Profit & Loss Report - Earthwork
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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. 2.0 - EARTHWORKS
ITEM
DESCRIPTION
QTY
UNIT Labour
RATIONALIZED RATE RATE (RM) Material Machinery
AMOUNT (RM) Total
Labour
BUDGET RATE (RM) Material Machinery
AMOUNT (RM)
PROFIT (RM)
Total
ALL QUANTITIES ARE PROVISIONAL 2.1
2.2
EARTHWORKS The Tenderer is strongly advise to visit the site to study the drawings and familiarised himself to the conditioned of the proposed site. No claims will later be entertained on the grounds of lack of knowledge on the extent of the works and shall held responsible for all charges, permits, the requirement of the authorities,etc. CLEARING AND GRUBBING
2.2.1
Clear the site of the works of all unwanted structures and vegetation such as wooden shed, trees, shrubs, weeds and undergrowth including grubbing up of roots and disposal of all materials as Sub-Section 2.1.
2.2.2
Strip topsoil to an average depth of 150mm and dispose off as per Sub-Section 2.1 and as diercted by the S.O.
2.3 2.3.1
2.50
Ha
-
-
1,260.00
1,260.00
3,150.00
-
-
1,200.00
1,200.00
3,000.00
150.00
2,850.00
Sq.m
-
-
2.23
2.23
6,355.50
-
-
1.00
1.00
2,850.00
3,505.50
600.00
Cu.m
-
-
6.20
6.20
3,720.00
-
-
4.50
4.50
2,700.00
1,020.00
21,000.00
Cu.m
-
-
12.00
12.00
252,000.00
-
-
4.50
4.50
94,500.00
157,500.00
14.00
-
14.00
1,165,290.00
ROADWAY EXCAVATION Excavation in bulk suitable materials commencing from existing ground level to produce final road formation finished ground levels other than rock as specified and run to spoil as directed by S.O.
2.3.2
2.4
Excavation of unsuitable materials below embankment and dispose off at Contractor's dumping areas. BORROW FILL MATERIAL
2.4.1
Transport, backfill, placement and compaction of suitable approved fill materials obtained from Contractor's own sources at his own cost including transporting charges, spreading in layers, compaction and all other cost leading to the final road embankment, slopes shapes and gradients as per drawings and specifications.
83,235.00
Cu.m
2.4.2
Transport and supply embankment slopes protection with crush rock of size 150mm to 300mm stacked up 600mm to 300mm thick toe block.
1,800.00
Cu.m
60.00
60.75
-
120.75
217,350.00
2.4.3
Transport , backfill and compaction of imported sand fill as filling materials to from embankment.
5,100.00
Cu.m
3.00
30.00
-
33.00
2.4.4
Transport , backfill and compaction of 250mm thick 20mm coarse aggregate as filling materials at slopes to form embankment
840.00
Cu.m
3.00
32.00
-
2.4.5
Supply and laid non-woven needle punched geotextile separator of 300 g/sq.m on soft ground Polyfelt TS 700 or equivalent to form embankment as specified in the dwG
6,520.00
Sq.m
-
4.97
2.4.6
Supply and laid Geogrid Tensar 80RE or equivalent as reinforcing element on slopes to form embankment as specified in the drawing
10,260.00
Sq.m
-
21.00
TOTAL CARRIED FORWARD (RM)
-
-
9.50
790,732.50
374,557.50
-
40.00
-
40.00
72,000.00
145,350.00
168,300.00
-
26.00
-
26.00
132,600.00
35,700.00
35.00
29,400.00
-
47.00
-
47.00
39,480.00
-10,080.00
-
4.97
32,404.40
0.50
3.15
-
3.65
23,798.00
8,606.40
-
21.00
215,460.00
1.00
18.00
-
19.00
194,940.00
20,520.00
1,356,600.50
736,829.40
2,093,429.90
EARTHWORKS - Budget Overall
9.50
1/2
BUDGET OVERALL
ACCENTAGE SDN BHD CADANGAN MENAIKTARAF JALAN KESANG TASEK, MUAR, JOHOR NO KONTRAK - JKR/NEG/J/10/2002 BILL NO. 2.0 - EARTHWORKS
ITEM
DESCRIPTION
QTY
UNIT Labour
RATIONALIZED RATE RATE (RM) Material Machinery
AMOUNT (RM) Total
TOTAL BROUGHT FORWARD (RM) 2.5 2.5.1
Labour
BUDGET RATE (RM) Material Machinery
AMOUNT (RM)
PROFIT (RM)
Total
2,093,429.90
1,356,600.50
736,829.40
TURFING Supply turfs from approved source including top soil and close turf to slopes and embankments and any other places as shown in the drawings and as directed by the S.O., all in accordance with Sub-Section 2.3.2
2.6 2.6.1
4,800.00
Sq.m
-
3,960.00
Cu.m
6.20
1,417.00
Cu.m
3.15
2.53
-
2.53
12,144.00
-
-
6.20
24,552.00
4.50
-
6.20
8,785.40
4.50
2.50
-
2.50
12,000.00
144.00
-
-
4.50
17,820.00
6,732.00
-
-
4.50
6,376.50
2,408.90
1,392,797.00
746,114.30
DEPENDING AND WIDENING WORKS Excavate all the materials other than solid rock to the level and slope as specified or / and as directed by S.O including all equipment, labour, tranportation, dispose off to Contractor's dumping site, etc, and necessary protection of the river banks and river flow.
2.6.2
-
Allow for the diversion of JPS irrigation channel inclusive of all machineries, labour, transport, materials, etc
TOTAL CARRIED OF BILL NO. 2 TO FINAL SUMMARY
3.05
2,138,911.30
EARTHWORKS - Budget Overall
2/2
ACCENTAGE SDN BHD CADANGAN MENAIKTARAF JALAN KESANG TASEK, MUAR, JOHOR NO KONTRAK - JKR/NEG/J/10/2002 BILL NO. 2.0 - EARTHWORKS
ITEM
DESCRIPTION
QTY
UNIT Labour
RATIONALIZED RATE RATE (RM) Material Machinery
AMOUNT (RM) Total
Labour
BUDGET RATE (RM) Material Machinery
AMOUNT (RM)
PROFIT (RM)
Total
ALL QUANTITIES ARE PROVISIONAL 2.1
2.2
EARTHWORKS The Tenderer is strongly advise to visit the site to study the drawings and familiarised himself to the conditioned of the proposed site. No claims will later be entertained on the grounds of lack of knowledge on the extent of the works and shall held responsible for all charges, permits, the requirement of the authorities,etc. CLEARING AND GRUBBING
2.2.1
Clear the site of the works of all unwanted structures and vegetation such as wooden shed, trees, shrubs, weeds and undergrowth including grubbing up of roots and disposal of all materials as Sub-Section 2.1.
2.2.2
Strip topsoil to an average depth of 150mm and dispose off as per Sub-Section 2.1 and as diercted by the S.O.
2.3 2.3.1
2.50
Ha
-
-
1,260.00
1,260.00
3,150.00
-
-
1,200.00
1,200.00
3,000.00
150.00
2,850.00
Sq.m
-
-
2.23
2.23
6,355.50
-
-
1.00
1.00
2,850.00
3,505.50
600.00
Cu.m
-
-
6.20
6.20
3,720.00
-
-
4.50
4.50
2,700.00
1,020.00
21,000.00
Cu.m
-
-
12.00
12.00
252,000.00
-
-
4.50
4.50
94,500.00
157,500.00
14.00
-
14.00
1,165,290.00
ROADWAY EXCAVATION Excavation in bulk suitable materials commencing from existing ground level to produce final road formation finished ground levels other than rock as specified and run to spoil as directed by S.O.
2.3.2
2.4
Excavation of unsuitable materials below embankment and dispose off at Contractor's dumping areas. BORROW FILL MATERIAL
2.4.1
Transport, backfill, placement and compaction of suitable approved fill materials obtained from Contractor's own sources at his own cost including transporting charges, spreading in layers, compaction and all other cost leading to the final road embankment, slopes shapes and gradients as per drawings and specifications.
83,235.00
Cu.m
2.4.2
Transport and supply embankment slopes protection with crush rock of size 150mm to 300mm stacked up 600mm to 300mm thick toe block.
1,800.00
Cu.m
60.00
60.75
-
120.75
217,350.00
2.4.3
Transport , backfill and compaction of imported sand fill as filling materials to from embankment.
5,100.00
Cu.m
3.00
30.00
-
33.00
2.4.4
Transport , backfill and compaction of 250mm thick 20mm coarse aggregate as filling materials at slopes to form embankment
840.00
Cu.m
3.00
32.00
-
2.4.5
Supply and laid non-woven needle punched geotextile separator of 300 g/sq.m on soft ground Polyfelt TS 700 or equivalent to form embankment as specified in the dwG
6,520.00
Sq.m
-
4.97
2.4.6
Supply and laid Geogrid Tensar 80RE or equivalent as reinforcing element on slopes to form embankment as specified in the drawing
10,260.00
Sq.m
-
21.00
TOTAL CARRIED FORWARD (RM)
-
-
9.50
790,732.50
374,557.50
-
40.00
-
40.00
72,000.00
145,350.00
168,300.00
-
26.00
-
26.00
132,600.00
35,700.00
35.00
29,400.00
-
47.00
-
47.00
39,480.00
-10,080.00
-
4.97
32,404.40
0.50
3.15
-
3.65
23,798.00
8,606.40
-
21.00
215,460.00
1.00
18.00
-
19.00
194,940.00
20,520.00
1,356,600.50
736,829.40
2,093,429.90
EARTHWORKS - Budget Overall
9.50
1/2
BUDGET OVERALL
ACCENTAGE SDN BHD CADANGAN MENAIKTARAF JALAN KESANG TASEK, MUAR, JOHOR NO KONTRAK - JKR/NEG/J/10/2002 BILL NO. 2.0 - EARTHWORKS
ITEM
DESCRIPTION
QTY
UNIT Labour
RATIONALIZED RATE RATE (RM) Material Machinery
AMOUNT (RM) Total
TOTAL BROUGHT FORWARD (RM) 2.5 2.5.1
Labour
BUDGET RATE (RM) Material Machinery
AMOUNT (RM)
PROFIT (RM)
Total
2,093,429.90
1,356,600.50
736,829.40
TURFING Supply turfs from approved source including top soil and close turf to slopes and embankments and any other places as shown in the drawings and as directed by the S.O., all in accordance with Sub-Section 2.3.2
2.6 2.6.1
4,800.00
Sq.m
-
3,960.00
Cu.m
6.20
1,417.00
Cu.m
3.15
2.53
-
2.53
12,144.00
-
-
6.20
24,552.00
4.50
-
6.20
8,785.40
4.50
2.50
-
2.50
12,000.00
144.00
-
-
4.50
17,820.00
6,732.00
-
-
4.50
6,376.50
2,408.90
1,392,797.00
746,114.30
DEPENDING AND WIDENING WORKS Excavate all the materials other than solid rock to the level and slope as specified or / and as directed by S.O including all equipment, labour, tranportation, dispose off to Contractor's dumping site, etc, and necessary protection of the river banks and river flow.
2.6.2
-
Allow for the diversion of JPS irrigation channel inclusive of all machineries, labour, transport, materials, etc
TOTAL CARRIED OF BILL NO. 2 TO FINAL SUMMARY
3.05
2,138,911.30
EARTHWORKS - Budget Overall
2/2
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