Profit & Loss Report - Retaining Wall
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BUDGET OVERALL
ACCENTAGE SDN BHD CADANGAN MENAIKTARAF JALAN KESANG TASEK, MUAR, JOHOR NO KONTRAK - JKR/NEG/J/10/2002 BILL NO. 6 - RETAINING WALL
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 6.1 6.1.1
EXCAVATION AND BACKFILLING Excavation in all types of materials except rock up to the base of retaining wall including carting away the surplus excavated 1,600
Cu.m
880
Cu.m
1,200
including excavation, cement mortar, jointing, weep holes, everything complete as accordance to the drawing. i) 787 mm thick Supply only 150mm x 150mm initial square R.C Pile of minimum length 6.0m
materials to the to the Contractor's own disposal ground 6.1.2
Backfilling with the selected excavated materials or import approved fill materials from Contractor's own source to all exacavated materials the side of gabion and rubble wall including compaction, trimming, shaping all the finished surface to suit the as-built profile and site conditions
6.2.1
Supply and lay 1000 x 3000mm rock-filled gabion mattress as specified inclusive of cages, 600 x 900mm rock, ties, wires, etc
6.2.3
Supply and construct grouted stone wall for slope protection
6.2.4
6.90
-
-
6.90
11,040.00
23.00
-
-
23.00
36,800.00
-25,760.00
-
12.65
-
12.65
11,132.00
-
38.00
-
38.00
33,440.00
-22,308.00
Sq.m
-
100.00
-
100.00
120,000.00
-
160.00
-
160.00
192,000.00
-72,000.00
500
Sq.m
-
90.00
-
90.00
45,000.00
12.00
131.38
-
143.38
71,690.00
-26,690.00
600
No.
-
180.00
-
180.00
108,000.00
-
93.00
-
93.00
55,800.00
52,200.00
1,200
No.
-
180.00
-
180.00
216,000.00
-
93.00
-
93.00
111,600.00
104,400.00
5.50
-
5.50
59,400.00
89,640.00
6.2.5
Supply only extension 150mm x 150mm square R.C pile of length 6.0m
6.2.6
Drive single vertical R.C. pile to set, including all handling, positioning, extension and etc
10,800
Lin.m
13.80
-
-
13.80
149,040.00
-
6.2.7
Fillet weld to 150mm x150mm R.C pile
1,200
No
35.00
-
-
35.00
42,000.00
30.00
-
-
30.00
36,000.00
6,000.00
6.2.8
Cut pile to the required level for gabion and stonewall as directed the S.O.
600
No.
40.00
-
-
40.00
24,000.00
20.00
-
-
20.00
12,000.00
12,000.00
608,730.00
117,482.00
TOTAL CARRIED OF BILL NO.6 TO FINAL SUMMARY
726,212.00
RETAININGWALL - Budget Overall
1/1
ACCENTAGE SDN BHD CADANGAN MENAIKTARAF JALAN KESANG TASEK, MUAR, JOHOR NO KONTRAK - JKR/NEG/J/10/2002 BILL NO. 6 - RETAINING WALL
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 6.1 6.1.1
EXCAVATION AND BACKFILLING Excavation in all types of materials except rock up to the base of retaining wall including carting away the surplus excavated 1,600
Cu.m
880
Cu.m
1,200
including excavation, cement mortar, jointing, weep holes, everything complete as accordance to the drawing. i) 787 mm thick Supply only 150mm x 150mm initial square R.C Pile of minimum length 6.0m
materials to the to the Contractor's own disposal ground 6.1.2
Backfilling with the selected excavated materials or import approved fill materials from Contractor's own source to all exacavated materials the side of gabion and rubble wall including compaction, trimming, shaping all the finished surface to suit the as-built profile and site conditions
6.2.1
Supply and lay 1000 x 3000mm rock-filled gabion mattress as specified inclusive of cages, 600 x 900mm rock, ties, wires, etc
6.2.3
Supply and construct grouted stone wall for slope protection
6.2.4
6.90
-
-
6.90
11,040.00
23.00
-
-
23.00
36,800.00
-25,760.00
-
12.65
-
12.65
11,132.00
-
38.00
-
38.00
33,440.00
-22,308.00
Sq.m
-
100.00
-
100.00
120,000.00
-
160.00
-
160.00
192,000.00
-72,000.00
500
Sq.m
-
90.00
-
90.00
45,000.00
12.00
131.38
-
143.38
71,690.00
-26,690.00
600
No.
-
180.00
-
180.00
108,000.00
-
93.00
-
93.00
55,800.00
52,200.00
1,200
No.
-
180.00
-
180.00
216,000.00
-
93.00
-
93.00
111,600.00
104,400.00
5.50
-
5.50
59,400.00
89,640.00
6.2.5
Supply only extension 150mm x 150mm square R.C pile of length 6.0m
6.2.6
Drive single vertical R.C. pile to set, including all handling, positioning, extension and etc
10,800
Lin.m
13.80
-
-
13.80
149,040.00
-
6.2.7
Fillet weld to 150mm x150mm R.C pile
1,200
No
35.00
-
-
35.00
42,000.00
30.00
-
-
30.00
36,000.00
6,000.00
6.2.8
Cut pile to the required level for gabion and stonewall as directed the S.O.
600
No.
40.00
-
-
40.00
24,000.00
20.00
-
-
20.00
12,000.00
12,000.00
608,730.00
117,482.00
TOTAL CARRIED OF BILL NO.6 TO FINAL SUMMARY
726,212.00
RETAININGWALL - Budget Overall
1/1
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