Quotation For RC Work

Item Description Unit Quantity Rate Amount

Preliminery
1 Mobilisation And Demobilisation LS 1 10,000.00 10,000.00
2 Site Office And Storage LS By Main Con
3 Worker Safety PPE (Helmet, Vest & Shoe only) nos included
4 Project Manager mth 3 9,500.00
5 Site Supervisor mth 3 6,500.00 40,000.00
6 Outstation Allowance mth 3 5,000.00

2.50 6,860.00
7 Supply labour only to level and compact backfill area m2 2744

8 Supply labour only to lay Lean Concrete m2 2744 2.50 6,860.00

9 Supply labour to lay polysthren sheet m2 5368 0.80 4,294.40
(item 7, 8 and 9, on site will record the manpower use,
if manpower record more than unit rate, the certified
amount will be discuss later)

Supply labour and small tools to install Convetional

Formwork (scaffolding and accessaries including GI
Pipe by Main Contractor), Height will base on floor to
floor height.
10 Pilecap and ground Beam m2 4953 32.00 158,496.00
11 Column & Floor Height < 3.5m m2 831 32.00 26,592.00
12 Column& Floor Height 3.5m - 4.5m m2 33.50 -
13 Column & Floor Height 4.5m - 5.5m m2 35.00 -
14 Column & Floor Height 5.5m - 6.5m m2 7982 36.50 291,343.00
15 Column & Floor Height 6.5m - 7.5m m2 7982 38.00 303,316.00
16 Column & Floor Height 7.5m - 8.5m m2 39.50 -
17 Column & Floor Height 8.5m - 9.5m m2 41.00 -
18 Column & Floor Height 9.5m - 10.5m m2 42.50 -
19 Formwork in Cure m2 To Discuss
19 Drop for scupper drain 100mm (both side) m 137 8.00 1,096.00
20 Edge formwork not exceeding 250mm hight m 1482 8.00 11,856.00
21 Edge formwork 250m to 500mm hight m 61 16.00 976.00

Supply labour only to install the following item (All

material supply by Main Contractor)
22 Spray Curing Compound m2 18900 1.00 18,900.00
23 Water Stop m 100 8.00 800.00
24 Construction Joint m 200 8.00 1,600.00

25 Formwork for column (Steel Mould) m2 25.00 Rate To Discuss

26 Supply labour and small tools Only Fabricate And kg 609318 0.47 286,379.46
Install Reinforcement Steel Bar

27 Supply labour and snall tools Only To Lay BRC m2 15398 2.00 30,796.00

Supply Labour Only to cast concrete

28 - By Using Tower Crane To Cast Concrete m3 2945 20.00 58,900.00
29 - By Using Static Concrete Pump To Cast Concrete m3 2945 18.00 53,010.00
 Daywork Rate (day = eight (8) hours)
30 Carpentor day 80.00 -
31 Bar Bender day 75.00 -
32 Concretor day 70.00 -

Carried to Collection RM 1,312,074.86

 Material Subcon
Qty Rate Amount Rate Amount

10,000.00

40,000.00

2.50 6,860.00
2.50 6,860.00
0.50 2,684.00

556 12.00 6,672.00 18.50 91,630.50

94 12.00 1,128.00 18.50 15,373.50

896 12.00 10,752.00 18.50 147,667.00

896 12.00 10,752.00 18.50 147,667.00

2 12.00 24.00 0 -
42 12.00 504.00 4.63 6,861.66
4 12.00 48.00 9.25 564.25

1.00 18,900.00
5.00 500.00
5.00 1,000.00

6 2,100.00 12,600.00 0.33 201,074.94

1.20 18,477.60

12.00 35,340.00
12.00 35,340.00
92,480.00 736,800.45

829,280.45
482,794.41
Quotation For RC Work Contract
Item Description Unit Quantity Rate Amount

Preliminery
1 Mobilisation And Demobilisation LS 1 10,000.00 10,000.00
2 Site Office And Storage LS By Main Con
3 Worker Safety PPE (Helmet, Vest & Shoe only) nos included
4 Project Manager mth 3 9,500.00
5 Site Supervisor mth 3 6,500.00 40,000.00
6 Outstation Allowance mth 3 5,000.00

2.50 6,860.00
7 Supply labour only to level and compact backfill area m2 2744

8 Supply labour only to lay Lean Concrete m2 2744 2.50 6,860.00

9 Supply labour to lay polysthren sheet m2 5368 0.80 4,294.40
(item 7, 8 and 9, on site will record the manpower use,
if manpower record more than unit rate, the certified
amount will be discuss later)

Supply labour and small tools to install Convetional

Formwork (scaffolding and accessaries including GI
Pipe by Main Contractor), Height will base on floor to
floor height.
10 Pilecap and ground Beam m2 4953 32.00 158,496.00
11 Column & Floor Height < 3.5m m2 831 32.00 26,592.00
12 Column& Floor Height 3.5m - 4.5m m2 33.50 -
13 Column & Floor Height 4.5m - 5.5m m2 35.00 -
14 Column & Floor Height 5.5m - 6.5m m2 7982 36.50 291,343.00
15 Column & Floor Height 6.5m - 7.5m m2 7982 38.00 303,316.00
16 Column & Floor Height 7.5m - 8.5m m2 39.50 -
17 Column & Floor Height 8.5m - 9.5m m2 41.00 -
18 Column & Floor Height 9.5m - 10.5m m2 42.50 -
19 Formwork in Cure m2 To Discuss
19 Drop for scupper drain 100mm (both side) m 137 8.00 1,096.00
20 Edge formwork not exceeding 250mm hight m 1482 8.00 11,856.00
21 Edge formwork 250m to 500mm hight m 61 16.00 976.00

Supply labour only to install the following item (All

material supply by Main Contractor)
22 Spray Curing Compound m2 18900 1.00 18,900.00
23 Water Stop m 100 8.00 800.00
24 Construction Joint m 200 8.00 1,600.00

25 Formwork for column (Steel Mould) m2 25.00 Rate To Discuss

26 Supply labour and small tools Only Fabricate And kg 609318 0.47 286,379.46
Install Reinforcement Steel Bar

27 Supply labour and snall tools Only To Lay BRC m2 15398 2.00 30,796.00

Supply Labour Only to cast concrete

28 - By Using Tower Crane To Cast Concrete m3 2945 20.00 58,900.00
29 - By Using Static Concrete Pump To Cast Concrete m3 2945 18.00 53,010.00
 Daywork Rate (day = eight (8) hours)
30 Carpentor day 80.00 -
31 Bar Bender day 75.00 -
32 Concretor day 70.00 -

Carried to Collection RM 1,312,074.86

 Previous Current Total
Quantity Amount Quantity Amount Quantity Amount

- 80.00 2,560.00 80.00 2,560.00

 6 8 10 12 16 20 25 32 10-32
38,336 25,872 165,880 62,933 246,155 20,693 630,397 9,985 13,175 1,213,426

19,168 12,936 82,940 31,467 123,078 10,347 315,199 4,993 6,588 606,713
3.16% 2.13% 13.67% 5.19% 20.29% 1.71% 51.95% 0.82% 1.09%

A8 A9 A10 B8 B10
10470 28 9573 3827 4819 28717

36% 0% 33% 13% 17%

G15 G35 G50

508 11530 919 12957
 Material Subcon
Qty Rate Amount Rate Amount

10,000.00

40,000.00

2.50 6,860.00
2.50 6,860.00
0.50 2,684.00

556 12.00 6,672.00 18.50 91,630.50

94 12.00 1,128.00 18.50 15,373.50

896 12.00 10,752.00 18.50 147,667.00

896 12.00 10,752.00 18.50 147,667.00

2 12.00 24.00 0 -
42 12.00 504.00 4.63 6,861.66
4 12.00 48.00 9.25 564.25

1.00 18,900.00
5.00 500.00
5.00 1,000.00

6 2,100.00 12,600.00 0.33 201,074.94

1.20 18,477.60

12.00 35,340.00
12.00 35,340.00
92,480.00 736,800.45

829,280.45
482,794.41
Project Overall Status

Item Description Contract Budget 2019

Dec Jan
Cert Amount Cert

1 Sub Con Progress Claim 1

2 Main Certification 1

Preliminery
3 Mob & Demob 10,000.00 10,000.00
4 Staff 30,000.00 30,000.00
5 Outstation 10,000.00 10,000.00

Sub-Con
6 Backfill Earth 6,860.00 6,860.00
7 Lay Lean Con 6,860.00 6,860.00
8 Lay Polysthren 4,294.40 2,684.00
9 Formwork 793,675.00 409,763.91
10 Spray Curing Compound 18,900.00 18,900.00
11 Water Stop 800.00 500.00
12 Construction Joint 1,600.00 1,000.00
13 Reinfircement Bar 286,379.46 201,074.94
14 BRC 30,796.00 18,477.60
15 Cast Concrete 111,910.00 70,680.00

Material
16 Plywood And imber 19,920.00
17 Hollow Section 9,960.00

Machinery
18 Reinfircement Bar 12,600.00

19 Profit 482,794.41

1,312,074.86 1,312,074.86

-
 2020 Total
Jan Feb Mar
Amount Cert Amount Cert Amount
PO Vs DO Vs Invoice

Item Purchase Order

Supplier Ref No. Date

1 Gim Lian Khim(HardwaVTC19/12-04 12/4/2019

2 Foong Li Trading VTC19/11-44 12/14/2019

.

3 S & P Maju Hardware QT000264 12/13/2019

4 VASCO SCAFFOLD Victory/Quo/12 12/12/2019

5 Gim Lian Khim(Hardware) 12/23/2019

6 Gim Lian Khim(Hardware) 12/24/2019

7 CHUAN SOON HENG SDN.BHD 12/11/2019

8 Foong Li Trading VTC19/12-37 12/31/2019

9 Gim Lian Khim(Hardware)

 Purchase Order
Material Unit Qty Rate Amount

1"Jaguar Concrete Nail 1kg(20box/CTN) CTN 1 120 120.00

1.5"Jaguar Concrete Nail 1kg(20box/CTN) CTN 5 115 575.00
2"Jaguar Concrete Nail 1kg(20box/CTN) CTN 5 115 575.00
GI Wire G20(1.8kg/roll) ROLL 200 6.8 1,360.00
GI Wire G14(40kg/roll) ROLL 7 164 1,148.00
GI Wire G12(35kg/roll) ROLL 6 143.5 861.00
4,639.00

Plywood WBP 7 Ply pcs 600 48.00 28,800.00

Timber 1x2x8 ton 8 1,100.00 8,800.00
37,600.00

50MM*50MM*2.3MM*6M SHS(BS) pcs 1000 52.5 52,500.00

BEING TRANSPORT CHARGES trip 1 600 600.00

VS Beam 100*50*2.3thk*6m(Painted Used) 50PC pcs 800 52.5 42,000.00

Tie Rod 6m pcs 150 30 4,500.00

Tie Nut pcs 1500 3.4 5,100.00
2" Wire Nail (12kg/Box) box 30 35 1,050.00
2.5" Wire Nail (12kg/Box) box 15 35 525.00
GI WIRE G12(40KG/ROLL) roll 20 16 320.00

BOLT CLIPPER 42" PCS 1 218 218.00

SPANAR SIZE 1/2" PCS 1 26 26.00
SPANAR SIZE 3/4" PCS 1 59 59.00
GI WIRE G20(1.8KG/ROLL) ROLL 200 6.7 1,340.00

BOSCH GBH 2-24 ROTARY HAMMER DRILL UNIT 2 520 1,040.00

DONGCHENG 0810 DEMOLITION HAMMER UNIT 2 350 700.00
MAKITA GA4030 4" GRINDER MACHINE UNIT 2 195 390.00
18L PAINT (DARK GREEN) PAIL 3 115 345.00
2"* 380 PVC HANDLE PAIINT BRUSH PCS 4 5 20.00
12*450MM MOIL POINT CHISEL PCS 5 16.5 82.50
4"*1.2MM*16MM ESICUT CUTTING DISC PCS 40 1 40.00
4" BOSUN DIAMOND DISC PCS 20 16 320.00
SAFETY HELMET UNIT 30 11 330.00
Plywood WBP 7 Ply PCS 600 48.00 28,800.00
Timber 1x2x8 TONNES 2 1,100.00 2,200.00

16"X21" BLUE SPONGE PCS 24 4.5 108.00

SWG 20# GALVANISED IRON WIRE ROLL 170 6.7 1,139.00
14# GALVANISED IRON WIRE ROLL 2 164 328.00
2.5" Wire Nail (12kg/Box) BOX 10 35 350.00
2" Wire Nail (12kg/Box) BOX 33 35 1,155.00
1.5"Jaguar Concrete Nail 1kg(20box/CTN) CTN 4 115 460.00
2"Jaguar Concrete Nail 1kg(20box/CTN) CTN 4 115 460.00
1"Jaguar Concrete Nail 1kg(20box/CTN) CTN 1 120 120.00
DOUBLE EXTENTION LADDER 10 x 10FT UNIT 1 335 335.00
260860281 BOSCH 14 X 160MM SDS PLUS-1 DRPCS 1 11 11.00
260860285 BOSCH 16 X 210MM SDS PLUS-1 DRPCS 1 16 16.00
260860288 BOSCH 18 X 260MM SDS PLUS-1 DRPCS 1 21 21.00
260860294 BOSCH 25 X 260MM SDS PLUS-1 DRPCS 1 42 42.00

14# GALVANISED IRON WIRE ROLL 3 164 492.00

2.5" Wire Nail (12kg/Box) BOX 23 35 805.00
400CC PYLOX LAZER 13 JIALING RED TUBE 12 7.8 93.60
DOUBLE EXTENTION LADDER 10 x 10FT UNIT 1 335 335.00
1"Jaguar Concrete Nail 1kg(20box/CTN) CTN 3 120 360.00
 DO Invoice
Ref No. Date Qty Date Ref No. Qty Rate Amount

CB00032771 12/5/2019 1
5
5
200
7
6

VTC19/12-21 1/17/2019 600

8

D0-13308 1500

CB00032982
 VTC/19/12-37 1/2/2020 600 1/2/2020 12709 600
2 2

CB00033187 14305

CB00033187 14308
Plywood Timber

600
8
600
2
Tools Transfer To Site

Item Sent To Site

Ref No. Date Tools Code No.

Balakong site to Melaka

1 Beam H/w 400mm Height Above 12/4/2019
2 Hollow Section 2"x2"x3m

VTC Store Kajang

1 Hollow Section 2"x2"x1m 12/5/2019
2 Hollow Section 2"x2"x1.5m

Yek Soon Enterprise 12/4/2019

0081
1 Bar bender c/w Diesel 42mm
2 Bar cutter c/w Diesel 42mm
3 Ring bender c/w Diesel

Ngun Sang Trading(IKHMAS JAYA Sdn Bhd)

1 2"x4" Hollow Section 12/10/2019
 Sent Back To Store
Unit Qty Ref No. Date Qty Reason

2 bundles
300 pieces

60 pieces
98 pieces

1 set
1 set
1 set

476 pieces
Balance On Site
Qty
#REF!
### #REF!
#REF!
### #REF!

Item Description Fully Provided By Material/Machine

Main Con Sub Con Main Con Sub Con

1 Insurance
2 Perforcemance Bond
3 Stamp Duty Of Contract
4 CIDB Levy
5 Quality Standard - Standard / Qlastic / Conquest

6 Location of Site
7 Comencement Date
8 Construction Duration
9 Payment Term
10 Retention
11 LAD
12 DLP
13 First (1st) Release Of 2.5% Retention
14 CPC On Structural Only / Overall Project

15 Authority Issue
16 Working Day
17 Working Hours

18 Mobilisation & Demobilisation

19 Site Office And Storage Store
20 Worker Accormodation Within Site

21 Tower Crane - Location, Coverage Area

22 Operator And Signaman
23 Mobile Crane
24 Static Concrete Pump + Piping
25 Concrete Distributor
26 Placing Boom
27 Concrete Bucket
28 Mortar Bin
29 Cleaning Surrounding Concrete Pump
30 Mobile Concrete Pump
31 Sand Pump
32 Mortar Pump
33 Air Compressor
34 Passage Hoist
35 Rubbish Chute/Chamber
36 Rubbish Bin
37 Forklift
38 Diesel
39 General scaffolding and staging (Internal)
40 External Scaffolding
41 PE Endorsement For Scaffolding
42 Scaffold Inspector
43 Scaffolding Arrangement To Slab Construction
Single/Double/Triple
44 Backprob Inclusing Probing System To Transfer
Slab Was Excluded In Our Rate
45 Loading Platform
46 Safety Protection And Regulation
47 Safety PPE for Worker
48 Temporary Lighting For Night Work
49 Traffic Control - Flagman
50 Site Security
51 First Aid Kits
52 Mortar Bin/Box
53 Dewatering
54 Safety Harnest

55 Supply Water Until Each/Alternate Floor

56 Supply Electrical To Each/Alternate Floor

57 Setting Out Grid Line And Level

58 Off Set For Aligment
59 As Built Drawing

60 Concrete Spacer
61 Construction Joint (Material)

60 Inspection Form
61 Progress Report
62 Daily Site Records

63 Safety & Healty Office

64 Safety Site Supervisor

65 Project Manager
66 Site Supervisor
67 Safety Supervisor (Yellow Book)
68 Site Quantity Surveyor
69 Admin Cum Store Keeper

70 Backprob To Completed Slab Only allow One

(1) Floor Below Construction Floor Slab
71 All column having architectural finishes
72 No cut to size BRC, all using standard sheet

73 Progress Claim Cut Off At 25th every month

74 Progress Claim submit on 25th every month
75 Assuming site valuatiio on 28th every month,
payment due date shall on 27th of next month
76 All lapping and bar chair are claimable

76 Cleaning during construction and/or completion

77 Water Pump
78 Compactor for Backfilling
79 PE Sheet

Scaffolding And Accessaries

80 GI Pipe & Silver Clamp
81 Hollow Section
82 Plywoor And Timber
83 Steel Formwork

Reinforcement Bar
84 Steel Bar
85 BRC
86 Bar Bending Machine
87 Bar Cutting Machine

Concrete Supply
88 Static Concrete Pump + Piping
89 Concrete Bucket
90 Mortar Bin
91 Vibrator Pocker
92 Hyrib Mesh
93 Water Stop
94 Curing Compound

95 Worker Safety PPE

96 Safety Harnest
97 Temporary Sport Light for Night Work
 Installation Remark
Main Con Sub Con

To Be Confirm

Melaka
6th December
To Be Confirm
30 days from Subcon Claim
Max 5%
To Be Confirm
To Be Confirm
To Be Confirm
To Be Confirm

To Be Confirm
To Be Confirm

To Be Confirm

Backcharges for using

To Be Confirm
#REF!
### #REF!
#REF!
### #REF!

Item Description Scope of Work Remark

Main Con Sub Con

1 Insurance
2 Perforcemance Bond
3 Stamp Duty Of Contract
4 CIDB Levy
5 Quality Standard - Standard / Qlastic / Conquest To Be Confirm

6 Location of Site
7 Comencement Date To Be Confirm
8 Construction Duration To Be Confirm
9 Payment Term 30 days from Subcon Claim
10 Retention Max 5%
11 LAD To Be Confirm
12 DLP To Be Confirm
13 First (1st) Release Of 2.5% Retention To Be Confirm
14 CPC On Structural Only / Overall Project To Be Confirm

15 Authority Issue
16 Working Day
17 Working Hours

18 Mobilisation & Demobilisation

19 Site Office And Storage Store
20 Worker Accormodation Within Site

21 Tower Crane - Location, Coverage Area

22 Operator And Signaman
23 Mobile Crane
24 Static Concrete Pump + Piping
25 Concrete Distributor
26 Placing Boom To Be Confirm
27 Concrete Bucket
28 Mortar Bin
29 Cleaning Surrounding Concrete Pump
30 Elephone Pump
31 Sand Pump
32 Mortar Pump
33 Air Compressor
34 Passage Hoist
35 Rubbish Chute/Chamber
36 Rubbish Bin
37 Forklift
38 Diesel Backcharges for using

39 General scaffolding and staging (Internal)

40 External Scaffolding
41 PE Endorsement For Scaffolding
42 Scaffold Inspector
43 Scaffolding Arrangement To Slab Construction To Be Confirm
Single/Double/Triple
44 Backprob Inclusing Probing System To Transfer
Slab Was Excluded In Our Rate
45 Loading Platform
46 Safety Protection And Regulation
47 Safety PPE for Worker
48 Temporary Lighting For Night Work
49 Traffic Control - Flagman
50 Site Security
51 First Aid Kits
52 Mortar Bin/Box
53 Dewatering
54 Safety Harnest

55 Supply Water Until Each/Alternate Floor

56 Supply Electrical To Each/Alternate Floor

57 Setting Out Grid Line And Level

58 Off Set For Aligment
59 As Built Drawing

60 Concrete Spacer
61 Construction Joint (Material)

60 Inspection Form
61 Progress Report
62 Daily Site Records

63 Safety & Healty Office

64 Safety Site Supervisor

65 Project Manager
66 Site Supervisor
67 Safety Supervisor (Yellow Book)
68 Site Quantity Surveyor
69 Admin Cum Store Keeper

70 Backprob To Completed Slab Only allow One

(1) Floor Below Construction Floor Slab
71 All column having architectural finishes
72 No cut to size BRC, all using standard sheet

73 Progress Claim Cut Off At 25th every month

74 Progress Claim submit on 25th every month
75 Assuming site valuatiio on 28th every month,
payment due date shall on 27th of next month
76 All lapping and bar chair are claimable

76 Cleaning during construction and/or completion

con Claim

LAD Cap within 5% of contract sum

length limitation

Coordination Drawing by Main Con

If cut to site, EO rate

Cert within 7 days from submission

Defect Sika by Main Con