Profit & Loss Report - Pavement Work

BUDGET OVERALL

ACCENTAGE SDN BHD CADANGAN MENAIKTARAF JALAN KESANG TASEK, MUAR, JOHOR NO KONTRAK - JKR/NEG/J/10/2002 BILL NO. 4.0 - PAVEMENT

ITEM

DESCRIPTION

QTY

UNIT Labour

RATIONALIZED RATE RATE Material Machinery

AMOUNT (RM) Total

Labour

BUDGET RATE Material Machinery

AMOUNT (RM)

PROFIT (RM)

Total

ALL QUANTITIES ARE PROVISIONAL

4.0

PREPARATION OF FORMATION

4.1

Preparation of Formation

4.1.1

4.1.2

4.2

4.2.1

4.2.2

4.3

4.3.1

4.3.2

4.3.3

4.3.4

Preparation of subgrade as shown in the drawing and as directed by the S.O

28,000

Sq.m

-

-

18,850

Sq.m

-

21.00

Supply, lay and compact approved sub-base material of Type A or B or C to the compacted thickness 150mm thick

3,130

Cu.m

5.00

Supply,lay and compact road-base of approved crushed aggregate to the compacted thickness 400mm thick

8,292

Cu.m

5.00

20,300

Sq.m

to the compacted thickness of 60mm as shown in the drawings

20,300

Supply Bituminous Tack Coat RS-1K to the surface of Asphaltic Concrete Binder Course

1.00

1.00

28,000.00

-

-

-

21.00

395,850.00

1.00

18.00

33.00

-

38.00

118,940.00

5.00

35.00

-

40.00

331,680.00

5.00

-

1.08

-

1.08

21,924.00

Sq.m

-

14.00

-

14.00

284,200.00

22,700

Sq.m

-

1.08

-

1.08

24,516.00

22,700

Sq.m

-

10.70

-

10.70

242,890.00

2,600

Cu.m

-

13.00

-

13.00

33,800.00

0.50

0.50

14,000.00

14,000.00

-

19.00

358,150.00

37,700.00

30.00

-

35.00

109,550.00

9,390.00

29.50

-

34.50

286,074.00

45,606.00

0.80

-

0.80

16,240.00

5,684.00

8.50

-

9.70

196,910.00

87,290.00

0.90

-

0.90

20,430.00

4,086.00

1.20

6.50

-

7.70

174,790.00

68,100.00

2.00

11.00

-

13.00

33,800.00

Supply and lay Geogrid Tensar SS20 or equivalent as reinforcing element to embankment as shown in the drawing and as directed by the S.O

Unbound Pavement Courses

Bituminous Pavement Courses

Supply and apply Bituminous Prime Coat SS-1K to the surface of road-base as per Sub-Section 4.2.1

-

Supply, lay and compact Asphaltic Concrete Binder Course ACB 28 1.20

-

Supply, lay and compact Asphaltic Concrete Wearing Course ACW 20 to the compacted thickness of 40mm as shown in the drawing

4.4 4.4.1

Shoulder Supply, lay and compact suitable earth material for road shoulder on the sub-base layer to a finished average compacted thickness as shown in the drawings and as directed by the S.O.

TOTAL CARRIED OF BILL NO.4 TO FINAL SUMMARY

1,481,800.00

PAVEMENT - Budget Overall

1,209,944.00

-

271,856.00

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