41

3.006 1.622 1.384

1693 3.005 1.859 1.146

f 240 3.005 1.829 1.176

c 612 5.226 2.78 2.446

pt 150 3.706 2.035 1.671

sav 170 3.491 1.678 1.813

as 110 1.33325

hp 60

mkn 180

bb 71100

580


9/9

2625 2887.5

Toe drain length

0.315 28800 2244.417 33666.25

0.016 5262 1.057988 15.86982

33682.12 0.002066

333366

Documents

Earthwork at Chainage 14000 to 14700