KERAJAAN MALAYSIA JABATAN KERJA RAYA BAYARAN INTERIM NO.14 PERUNTUKAN PEMBANGUNAN:
MAKSUD :
BUTIRAN :
TAJUK KERJA :
:
CADANGAN MEREKA, MEMBINA DAN MENYIAPKAN KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM
NAMA DAN ALAMAT KONTRAKTOR KONTRAKT OR
:
AP&F CONSTRUCTION No 258, Jalan Macalistar, 41200 Klang, Selangor Darul Ehsan.
NO. KONTRAK
:
2722/2010-2011-1/01
HARGA ASAL KONTRAK :
:
RM
JUMLAH BERSIH T AMBAHAN/POTONGAN HARGA BARU KONTRAK
RM :
125,548,966.00 -
RM
125,548,966.00
A.
BU BUTIR TIR-BU -BUTIR TIR BA BAYA YARA RAN N DAN DAN POTON POTONGA GAN N
1.
TARIKH PENILAIAN
:
2.
TEMPOH KO KONTRAK
:1st August 2010 - 1st Februari 2012
3.
NILAI KERJA DILAKSANAKAN DAN AMAUN-AMAUN LAIN YANG KENA BAYAR *
RM
126,621,800.67
4.
NILAI BERSIH KERJA SEMASA
RM
126,621,800.67
5.
POTONGAN
RM
120,344,352.36
RM
6,277,448.31
a. Bayaran Bayaran Balik Balik Wang Pendah Pendahulua uluan n i) Amaun Terkumpul ii) Amaun Terdahulu (bayaran 1 - 10 ) iii) Amaun Semasa
RM RM 120,344,352.36 RM 120,344,352.36
RM
120,344,352.36
b. Akaun Deposit W ang Jaminan Perlaksanaan (Amaun Terdahulu)
RM
-
c. Gantirugi Tertentu Dan Ditetapkan @ RM 20,700.00/hari 20,700.00/hari
RM
-
d. Potongan lain jika ada Jumlah Potongan
RM RM
120,344,352.36
BAYARAN YANG DISYORKAN
………………………………...…….……………
(Pegawai Pengesyor)
KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR. Interim Payment No. 14 Date of Valuation : ITEM
DESCRIPTION
% work done AMOUNT (RM)
prev. %
current %
To date %
Amount
SUMMARY 1.0
PRELIMINARIES
7,105,760.00
100%
0%
100%
7,105,760.00
2.0
PILING WORKS
5,768,517.00
100%
0%
100%
5,768,517.00
3.0
BUILDING WORKS 3.1 Blok Pentadbiran
4,446,900.00
100%
0%
100%
4,446,900.00
3.2 Blok Akademik
5,929,200.00
100%
0%
100%
5,929,200.00
3.3 De Dewan Serbaguna & Astaka
1,536,848.00
100%
0%
100%
1,536,848.00
3.4 Perpustakaan
2,001,105.00
100%
0%
100%
2,001,105.00
3.5 Kantin
533,628.00
100%
0%
100%
533,628.00
3.6 Surau
79,056.00
100%
0%
100%
79,056.00
35,819,133.80
100%
0%
100%
35,819,133.80
91,112.00
100%
0%
100%
91,112.00
3.7 Stadium 3.8 Kolam Renang 4.0
M&E SERVICES
17,063,960.90
100%
0%
100%
17,063,960.90
5.0
EXTERNAL WORKS
45,173,744.70
100%
0%
100%
45,173,744.70
100%
125,548,965.40
TOTAL BUILDERS WORKS
125,548,965.40
PROJECT : CADANGAN MEMBINA DAN MENYIAPKAN SEBUAH KOMPLEKS BELIA DAN SUKAN DAERAH
JOHOR BAHRU, JOHOR DARUL TAKZIM.
SUMMARY VARIATION ORDERS
13
Progress Claim :
V.O. Description
1. Variation Order 1 ADDITIONAL W ORK FOR AIR-COND.
AP&F V. O. Amount (RM)
previous current work done work done
to date
281,485.00
100%
0%
100%
9,23 9,239. 9.80 80
90%
10%
100%
3. Variation Order 3 SECTION J - TNB SUB-STATION (DOUBLE CHAMBER) (ALL PROVISIONAL)
74,436.49
90%
10%
100%
4. Variation Order 4 FOUNTAIN DESIGN
10,000.00
0%
100%
100%
118,360.00
0%
100%
100%
2. Variation Order 2 ADD ADDITI ITIONAL NAL WORK WORK FOR ROA ROAD DA AND ND CAR PAR PARK
5 Variation Order 5 GATE
Certified Amount (RM) 281,485.00
9,239.80
74,436.49
10,000.00
118,360.00
PROJECT : CADANGAN MEMBINA DAN MENYIAPKAN SEBUAH KOMPLEKS BELIA DAN SUKAN DAERAH
JOHOR BAHRU, JOHOR DARUL TAKZIM.
MATERIAL ON SITE Item
Rate (RM)
Total Amount (RM)
Description
Unit
Quantity
1.
Cement
bag
200.00
15.00
3,000.00
2.
Steel Wire Mesh A9 - 100 pcs
m2
1,320
17.00
22,440.00
3.
Steel Wire Mesh A7 - 500 pcs
m2
6,600
10.05
66,330.00
4.
Steel Wire Mesh A6.5 - 200 pcs
m2
2,640
9.50
25,080.00
5.
Steel Wire Mesh B7 - 150 pcs
m2
1,980
15.05
29,799.00
6.
Reinforcement Bar - R6 ( 7 tonne)
kg
7,000
2.00
14,000.00
7.
- 8mm dia.
kg
1,000
3.00
3,000.00
8.
- 10mm dia
kg
1,000
2.70
2,700.00
1.
Cement
bag
250.00
15.00
3,750.00
2.
Steel Wire Mesh A9 - 150 pcs
m2
1,980
17.00
33,660.00
3.
Steel Wire Mesh A7 - 550 pcs
m2
7,260
10.05
72,963.00
4.
Steel Wire Mesh A6.5 - 300 pcs
m2
3,960
9.50
37,620.00
5.
Steel Wire Mesh B7 - 170 pcs
m2
2,244
15.05
33,772.20
6.
Reinforcement Bar - R6 ( 5 tonne)
kg
5,000
2.00
10,000.00
7.
- 8mm dia.
kg
1,500
3.00
4,500.00
8.
- 10mm dia
kg
1,500
2.70
4,050.00
1.
Cement
bag
300.00
15.00
4,500.00
2.
Steel Wire Mesh A9 - 150 pcs
m2
1,650
17.00
28,050.00
3.
Steel Wire Mesh A7 - 550 pcs
m2
7,920
10.05
79,596.00
4
Steel Wire Mesh A6 5
m2
4 620
9.50
43,890.00
300 pcs
CADANGAN MEMBINA DAN MENYIAPKAN SEBUAH KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM.
BILL PART A :PRELIMINARIES Item Description
Total Amount (RM)
INTERIM PAYMENT No.10 COST (RM) Total Workdone (RM)
Total Workdone (RM)
Recurring
% workdone
% workdone
% workdone
150,000.00
100%
0%
100%
6,500.00
6,500.00
100%
0%
100%
6,500.00
47,500.00
47,500.00
100%
0%
100%
47,500.00
Initial
% workdone
Law, Regulation And Requirements
100,000.00
Responsibilities of Contractor for NSC and/or Nominated Supplier
150,000.00
Insurance againts Personal Injuries and Damages to Property
4
Insurance of works
5
Performance Bond
6
Site Management Cost
7
Setting Out
8
Planning and Scheduling
6,500.00
9
Progress Report
6,000.00
6,000.00
100%
0%
100%
6,000.00
10
Progress Photograph
7,000.00
7,000.00
100%
0%
100%
7,000.00
11
Project Diary
4,000.00
4,000.00
100%
0%
100%
4,000.00
12
Safeguarding the Works
30,000.00
30,000.00
100%
0%
100%
30,000.00
13
Contractor's Plant
91,000.00
14
Shop Drawing
21,500.00
15
Site Office
16
1 2 3
100,000.00
100%
100,000.00
903,000.00
903,000.00
100%
903,000.00
903,000.00
903,000.00
100%
903,000.00
Completion
% workdone
% workdone
% workdone
Total Workdone (RM)
150,000.00
-
6,500.00
100%
6,500.00
91,000.00
100%
91,000.00 21,500.00
100%
0%
100%
21,500.00
30,500.00
10,000.00
100%
10,000.00
19,500.00
100%
0%
100%
19,500.00
1,000.00
100% 100% 200%
2,000.00
Telephone
14,000.00
3,000.00
100%
3,000.00
8,000.00
100%
0%
100%
8,000.00
3,000.00
100% 100% 200%
6,000.00
17
Facsimile Transceiver
10,500.00
1,000.00
100%
1,000.00
8,500.00
100%
0%
100%
8,500.00
1,000.00
100% 100% 200%
2,000.00
18
Safety Boots
6,500.00
6,500.00
100%
6,500.00
19
Safety Helmets
6,500.00
6,500.00
100%
6,500.00
20
Raincoats
3,500.00
3,500.00
100%
3,500.00
21
Mobile Phone
3,577.00
577.00
100%
577.00
3,000.00
100%
0%
100%
3,000.00
22
Site Vehicles - PROTON WAJA 1.6 (A)
31,577.00
31,577.00
100%
31,577.00
23
Site Vehicles - HONDA EX5 110cc
5,000.00
3,000.00
100%
3,000.00
24
Provision of Notebook For The S.O
5,500.00
5,500.00
100%
5,500.00
25
Digital Still Camera and Digital Video Camera
2,423.00
2,423.00
100%
2,423.00
26
Desktop/Personal Computer
5,500.00
5,500.00
100%
5,500.00
27
Photo Copier Machine
11,500.00
5,000.00
100%
28
Temporary Building
21,577.00
10,000.00
100%
29
Temporary Lighting and Power
290,000.00
10,000.00
100%
30
Temporary Water Supply
290,000.00
10,000.00
31
Plant and Machinery
801,500.00
32
Project Signboard
33
Wash Trough
100% 2,000.00
100%
0%
100%
5,000.00
6,500.00
100%
0%
100%
6,500.00
10,000.00
10,577.00
100%
0%
100%
10,577.00
1,000.00
100%
0%
100%
1,000.00
10,000.00
273,000.00
100%
0%
100%
273,000.00
7,000.00
100%
0%
100%
7,000.00
100%
10,000.00
273,000.00
100%
0%
100%
273,000.00
7,000.00
100%
0%
100%
7,000.00
100,000.00
100%
100,000.00
601,500.00
100%
0%
100%
601,500.00
100,000.00
100%
0%
100%
100,000.00
2,077.00
2,077.00
100%
2,077.00
32,000.00
32,000.00
100%
32,000.00
2,000.00
CADANGAN MEMBINA DAN MENYIAPKAN SEBUAH KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM.
BILL PART A :PRELIMINARIES Item Description
Total Amount (RM)
INTERIM PAYMENT No.10 COST (RM) Initial
% workdone
Recurring
% workdone
% workdone
% workdone
Total Workdone (RM)
34
Desilting
32,000.00
35
Existing Services, Facilities And Public In The Vicinity
51,500.00
51,500.00
100%
0%
100%
51,500.00
36
Maintenance of Existing Drains
52,000.00
52,000.00
100%
0%
100%
52,000.00
37
Damage to Existing Roads, Paths, Etc.
23,000.00
38
Acccess and Temporary Roads
39
Temporary Hoarding and Gantries
40
Temporary Scaffolding and staging
880,000.00
41
Mosquito prevention
42
First Aid Kit
2,577.00
1,000.00
100%
43
Safety of Site
12,000.00
6,000.00
44
Keeping Site Dry
12,000.00
6,000.00
45
Security
23,280.00
46
Clearing Away Equipment, Etc.
10,300.00
47
Cleaning up Site
11,500.00
48
As Built Drawings
49
Procedure for Inspection Prior to Handover of the Works
50
Final Cleaning
51
Mock-Up Unit
52
Local And Other Authorities Notices And Fees
32,000.00
100%
Total Workdone (RM)
% workdone
% workdone
Total Workdone (RM)
23,000.00
100%
61,577.00
10,000.00
100%
10,000.00
41,577.00
100%
0%
100%
41,577.00
10,000.00
100%
0%
100%
10,000.00
880,000.00
100,000.00
100%
100,000.00
680,000.00
100%
0%
100%
680,000.00
100,000.00
100%
0%
100%
100,000.00
100,000.00
100%
100,000.00
680,000.00
100%
0%
100%
680,000.00
100,000.00
100%
0%
100%
100,000.00
31,500.00
100%
0%
100%
31,500.00
1,000.00
1,577.00
100%
0%
100%
1,577.00
100%
6,000.00
6,000.00
100%
0%
100%
6,000.00
100%
6,000.00
6,000.00
100%
0%
100%
6,000.00
23,280.00
100%
0%
100%
23,280.00
5,300.00
100%
0%
100%
5,300.00
2,000.00
100%
0%
100%
2,000.00
6,500.00
100%
0%
100%
6,500.00
5,000.00
100%
0%
100%
5,000.00
6,500.00
6,500.00
100%
0%
100%
6,500.00
13,000.00
13,000.00
100%
0%
100%
13,000.00
23,000.00
3,000.00
100%
3,000.00
33,000.00 1,107,295.00
221,459.00
100%
221,459.00
13,000.00
6,500.00
100%
6,500.00
7,105,760.00
2,760,613.00
100%
2,760,613.00
664,377.00
3,727,688.00
100%
0%
100%
100%
Initial Cost
:
RM
2,760,613.00
Recurring Cost
:
RM
3,727,688.00
Final Cost
:
RM
622,459.00
:
RM
7,110,760.00
TOTAL PRELIMINARIES TO SUMMARY
% workdone
32,000.00
31,500.00
TOTAL TO FINAL SUMMARY :
Completion
breakdown/prelim/pda/1/1/12
664,377.00
3,727,688.00
33,000.00
100%
0%
100%
33,000.00
221,459.00
100%
0%
100%
221,459.00
6,500.00
100%
0%
100%
6,500.00
617,459.00
101%
622,459.00
WORKDONE (QTY)
ITEM
DESCRIPTION
UNIT
GENERALLY A
The Contractor shall visit the site to determine the exact condition and nature of works to be undertaken.
B
The Bills Of Quantities shall be read incojointly with the Drawings, Specification, Preambles and the Conditions of Contract Set in Tender Documents
C
The prices for works shall include all necessary works as described in Specification, Drawings, Preambles and the Conditions of Contract. No lack of information shall be entertained.
D
Prices for piles shall include for casting them either on or of site and all necessary formwork including forming necessary recess etc. reinforcement, lifting tongles, pile shoes or extension base plate and extension cap plates all as described.
E
Prices for handling, transporting, pitching and driving of piles shall be deemed to include the provision of all necessary piling equipment and other plant on site and dismantling and removing the same on completion of the piling work.
F
Piling shall commence from platform level. Prices for driving shall include for moving of pile frames about the site, raising or lowering them and re-driving of heaved piles.
G
Pri
for testin of pil
shall be deemed to includ the
vision of
QTY
RATE
AMOUNT
(RM)
(RM)
prev.
Curr.
To Date
AMOUNT DUE
WORKDONE (QTY) ITEM
DESCRIPTION
DEVIATION FROM MEASUREMENT A
THE
STANDARD
UNIT
METHOD
OF
The method of measurement for the Piling Works is generally not in accordance with Clause 39 to 45 in Page 20 to 22 of the SMM.
PREAMBLES B
The rate for pay length of the pile shall be deemed to include the initial and extension piles notwithstanding whether the pile is driv en in singly or cluster, labour and materials for jointing between the initial and extension piles, shoeing, pointing and wastage. The rate shall also deemed to include for piling on flat or sloping ground including all necessary modifications to piling frame to accommodate stiff or any gradient of slope.
C
The type of pile driving equipment to be used for this buildings is of the Drop Hammer System all to specialist's design and to the approval of the Engineer / S.O. and Local Authorities.
D
For supply, deliver, handle, unload, transport and pitch shall be measured for the full approved pitch length.
E
For driving it shall be measured from the toe of the piles when driven to the cut of level.
F
The rate of every items of piling works shall include working in whatever platform levels irrespective of either at ground or formation or reduce level
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
WORKDONE (QTY) ITEM
DESCRIPTION
BRIEF SPECIFICATION A
All piles shall comply the following requirements
B
Unless otherwise stated the design, materia ls and workmanship for the precast concrete piles shall comply with the relevant Clauses of BS 8004: 1986 and BS 8110: 1985
C
Maintain load test has to be carried out in Two (2) cycles. The test load for each cycles has to be maintained for 24 hours. The test load shall be as follows: a. First cycle
= Incremental loading to working load of pile
b. Second cycle = Incremental loading to twice working load of pile
D
The Contractor shall provide approved dolly to drive to the required cut off levels when instructed by the Engineer/S.O
E All Spun Pile to be 350mm diameter with working capacity of 65tons and driven to set. All reinforced concrete pile which driven to set shall have working capacity of 30tons and all friction piles shall have working capacity 15tons and driven to 24m depth.
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT
AMOUNT(RM)
prev.
Current
To Date
DUE
900,000.00
100%
0%
100%
900,000.00
300,000.00
100%
0%
100%
300,000.00
50,000.00
90%
10%
100%
50,000.00
30,000.00
90%
10%
100%
30,000.00
35,000.00
80%
20%
100%
35,000.00
MOBILIZATION AND SITE ORGANISATION A
B
Allow for the provision of all necessary piling equipments, plants, tools and ancillary equipment and for their transportation to site, handling, assembling, erecting, dismantling and removal on completion.
Allow for moving and handling Drop Hammer operated piling equipments about the site as often and whenever necessary for the execution for the whole piling operations including any excavation and filling required for moving.
Lump Sum
Lump Sum
C It is the obligation of the Contractor before commencement and after the completion of the Piling Works but before casting the pile caps, to engage a Licensed Surveyor to set out the correct alignment and eccentricity of each pile strictly in accordance with Structural Engineer's Layout Drawings or any other layout drawings deemed necessary and subsequently issued by the Engineer during the progress of Piling Works. D
Lump Sum
Allow for submission of four (4) sets of setting out and as-built drawings from Licensed Surveyor inclusive of one (1) softcopy in Auto-Cad programme.
Lump
Allow for the submission of records of all piles in quadruplicate copies duly signed by the Contractor and Engineer's representative and delivered to the Engineer as the work proceeds.
Lump
Sum
E
Sum
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
COLLECTION PAGE
From Page No. 1/1/5.......................................
-
-
From Page No. 1/2/5 .......................................
-
-
From Page No. 1/3/5 .......................................
-
-
From Page No. 1/4/5 .......................................
1,315,000.00
1,315,000.00
BILL NO. 2 - BLOK PENTADBIRAN WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING Supply, deliver and unlo ad on site precast reinforced concrete spun pile (Grade 60) as specified : A
350mm Diameter initial pile in 12.00m length.
No
300
900.00
270,000.00
80%
20%
100%
270,000.00
B
350mm Diameter initial preliminary test pile in 12.00m length.
No
2
900.00
1,800.00
80%
20%
100%
1,800.00
C
350mm Diameter extension pile in 12.00m length
No
521
860.00
448,060.00
80%
20%
100%
448,060.00
No
4
860.00
3,440.00
80%
20%
100%
3,440.00
No
300
700.00
210,000.00
80%
20%
100%
210,000.00
No
2
700.00
1,400.00
80%
20%
100%
1,400.00
D 350mm Diameter extension preliminary test pile in 12.00m length. E
350mm Diameter extension pile in 9.00m length.
F 350mm Diameter extension preliminary test pile in 9.00m length.
No
-
No.
300
500.00
-
-
350mm Diameter extension preliminary test pile in 6.00m length. Handle, transport and pitch for precast conrete spun piles as described :G 350mm Diameter initial pile, driving singly / cluster in 12.00m length
12.00
3,600.00
80%
20%
100%
3,600.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) Handle, transport and pitch for precast conrete spun piles as described :- (Cont'd) A
350mm Diameter extension pile, driving singly / cluster in 9.00m length
No.
300
8.70
2,610.00
80%
20%
100%
2,610.00
B
350mm Diameter extension preliminary test pile, driving singly / cluster in 9.00m length
No.
2
8.70
17.40
80%
20%
100%
17.40
-
0%
0%
0%
-
No
-
7.00
M
3,600
8.80
31,680.00
80%
20%
100%
31,680.00
350mm Diameter extension preliminary test pile in 6.00m length. Drive only for precast conrete spun piles as described :C 350mm Diameter initial pile, driving singly / cluster in 12.00m length D
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
M
24
8.80
211.20
80%
20%
100%
211.20
E
350mm Diameter extension pile, driving singly / cluster in 12.00m length
M
6,252
8.80
55,017.60
80%
20%
100%
55,017.60
F
350mm Diameter extension preliminary test pile, driving singly / cluster in 12.00m length
M
48
8.80
422.40
80%
20%
100%
422.40
G
350mm Diameter extension pile, driving singly / cluster in 9.00m length
M
2,700
8.80
23,760.00
80%
20%
100%
23,760.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) A
Cutt off head of pile and remove surplus length off sit e 350mm precast reinforced concrete spun pile and strip off 1000mm length of head for and including binding expose reinforcement rods to reinforcement in pile cap.
No.
300
30.00
9,000.00
80%
20%
100%
9,000.00
Reinforced conrete Grade 35 cap to cover head of 350mm diameter precast concrete spun pile all to the approval of Engineer/S.O. and to include associated excavation works, formwork, mild steel plate and necessary reinforcements and welding works
No.
300
50.00
15,000.00
80%
20%
100%
15,000.00
No.
1
7,300.00
7,300.00
80%
20%
100%
7,300.00
1
800.00
800.00
80%
20%
100%
800 00
B
Testing of Piles
Provid e the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watchin g and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 130 Tonnes for both Preliminary Test Pile and Working Piles)
C
Test to 350mm diameter spun pile PDA Test
D
Provide all necessary equipments, supervision and labour for carrying out ''P ile Dynamic Analysis (PDA) Test' all to theEngineer's / S.O.'s approval.
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE SQUARE PILING Supply, deliver and unlo ad on site precast reinforced concrete pile (Grade 45) as specified : A
300mm x 300mm initial pile in 12.00m length.
No
215
680.00
146,200.00
80%
20%
100%
146,200.00
B
300mm x 300mm initial preliminary test pile in 12.00m length.
No
1
680.00
680.00
80%
20%
100%
680.00
C
300mm x 300mm extension pile in 12.00m length
No
215
680.00
146,200.00
80%
20%
100%
146,200.00
No
1
680.00
680.00
80%
20%
100%
680.00
D 300mm x 300mm extension preliminary test pile in 12.00m length.
Handle, transport and pitch for precast conrete piles as described: E
300mm x 300mm initial pile, driving singly / cluster pile in 12.00m length
No.
215
12.00
2,580.00
80%
20%
100%
2,580.00
F
300mm x 300mm initial preliminary test pile, driving singly / cluster pile in 12.00m length
No.
1
12.00
12.00
80%
20%
100%
12.00
G
300mm x 300mm extension pile, driving singly / cluster pile in 12.00m length
No.
215
12.00
2,580.00
80%
20%
100%
2,580.00
H
300mm x 300mm extension preliminary test pile, driving singly / cluster pile in 12.00m length
No.
1
12.00
12.00
80%
20%
100%
12.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE SQUARE PILING (CONT'D) Drive only friction piles to a depth of 24m as described: A
300mm x 300mm initial pile, driving singly / cluster pile in 12.00m length
M
3,100
8.80
27,280.00
80%
20%
100%
27,280.00
B
300mm x 300mm initial preliminary test pile, driving singly / cluster pile in 12.00m length
M
24
8.80
211.20
80%
20%
100%
211.20
C
300mm x 300mm extension, driving singly / cluster pile in 12.00m length
M
3,100
8.80
27,280.00
80%
20%
100%
27,280.00
D
300mm x 300mm extension preliminary test pile, driving singly / cluster pile in 12.00m length
M
24
8.80
211.20
80%
20%
100%
211.20
1200mm x 20mm (Overall) fillet weld connection between chamfered edges of head cap and base 1200mm girth including 30mm diameter mild steel centring bar 160mm long, inserting in and including forming 80mm deep mortices in head and base of piles.
No
215
21.40
4,601.00
80%
20%
100%
4,601.00
Ditto, preliminary test pile
No
1
21.40
21.40
80%
20%
100%
21.40
------------------------------------------E
F G
Cutt off head of pile and remove surplus length off site 300mm x 300mm precast reinforced concrete pile and strip off 1000mm length of head for and including binding exposed reinforcement rods
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
3,200.00
80%
20%
100%
AMOUNT DUE
PRECAST REINFORCED CONCRETE SQUARE PILING (CONT'D) Testing of Piles
Provide the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watching and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 30 Tonnes for both Preliminary Test Pile and Working Piles)
A
Test to 300mm x 300mm RC pile
No.
Rate Only
PDA Test B
Provide all necessary equipments, supervision and labour for carrying out ''Pile Dynamic Analysis (PDA) Test' all to the Engineer's / S.O.'s approval.
No.
4
800.00
3,200.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
COLLECTION PAGE
From Page No. 2/1/7 .......................................
944,624.00
944,624.00
From Page No. 2/2/7 .......................................
133,265.40
133,265.40
From Page No. 2/3/7 .......................................
32,100.00
32,100.00
From Page No. 2/4/7 .......................................
298,944.00
298,944.00
From Page No. 2/5/7 .......................................
63,886.40
63,886.40
From Page No. 2/6/7 .......................................
3,200.00
3,200.00
BILL NO. 3 - BLOK AKADEMIK WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING Supply, deliver and unlo ad on site precast reinforced concrete spun pile (Grade 60) as specified : A
350mm Diameter initial pile in 12.00m length.
No
425
900.00
382,500.00
90%
10%
100%
382,500.00
B
350mm Diameter initial preliminary test pile in 12.00m length.
No
2
900.00
1,800.00
90%
10%
100%
1,800.00
C
350mm Diameter extension pile in 12.00m length
No
425
900.00
382,500.00
90%
10%
100%
382,500.00
No
4
900.00
3,600.00
90%
10%
100%
3,600.00
No
365
700.00
255,500.00
90%
10%
100%
255,500.00
No
2
700.00
1,400.00
90%
10%
100%
1,400.00
0%
0%
0%
90%
10%
100%
D 350mm Diameter extension preliminary test pile in 12.00m length. E
350mm Diameter extension pile in 9.00m length.
F 350mm Diameter extension preliminary test pile in 9.00m length. 350mm Diameter extension pile in 6.00m length.
No
-
No.
425
500.00
-
-
Handle, transport and pitch for precast conrete spun piles as described :G 350mm Diameter initial pile, driving singly / cluster in 12.00m length
12.00
5,100.00
5,100.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) Handle, transport and pitch for precast conrete spun piles as described :- (Cont'd) A
350mm Diameter extension pile, driving singly / cluster in 9.00m length
No.
365
8.70
3,175.50
90%
10%
100%
3,175.50
B
350mm Diameter extension preliminary test pile, driving singly / cluster in 9.00m length
No.
2
8.70
17.40
90%
10%
100%
17.40
350mm Diameter extension pile in 6.00m length.
No
-
7.00
-
90%
10%
100%
-
M
5,100
8.80
44,880.00
90%
10%
100%
44,880.00
Drive only for precast conrete spun piles as described :C 350mm Diameter initial pile, driving singly / cluster in 12.00m length D
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
M
24
8.80
211.20
90%
10%
100%
211.20
E
350mm Diameter extension pile, driving singly / cluster in 12.00m length
M
5,100
8.80
44,880.00
90%
10%
100%
44,880.00
F
350mm Diameter extension preliminary test pile, driving singly / cluster in 12.00m length
M
48
8.80
422.40
90%
10%
100%
422.40
G
350mm Diameter extension pile, driving singly / cluster in 9.00m length
M
3,285
8.80
28,908.00
90%
10%
100%
28,908.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) A
Cutt off head of pile and remove surplus length off sit e 350mm precast reinforced concrete spun pile and strip off 1000mm length of head for and including binding expose reinforcement rods to reinforcement in pile cap.
No.
243
30.00
7,290.00
90%
10%
100%
7,290.00
Reinforced conrete Grade 35 cap to cover head of 350mm diameter precast concrete spun pile all to the approval of Engineer/S.O. and to include associated excavation works, formwork, mild steel plate and necessary reinforcements and welding works
No.
243
50.00
12,150.00
90%
10%
100%
12,150.00
No.
1
7,300.00
7,300.00
90%
10%
100%
7,300.00
1
800.00
800.00
90%
10%
100%
800 00
B
Testing of Piles
Provid e the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watchin g and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 130 Tonnes for both Preliminary Test Pile and Working Piles)
C
Test to 350mm diameter spun pile PDA Test
D
Provide all necessary equipments, supervision and labour for carrying out ''P ile Dynamic Analysis (PDA) Test' all to theEngineer's / S.O.'s approval.
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE SQUARE PILING Supply, deliver and unlo ad on site precast reinforced concrete pile (Grade 45) as specified : A
300mm x 300mm initial pile in 12.00m length.
No
143
680.00
97,240.00
90%
10%
100%
97,240.00
B
300mm x 300mm initial preliminary test pile in 12.00m length.
No
1
680.00
680.00
90%
10%
100%
680.00
C
300mm x 300mm extension pile in 12.00m length
No
143
648.40
92,721.20
90%
10%
100%
92,721.20
No
1
648.40
648.40
90%
10%
100%
648.40
D 300mm x 300mm extension preliminary test pile in 12.00m length.
Handle, transport and pitch for precast conrete piles as described: E
300mm x 300mm initial pile, driving singly / cluster pile in 12.00m length
No.
143
12.00
1,716.00
90%
10%
100%
1,716.00
F
300mm x 300mm initial preliminary test pile, driving singly / cluster pile in 12.00m length
No.
1
12.00
12.00
90%
10%
100%
12.00
G
300mm x 300mm extension pile, driving singly / cluster pile in 12.00m length
No.
143
12.00
1,716.00
90%
10%
100%
1,716.00
H
300mm x 300mm extension preliminary test pile, driving singly / cluster pile in 12.00m length
No.
1
12.00
12.00
90%
10%
100%
12.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE SQUARE PILING (CONT'D) Drive only friction piles to a depth of 24m as described: A
300mm x 300mm initial pile, driving singly / cluster pile in 12.00m length
M
1,716
8.80
15,100.80
90%
10%
100%
15,100.80
B
300mm x 300mm initial preliminary test pile, driving singly / cluster pile in 12.00m length
M
12
8.80
105.60
90%
10%
100%
105.60
C
300mm x 300mm extension, driving singly / cluster pile in 12.00m length
M
1,716
8.80
15,100.80
90%
10%
100%
15,100.80
D
300mm x 300mm extension preliminary test pile, driving singly / cluster pile in 12.00m length
M
12
8.80
105.60
90%
10%
100%
105.60
1200mm x 20mm (Overall) fillet weld connection between chamfered edges of head cap and base 1200mm girth including 30mm diameter mild steel centring bar 160mm long, inserting in and including forming 80mm deep mortices in head and base of piles.
No
143
21.40
3,060.20
90%
10%
100%
3,060.20
Ditto, preliminary test pile
No
1
21.40
21.40
90%
10%
100%
21.40
22.30
3,211.20
90%
10%
100%
3 211 20
------------------------------------------E
F G
Cutt off head of pile and remove surplus length off site 300mm x 300mm precast reinforced concrete pile and strip off 1000mm length of head for and including binding exposed reinforcement rods to reinforcement in pile cap.
1
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE SQUARE PILING (CONT'D) Testing of Piles
Provid e the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watchin g and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 30 Tonnes for both Preliminary Test Pile and Working Piles)
A
Test to 300mm x 300mm RC pile
No.
1
4,850.00
4,850.00
90%
10%
100%
4,850.00
No.
3
800.00
2,400.00
90%
10%
100%
2,400.00
PDA Test B
Provide all necessary equipments, supervision and labour for carrying out ''P ile Dynamic Analysis (PDA) Test' all to theEngineer's / S.O.'s approval.
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
COLLECTION PAGE
From Page No. 3/1/7 .......................................
1,037,572.00
1,037,572.00
From Page No. 3/2/7 .......................................
150,066.30
150,066.30
From Page No. 3/3/7 .......................................
27,540.00
27,540.00
From Page No. 3/4/7 .......................................
194,745.60
194,745.60
From Page No. 3/5/7 .......................................
36,705.60
36,705.60
From Page No. 3/6/7 .......................................
7,250.00
7,250.00
BILL NO. 4 - DEWAN SERBAGUNA WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING Supply, deliver and unlo ad on site precast reinforced concrete spun pile (Grade 60) as specified : A
350mm Diameter initial pile in 12.00m length.
No
78
900.00
70,200.00
90%
10%
100%
70,200.00
B
350mm Diameter initial preliminary test pile in 12.00m length.
No
1
900.00
900.00
90%
10%
100%
900.00
C
350mm Diameter extension pile in 12.00m length
No
156
900.00
140,400.00
90%
10%
100%
140,400.00
No
2
900.00
1,800.00
90%
10%
100%
1,800.00
No
78
700.00
54,600.00
90%
10%
100%
54,600.00
No
1
700.00
700.00
90%
10%
100%
700.00
No.
78
12.00
936.00
90%
10%
100%
936.00
No.
1
12.00
12.00
90%
10%
100%
12.00
D 350mm Diameter extension preliminary test pile in 12.00m length. E
350mm Diameter extension pile in 9.00m length.
F 350mm Diameter extension preliminary test pile in 9.00m length. Handle, transport and pitch for precast conrete spun piles as described :G 350mm Diameter initial pile, driving singly / cluster in 12.00m length H
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) Handle, transport and pitch for precast conrete spun piles as described :- (Cont'd) A
350mm Diameter extension pile, driving singly / cluster in 9.00m length
No.
78
8.70
678.60
90%
10%
100%
678.60
B
350mm Diameter extension preliminary test pile, driving singly / cluster in 9.00m length
No.
1
8.70
8.70
90%
10%
100%
8.70
M
936
8.80
8,236.80
90%
10%
100%
8,236.80
Drive only for precast conrete spun piles as described :C 350mm Diameter initial pile, driving singly / cluster in 12.00m length D
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
M
12
8.80
105.60
90%
10%
100%
105.60
E
350mm Diameter extension pile, driving singly / cluster in 12.00m length
M
1,872
8.80
16,473.60
90%
10%
100%
16,473.60
F
350mm Diameter extension preliminary test pile, driving singly / cluster in 12.00m length
M
24
8.80
211.20
90%
10%
100%
211.20
G
350mm Diameter extension pile, driving singly / cluster in 9.00m length
M
702
8.80
6,177.60
90%
10%
100%
6,177.60
9
8.80
79.20
90%
10%
100%
9 20
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) A
Cutt off head of pile and remove surplu s length off sit e 350mm precast reinforced concrete spun pile and strip off 1000mm length of head for and including binding expose reinforcement rods to reinforcement in pile cap.
No.
79
30.00
2,370.00
90%
10%
100%
2,370.00
Rein forced conrete Grade 35 cap to cover head of 350mm diameter precast concrete spun pile all to the approval of Engineer/S.O. and to include associated excavation works, formwork, mild steel plate and necessary reinforcements and welding works
No.
79
46.00
3,634.00
90%
10%
100%
3,634.00
800.00
90%
10%
100%
800 00
B
Testing of Piles
Provide the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watching and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 130 Tonnes for both Preliminary Test Pile and Working Piles)
C
Test to 350mm diameter spun pile
No.
Rate Only
PDA Test D
Provide all necessary equipments, supervision and labour for carrying out ''P ile Dynamic Analysis (PDA) Test' all to theEngineer's / S.O.'s approval.
N
1
800.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
COLLECTION PAGE
From Page No. 4/1/4 .......................................
271,444.00
271,444.00
From Page No. 4/2/4 .......................................
37,043.10
37,043.10
From Page No. 4/3/4 .......................................
6,804.00
6,804.00
BILL NO. 5 - PERPUSTAKAAN WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING Supply, deliver and unlo ad on site precast reinforced concrete spun pile (Grade 60) as specified : A
350mm Diameter initial pile in 12.00m length.
No
29
900.00
26,100.00
85%
15%
100%
26,100.00
B
350mm Diameter initial preliminary test pile in 12.00m length.
No
1
900.00
900.00
85%
15%
100%
900.00
C
350mm Diameter extension pile in 12.00m length
No
58
900.00
52,200.00
85%
15%
100%
52,200.00
No
2
900.00
1,800.00
85%
15%
100%
1,800.00
No
29
700.00
20,300.00
85%
15%
100%
20,300.00
No
1
700.00
700.00
85%
15%
100%
700.00
No.
29
12.00
348.00
85%
15%
100%
348.00
No.
1
12.00
12.00
85%
15%
100%
12.00
D 350mm Diameter extension preliminary test pile in 12.00m length. E
350mm Diameter extension pile in 9.00m length.
F 350mm Diameter extension preliminary test pile in 9.00m length. Handle, transport and pitch for precast conrete spun piles as described :G 350mm Diameter initial pile, driving singly / cluster in 12.00m length H
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) Handle, transport and pitch for precast conrete spun piles as described :- (Cont'd) A
350mm Diameter extension pile, driving singly / cluster in 9.00m length
No.
29
8.70
252.30
85%
15%
100%
252.30
B
350mm Diameter extension preliminary test pile, driving singly / cluster in 9.00m length
No.
1
8.70
8.70
85%
15%
100%
8.70
M
348
8.80
3,062.40
85%
15%
100%
3,062.40
Drive only for precast conrete spun piles as described :C 350mm Diameter initial pile, driving singly / cluster in 12.00m length D
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
M
12
8.80
105.60
85%
15%
100%
105.60
E
350mm Diameter extension pile, driving singly / cluster in 12.00m length
M
696
8.80
6,124.80
85%
15%
100%
6,124.80
F
350mm Diameter extension preliminary test pile, driving singly / cluster in 12.00m length
M
24
8.80
211.20
85%
15%
100%
211.20
G
350mm Diameter extension pile, driving singly / cluster in 9.00m length
M
261
8.80
2,296.80
85%
15%
100%
2,296.80
9
8.80
79.20
8 %
1 %
100%
9 20
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) A
Cutt off head of pile and remove surplus length off sit e 350mm precast reinforced concrete spun pile and strip off 1000mm length of head for and including binding expose reinforcement rods to reinforcement in pile cap.
No.
30
30.00
900.00
85%
15%
100%
900.00
Reinforced conrete Grade 35 cap to cover head of 350mm diameter precast concrete spun pile all to the approval of Engineer/S.O. and to include associated excavation works, formwork, mild steel plate and necessary reinforcements and welding works
No.
30
50.00
1,500.00
85%
15%
100%
1,500.00
800.00
8 %
1 %
100%
800 00
B
Testing of Piles
Provid e the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watchin g and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 130 Tonnes for both Preliminary Test Pile and Working Piles)
C
Test to 350mm diameter spun pile
No.
Rate Only
PDA Test D
Provide all necessary equipments, supervision and labour for carrying out ''P ile Dynamic Analysis (PDA) Test' all to theEngineer's / S.O.'s approval.
1
800.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
COLLECTION PAGE
From Page No. 5/1/4 .......................................
103,080.00
103,080.00
From Page No. 5/2/4 .......................................
14,067.00
14,067.00
From Page No. 5/3/4 .......................................
3,200.00
3,200.00
BILL NO. 6 - KANTIN WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING Supply, deliver and unlo ad on site precast reinforced concrete spun pile (Grade 60) as specified : A
350mm Diameter initial pile in 12.00m length.
No
86
900.00
77,400.00
85%
15%
100%
77,400.00
B
350mm Diameter initial preliminary test pile in 12.00m length.
No
1
900.00
900.00
85%
15%
100%
900.00
C
350mm Diameter extension pile in 12.00m length
No
172
900.00
154,800.00
85%
15%
100%
154,800.00
No
2
900.00
1,800.00
85%
15%
100%
1,800.00
No
86
700.00
60,200.00
85%
15%
100%
60,200.00
No
1
700.00
700.00
85%
15%
100%
700.00
500.00
-
0%
0%
0%
-
85%
15%
100%
D 350mm Diameter extension preliminary test pile in 12.00m length. E
350mm Diameter extension pile in 9.00m length.
F 350mm Diameter extension preliminary test pile in 9.00m length. 350mm Diameter extension pile in 6.00m length.
No
-
Handle, transport and pitch for precast conrete spun piles as described :G
No. 350mm Diameter initial pile, driving singly / cluster in 12.00m length
86
12.00
1,032.00
1,032.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) Handle, transport and pitch for precast conrete spun piles as described :- (Cont'd) A
350mm Diameter extension pile, driving singly / cluster in 9.00m length
No.
86
8.70
748.20
85%
15%
100%
748.20
B
350mm Diameter extension preliminary test pile, driving singly / cluster in 9.00m length
No.
1
8.70
8.70
85%
15%
100%
8.70
350mm Diameter extension pile in 6.00m length.
No
-
7.00
-
0%
0%
0%
-
M
1,032
8.80
9,081.60
85%
15%
100%
9,081.60
Drive only for precast conrete spun piles as described :C 350mm Diameter initial pile, driving singly / cluster in 12.00m length D
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
M
12
8.80
105.60
85%
15%
100%
105.60
E
350mm Diameter extension pile, driving singly / cluster in 12.00m length
M
2,064
8.80
18,163.20
85%
15%
100%
18,163.20
F
350mm Diameter extension preliminary test pile, driving singly / cluster in 12.00m length
M
24
8.80
211.20
85%
15%
100%
211.20
G
350mm Diameter extension pile, driving singly / cluster in 9.00m length
M
774
8.80
6,811.20
85%
15%
100%
6,811.20
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) A
Cutt off head of pile and remove surplus length off sit e 350mm precast reinforced concrete spun pile and strip off 1000mm length of head for and including binding expose reinforcement rods to reinforcement in pile cap.
No.
87
30.00
2,610.00
85%
15%
100%
2,610.00
Reinforced conrete Grade 35 cap to cover head of 350mm diameter precast concrete spun pile all to the approval of Engineer/S.O. and to include associated excavation works, formwork, mild steel plate and necessary reinforcements and welding works
No.
87
50.00
4,350.00
85%
15%
100%
4,350.00
No.
1
7,300.00
7,300.00
85%
15%
100%
7,300.00
1
800.00
800.00
8 %
1 %
100%
800 00
B
Testing of Piles
Provid e the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watchin g and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 130 Tonnes for both Preliminary Test Pile and Working Piles)
C
Test to 350mm diameter spun pile PDA Test
D
Provide all necessary equipments, supervision and labour for carrying out ''P ile Dynamic Analysis (PDA) Test' all to theEngineer's / S.O.'s approval.
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
COLLECTION PAGE
From Page No. 6/1/4 .......................................
298,932.00
298,932.00
From Page No. 6/2/4 .......................................
40,794.30
40,794.30
From Page No. 6/3/4 .......................................
15,060.00
15,060.00
BILL NO. 7 - SURAU WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING Supply, deliver and unlo ad on site precast reinforced concrete spun pile (Grade 60) as specified : A
350mm Diameter initial pile in 12.00m length.
No
117
900.00
105,300.00
90%
10%
100%
105,300.00
B
350mm Diameter initial preliminary test pile in 12.00m length.
No
1
900.00
900.00
90%
10%
100%
900.00
C
350mm Diameter extension pile in 12.00m length
No
234
900.00
210,600.00
90%
10%
100%
210,600.00
No
2
900.00
1,800.00
90%
10%
100%
1,800.00
No
117
700.00
81,900.00
90%
10%
100%
81,900.00
No
1
700.00
700.00
90%
10%
100%
700.00
500.00
-
90%
10%
100%
-
90%
10%
100%
D 350mm Diameter extension preliminary test pile in 12.00m length. E
350mm Diameter extension pile in 9.00m length.
F 350mm Diameter extension preliminary test pile in 9.00m length. 350mm Diameter extension pile in 6.00m length.
No
-
No.
117
Handle, transport and pitch for precast conrete spun piles as described :G 350mm Diameter initial pile, driving singly / cluster in 12.00m length
12.00
1,404.00
1,404.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) Handle, transport and pitch for precast conrete spun piles as described :- (Cont'd) A
350mm Diameter extension pile, driving singly / cluster in 9.00m length
No.
117
8.70
1,017.90
90%
10%
100%
1,017.90
B
350mm Diameter extension preliminary test pile, driving singly / cluster in 9.00m length
No.
1
8.70
8.70
90%
10%
100%
8.70
350mm Diameter extension pile in 6.00m length.
No
-
7.00
-
90%
10%
100%
-
M
1,404
8.80
12,355.20
90%
10%
100%
12,355.20
Drive only for precast conrete spun piles as described :C 350mm Diameter initial pile, driving singly / cluster in 12.00m length D
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
M
12
8.80
105.60
90%
10%
100%
105.60
E
350mm Diameter extension pile, driving singly / cluster in 12.00m length
M
2,808
8.80
24,710.40
90%
10%
100%
24,710.40
F
350mm Diameter extension preliminary test pile, driving singly / cluster in 12.00m length
M
24
8.80
211.20
90%
10%
100%
211.20
G
350mm Diameter extension pile, driving singly / cluster in 9.00m length
M
1,053
8.80
9,266.40
90%
10%
100%
9,266.40
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) A
Cutt off head of pile and remove surplus length off sit e 350mm precast reinforced concrete spun pile and strip off 1000mm length of head for and including binding expose reinforcement rods to reinforcement in pile cap.
No.
118
30.00
3,540.00
90%
10%
100%
3,540.00
Reinforced conrete Grade 35 cap to cover head of 350mm diameter precast concrete spun pile all to the approval of Engineer/S.O. and to include associated excavation works, formwork, mild steel plate and necessary reinforcements and welding works
No.
118
50.00
5,900.00
90%
10%
100%
5,900.00
90%
10%
100%
0.00
90%
10%
100%
800 00
B
Testing of Piles
Provid e the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watchin g and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 130 Tonnes for both Preliminary Test Pile and Working Piles)
C
Test to 350mm diameter spun pile
No.
7,300.00
Rate Only
PDA Test D
Provide all necessary equipments, supervision and labour for carrying out ''P ile Dynamic Analysis (PDA) Test' all to theEngineer's / S.O.'s approval.
1
800.00
800.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
COLLECTION PAGE
From Page No. 7/1/4 .......................................
405,448.00
405,448.00
From Page No. 7/2/4 .......................................
55,330.20
55,330.20
From Page No. 7/3/4 .......................................
10,240.00
10,240.00
BILL NO. 8 -STADIUM WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE SQUARE PILING Supply, deliver and unlo ad on site precast reinforced concrete pile (Grade 45) as specified : A
300mm x 300mm initial pile in 12.00m length.
No
23
680.00
15,640.00
90%
10%
100%
15,640.00
B
300mm x 300mm initial preliminary test pile in 12.00m length.
No
1
680.00
680.00
90%
10%
100%
680.00
C
300mm x 300mm extension pile in 12.00m length
No
47
648.40
30,474.80
90%
10%
100%
30,474.80
No
1
648.40
648.40
90%
10%
100%
648.40
No
23
585.00
13,455.00
90%
10%
100%
13,455.00
No
1
585.00
585.00
90%
10%
100%
585.00
D 300mm x 300mm extension preliminary test pile in 12.00m length. C
300mm x 300mm extension pile in 9.00m length
D 300mm x 300mm extension preliminary test pile in 9.00m length.
Handle, transport and pitch for precast conrete piles as described: E
300mm x 300mm initial pile, driving singly / cluster pile in 12.00m length
No.
23
12.00
276.00
90%
10%
100%
276.00
F
300mm x 300mm initial preliminary test pile, driving singly / cluster pile in 12.00m length
No.
1
12.00
12.00
90%
10%
100%
12.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE SQUARE PILING (CONT'D) Drive only for precast concrete piles as described: A
300mm x 300mm initial pile, driving singly / cluster pile in 12.00m length
M
276
8.80
2,428.80
90%
10%
100%
2,428.80
B
300mm x 300mm initial preliminary test pile, driving singly / cluster pile in 12.00m length
M
12
8.80
105.60
90%
10%
100%
105.60
C
300mm x 300mm extension, driving singly / cluster pile in 12.00m length
M
564
8.80
4,963.20
90%
10%
100%
4,963.20
D
300mm x 300mm extension preliminary test pile, driving singly / cluster pile in 12.00m length
M
12
8.80
105.60
90%
10%
100%
105.60
C
300mm x 300mm extension, driving singly / cluster pile in 9.00m length
M
207
8.80
1,821.60
90%
10%
100%
1,821.60
D
300mm x 300mm extension preliminary test pile, driving singly / cluster pile in 9.00m length
M
9
8.80
79.20
90%
10%
100%
79.20
23
21.40
492.20
90%
10%
100%
92 20
------------------------------------------E 1200mm x 20mm (Overall) fillet weld connection between chamfered edges of head cap and base 1200mm girth including 30mm diameter mild steel centring bar 160mm long, inserting in and including forming 80mm deep mortices in head and base of piles.
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
800.00
90%
10%
100%
AMOUNT DUE
PRECAST REINFORCED CONCRETE SQUARE PILING (CONT'D) Testing of Piles
Provide the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watching and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 60 Tonnes for both Preliminary Test Pile and Working Piles)
A
Test to 300mm x 300mm RC pile
No.
Rate Only
PDA Test B
Provide all necessary equipments, supervision and labour for carrying out ''Pile Dynamic Analysis (PDA) Test' all to the Engineer's / S.O.'s approval.
No.
1
800.00
800.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING Supply, deliver and unlo ad on site precast reinforced concrete spun pile (Grade 60) as specified : A
350mm Diameter initial pile in 12.00m length.
No
900.00
-
0%
0%
0%
-
B
350mm Diameter initial preliminary test pile in 12.00m length.
No
900.00
-
0%
0%
0%
-
C
350mm Diameter extension pile in 12.00m length
No
900.00
-
0%
0%
0%
-
No
900.00
-
0%
0%
0%
-
No
700.00
-
0%
0%
0%
-
No
700.00
-
0%
0%
0%
-
No.
12.00
-
0%
0%
0%
-
No.
12.00
-
0%
0%
0%
-
0%
0%
0%
D 350mm Diameter extension preliminary test pile in 12.00m length. E
350mm Diameter extension pile in 9.00m length.
F 350mm Diameter extension preliminary test pile in 9.00m length. Handle, transport and pitch for precast conrete spun piles as described :G 350mm Diameter initial pile, driving singly / cluster in 12.00m length H
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
12 00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) Handle, transport and pitch for precast conrete spun piles as described :- (Cont'd) A
350mm Diameter extension pile, driving singly / cluster in 9.00m length
No.
8.70
-
0%
0%
0%
-
B
350mm Diameter extension preliminary test pile, driving singly / cluster in 9.00m length
No.
8.70
-
0%
0%
0%
-
M
8.80
-
0%
0%
0%
-
Drive only for precast conrete spun piles as described :C 350mm Diameter initial pile, driving singly / cluster in 12.00m length D
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
M
8.80
-
0%
0%
0%
-
E
350mm Diameter extension pile, driving singly / cluster in 12.00m length
M
8.80
-
0%
0%
0%
-
F
350mm Diameter extension preliminary test pile, driving singly / cluster in 12.00m length
M
8.80
-
0%
0%
0%
-
G
350mm Diameter extension pile, driving singly / cluster in 9.00m length
M
8.80
-
0%
0%
0%
-
H
350mm Diameter extension preliminary test pile, driving singly / cluster in 9.00m length
M
8.80
-
0%
0%
0%
-
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) A
Cutt off head of pile and remove surplus length off sit e 350mm precast reinforced concrete spun pile and strip off 1000mm length of head for and including binding expose reinforcement rods to reinforcement in pile cap.
No.
30.00
-
0%
0%
0%
-
Reinforced conrete Grade 35 cap to cover head of 350mm diameter precast concrete spun pile all to the approval of Engineer/S.O. and to include associated excavation works, formwork, mild steel plate and necessary reinforcements and welding works
No.
50.00
-
0%
0%
0%
-
No.
7,300.00
-
100%
0%
100%
-
B
Testing of Piles
Provid e the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watchin g and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 130 Tonnes for both Preliminary Test Pile and Working Piles)
C
Test to 350mm diameter spun pile PDA Test
D
Provide all necessary equipments, supervision and labour for
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
COLLECTION PAGE
From Page No. 8/1/4 .......................................
62,587.20
62,587.20
From Page No. 8/2/4 .......................................
10,552.80
10,552.80
From Page No. 8/3/4 .......................................
800.00
800.00
-
-
-
-
BILL NO. 9 - KOLAM RENANG WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING Supply, deliver and unlo ad on site precast reinforced concrete spun pile (Grade 60) as specified : A
350mm Diameter initial pile in 12.00m length.
No
47
900.00
42,300.00
90%
10%
100%
42,300.00
B
350mm Diameter initial preliminary test pile in 12.00m length.
No
1
900.00
900.00
90%
10%
100%
900.00
C
350mm Diameter extension pile in 12.00m length
No
94
860.00
80,840.00
90%
10%
100%
80,840.00
No
2
860.00
1,720.00
90%
10%
100%
1,720.00
No
47
700.00
32,900.00
90%
10%
100%
32,900.00
No
1
700.00
700.00
90%
10%
100%
700.00
No.
47
12.00
564.00
90%
10%
100%
564.00
No.
1
12.00
12.00
90%
10%
100%
12.00
D 350mm Diameter extension preliminary test pile in 12.00m length. E
350mm Diameter extension pile in 9.00m length.
F 350mm Diameter extension preliminary test pile in 9.00m length. Handle, transport and pitch for precast conrete spun piles as described :G 350mm Diameter initial pile, driving singly / cluster in 12.00m length H
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) Handle, transport and pitch for precast conrete spun piles as described :- (Cont'd) A
350mm Diameter extension pile, driving singly / cluster in 9.00m length
No.
47
8.70
408.90
90%
10%
100%
408.90
B
350mm Diameter extension preliminary test pile, driving singly / cluster in 9.00m length
No.
1
8.70
8.70
90%
10%
100%
8.70
M
564
8.80
4,963.20
90%
10%
100%
4,963.20
Drive only for precast conrete spun piles as described :C 350mm Diameter initial pile, driving singly / cluster in 12.00m length D
350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length
M
12
8.80
105.60
90%
10%
100%
105.60
E
350mm Diameter extension pile, driving singly / cluster in 12.00m length
M
1,128
8.80
9,926.40
90%
10%
100%
9,926.40
F
350mm Diameter extension preliminary test pile, driving singly / cluster in 12.00m length
M
24
8.80
211.20
90%
10%
100%
211.20
G
350mm Diameter extension pile, driving singly / cluster in 9.00m length
M
423
8.80
3,722.40
90%
10%
100%
3,722.40
9
8.80
79.20
90%
10%
100%
9 20
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D) A
Cutt off head of pile and remove surplu s length off sit e 350mm precast reinforced concrete spun pile and strip off 1000mm length of head for and including binding expose reinforcement rods to reinforcement in pile cap.
No.
48
30.00
1,440.00
90%
10%
100%
1,440.00
Rein forced conrete Grade 35 cap to cover head of 350mm diameter precast concrete spun pile all to the approval of Engineer/S.O. and to include associated excavation works, formwork, mild steel plate and necessary reinforcements and welding works
No.
48
50.00
2,400.00
90%
10%
100%
2,400.00
800.00
90%
10%
100%
800 00
B
Testing of Piles
Provide the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watching and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 130 Tonnes for both Preliminary Test Pile and Working Piles)
C
Test to 350mm diameter spun pile
No.
Rate Only
PDA Test D
Provide all necessary equipments, supervision and labour for carrying out ''P ile Dynamic Analysis (PDA) Test' all to theEngineer's / S.O.'s approval.
N
1
800.00
WORKDONE (QTY) ITEM
DESCRIPTION
UNIT
UANTIT RATE (RM)
AMOUNT(RM)
prev.
Current
To Date
AMOUNT DUE
COLLECTION PAGE
From Page No. 9/1/4 .......................................
161,088.00
161,088.00
From Page No. 9/2/4 .......................................
22,507.20
22,507.20
From Page No. 9/3/4 .......................................
4,640.00
4,640.00
A FINAL SUMMARY
ILL N
DESCRIPTION
PAGE
WORKDONE (QTY) RATE (RM)
AMOUNT
AMOUNT(RM)
prev.
Current
To Date
DUE
1.0
PRELIMINARIES AND PREAMBLES
1/5/5
1,315,000.00
0%
0%
100%
1,315,000.00
2.0
BLOK PENTADBIRAN
2/7/7
1,476,019.80
0%
0%
100%
1,476,019.80
3.0
BLOK AKADEMIK
3/7/7
1,453,879.50
0%
0%
100%
1,453,879.50
4.0
DEWAN SERBAGUNA
4/4/4
315,291.10
0%
0%
100%
315,291.10
5.0
PERPUSTAKAAN
5/4/4
120,347.00
0%
0%
100%
120,347.00
6.0
KANTIN
6/4/4
354,786.30
0%
0%
100%
354,786.30
7.0
SURAU
7/4/4
471,018.20
0%
0%
100%
471,018.20
8.0
STADIUM
8/4/4
73,940.00
0%
0%
100%
73,940.00
9.0
KOLAM RENANG
9/4/4
188,235.20
0%
0%
100%
188,235.20
BREAKDOWN FOR BLOK PENTADBIRAN
ITEM
1
DESCRIPTION
work done % %
%
prev.
current
to date
Total Workdone (RM)
L/S
1,001,900.00
100%
0%
100%
1,001,900.00
L/S L/S L/S L/S L/S L/S L/S L/S
299,900.00
100% 100% 100% 100% 100% 100% 100% 100%
0% 0% 0% 0% 0% 0% 0% 0%
100% 100% 100% 100% 100% 100% 100% 100%
299,900.00 349,000.00 201,000.00 245,500.00 340,500.00 300,600.00 203,400.00 179,550.00
L/S L/S L/S L/S L/S
59,550.00
100% 100% 100% 100% 100%
0% 0% 0% 0% 0%
100% 100% 100% 100% 100%
59,550.00 50,000.00 85,000.00 49,781.00 1,081,219.00
Superstructure Frame Upper Floors Roof Stairs External Walls Windows & External Doors Internal Walls & Partitions Internal Doors
3
%
QTY RATE (RM)
Substructure Work Below Lowest Floor Finish
2
AMOUNT (RM)
UNIT
349,000.00 201,000.00 245,500.00 340,500.00 300,600.00 203,400.00 179,550.00
Finishes Internal Wall Finishes Internal Floor Finishes Internal Ceiling Finishes External Finishes Roof Finishes
50,000.00 85,000.00 49,781.00 1,081,219.00
BREAKDOWN FOR BLOK AKADEMIK
ITEM
1
DESCRIPTION
L/S
1,705,560.00
100%
0%
100%
1,705,560.00
L/S L/S L/S L/S L/S L/S L/S L/S
545,780.00 395,380.00 345,880.00 793,280.00 492,280.00 198,280.00 349,080.00 495,200.00
100% 100% 100% 100% 100% 100% 100% 100%
0% 0% 0% 0% 0% 0% 0% 0%
100% 100% 100% 100% 100% 100% 100% 100%
545,780.00 395,380.00 345,880.00 793,280.00 492,280.00 198,280.00 349,080.00 495,200.00
L/S L/S L/S L/S L/S
100,200.00 92,580.00 115,280.00 205,280.00 95,140.00
100% 100% 100% 100% 100%
0% 0% 0% 0% 0%
100% 100% 100% 100% 100%
100,200.00 92,580.00 115,280.00 205,280.00 95,140.00
AMOUNT(RM)
Superstructure Frame Upper Floors Roof Stairs External Walls Windows & External Doors Internal Walls & Partitions Internal Doors
3
WORK DONE % % % % prev current to date
Substructure Work Below Lowest Floor Finish
2
AMOUNT(RM)
UNIT QTY RATE
Finishes Internal Wall Finishes Internal Floor Finishes Internal Ceiling Finishes External Finishes Roof Finishes
BREAKDOWN FOR DEWAN SERBAGUNA & ASTAKA
ITEM
1
DESCRIPTION
WORK DONE % % % current to date
AMOUNT(RM)
% prev
L/S
600,000.00
100%
0%
100%
L/S L/S L/S L/S L/S L/S L/S L/S
105,200.00 90,000.00 80,000.00 50,000.00 100,000.00 35,000.00 15,000.00 20,000.00
100% 100% 100% 100% 100% 100% 100% 100%
0% 0% 0% 0% 0% 0% 0% 0%
100% 100% 100% 100% 100% 100% 100% 100%
L/S L/S L/S L/S L/S
30,000.00 70,000.00 60,000.00 181,648.60 100,000.00
100% 100% 100% 100% 100%
0% 0% 0% 0% 0%
100% 100% 100% 100% 100%
Superstructure Frame Upper Floors Roof Stairs External Walls Windows & External Doors Internal Walls & Partitions Internal Doors
3
QTY RATE
Substructure Work Below Lowest Floor Finish
2
UNIT
Finishes Internal Wall Finishes Internal Floor Finishes Internal Ceiling Finishes External Finishes Roof Finishes
AMOUNT(RM)
600,000.00
105,200.00 90,000.00 80,000.00 50,000.00 100,000.00 35,000.00 15,000.00 20,000.00
30,000.00 70,000.00 60,000.00 181,648.60 100,000.00
BREAKDOWN FOR PERPUSTAKAAN
ITEM
1
DESCRIPTION
L/S
1,131,814.00
100%
0%
100%
1,131,814.00
L/S L/S L/S L/S L/S L/S L/S L/S
98,407.00 90,000.00 70,000.00 30,000.00 60,000.00 40,000.00 48,407.00 20,000.00
100% 100% 100% 100% 100% 100% 100% 100%
0% 0% 0% 0% 0% 0% 0% 0%
100% 100% 100% 100% 100% 100% 100% 100%
98,407.00 90,000.00 70,000.00 30,000.00 60,000.00 40,000.00 48,407.00 20,000.00
L/S L/S L/S L/S L/S
141,238.50 91,238.50 70,000.00 90,000.00 20,000.00
100% 100% 100% 100% 100%
0% 0% 0% 0% 0%
100% 100% 100% 100% 100%
141,238.50 91,238.50 70,000.00 90,000.00 20,000.00
AMOUNT(RM)
Superstructure Frame Upper Floors Roof Stairs External Walls Windows & External Doors Internal Walls & Partitions Internal Doors
3
WORK DONE % % % % prev current to da date
QTY RATE
Substructure Work Below Lowest Floor Finish
2
AMOUNT(RM)
UNIT
Finishes Internal Wall Finishes Internal Floor Finishes Internal Ceiling Finishes External Finishes Roof Finishes
BREAKDOWN FOR KANTIN
ITEM
1
DESCRIPTION
AMOUNT(RM)
WORK DONE % % % % prev current to date
AMOUNT(RM)
L/S
233,628.00
100%
0%
100%
233,628.00
L/S L/S L/S L/S L/S L/S L/S L/S
95,000.00 20,000.00 45,000.00 9,500.00 10,000.00 7,500.00
100%
0%
100%
100%
0%
100%
100% 100% 100% 100%
0% 0% 0% 0%
100% 100% 100% 100%
95,000.00 0.00 20,000.00 0.00 45,000.00 9,500.00 10,000.00 7,500.00
L/S L/S L/S L/S L/S
30,000.00 10,000.00 15,000.00 33,000.00 25,000.00
100% 100% 100% 100% 100%
0% 0% 0% 0% 0%
100% 100% 100% 100% 100%
30,000.00 10,000.00 15,000.00 33,000.00 25,000.00
Superstructure Frame Upper Floors Roof Stairs External Walls Windows & External Doors Internal Walls & Partitions Internal Doors
3
RATE
Substructure Work Below Lowest Floor Finish
2
UNIT QTY
Finishes Internal Wall Finishes Internal Floor Finishes Internal Ceiling Finishes External Finishes Roof Finishes
BREAKDOWN FOR SURAU
ITEM
1
DESCRIPTION
WORK DONE % % % current to date
AMOUNT(RM)
% prev
AMOUNT(RM)
L/S
24,056.00
100%
0%
100%
24,056.00
L/S L/S L/S L/S L/S L/S L/S L/S
7,000.00 6,000.00 5,700.00 4,900.00 4,500.00 3,700.00
100%
0%
100%
100%
0%
100%
100% 100% 100% 100%
0% 0% 0% 0%
100% 100% 100% 100%
7,000.00 0.00 6,000.00 0.00 5,700.00 4,900.00 4,500.00 3,700.00
L/S L/S L/S L/S L/S
5,000.00 4,700.00 4,000.00 5,500.00 4,000.00
100% 100% 100% 100% 100%
0% 0% 0% 0% 0%
100% 100% 100% 100% 100%
5,000.00 4,700.00 4,000.00 5,500.00 4,000.00
Superstructure Frame Upper Floors Roof Stairs External Walls Windows & External Doors Internal Walls & Partitions Internal Doors
3
QTY RATE
Substructure Work Below Lowest Floor Finish
2
UNIT
Finishes Internal Wall Finishes Internal Floor Finishes Internal Ceiling Finishes External Finishes Roof Finishes
BREAKDOWN FOR STADIUM
ITEM
1
DESCRIPTION
RATE
AMOUNT(RM)
WORK DONE % % % % prev current to date
AMOUNT(RM)
L/S
7,757,520.00
100%
0%
100%
7,757,520.00
L/S L/S L/S L/S L/S L/S L/S L/S
7,457,520.00 3,671,680.00 2,271,680.00 1,671,680.00 2,421,680.00 871,680.00 71,680.00 471,680.00
100% 100% 100% 100% 100% 100% 100% 100%
0% 0% 0% 0% 0% 0% 0% 0%
100% 100% 100% 100% 100% 100% 100% 100%
7,457,520.00 3,671,680.00 2,271,680.00 1,671,680.00 2,421,680.00 871,680.00 71,680.00 471,680.00
L/S L/S L/S L/S L/S
1,520,466.76 2,020,466.76 1,020,466.76 3,620,466.76 970,466.76
100% 100% 100% 100% 100%
0% 0% 0% 0% 0%
100% 100% 100% 100% 100%
1,520,466.76 2,020,466.76 1,020,466.76 3,620,466.76 970,466.76
Superstructure Frame Upper Floors Roof Stairs External Walls Windows & External Doors Internal Walls & Partitions Internal Doors
3
QTY
Substructure Work Below Lowest Floor Finish
2
UNIT
Finishes Internal Wall Finishes Internal Floor Finishes Internal Ceiling Finishes External Finishes Roof Finishes
BREAKDOWN FOR KOLAM RENANG
ITEM
1
DESCRIPTION
RATE
WORK DONE % % % current to date
AMOUNT(RM)
% prev
L/S
19,501.00
100%
0%
100%
L/S L/S L/S L/S L/S L/S L/S L/S
7,476.00 6,976.00 6,520.00 6,520.00 9,020.00 6,020.00
100%
0%
100%
100%
0%
100%
100% 100% 100% 100%
0% 0% 0% 0%
100% 100% 100% 100%
L/S L/S L/S L/S L/S
7,520.00 9,020.00 6,520.00 6,020.00
100% 100%
0% 0%
100% 100%
100% 100%
0% 0%
100% 100%
Superstructure Frame Upper Floors Roof Stairs External Walls Windows & External Doors Internal Walls & Partitions Internal Doors
3
QTY
Substructure Work Below Lowest Floor Finish
2
UNIT
Finishes Internal Wall Finishes Internal Floor Finishes Internal Ceiling Finishes External Finishes Roof Finishes
AMOUNT(RM)
19,501.00
7,476.00 0.00 6,976.00 0.00 6,520.00 6,520.00 9,020.00 6,020.00
7,520.00 9,020.00 0.00 6,520.00 6,020.00
BREAKDOWN FOR M&E SERVICES
ITEM
DESCRIPTION
UNIT
1
Services Sanitary Appliances Plumbing Installation Refuse Disposal Air-cond & Ventilation System Electrical Installation Fire Protection Installation Lift & Conveyor Installation Communication Installation Special Installation Builder's Profit & Attendance on Services Builder's Work in Connection With Services
L/S L/S L/S L/S L/S L/S L/S L/S L/S L/S L/S
QTY
RATE
AMOUNT(RM)
WORK DONE % % % % prev current to date
179,624.09 359,624.09 288,624.09 3,656,167.80 4,071,315.69 2,000,000.00 721,000.00 1,571,315.69 3,470,935.05 345,354.40 400,000.00
100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%
AMOUNT(RM)
179,624.09 359,624.09 288,624.09 3,656,167.80 4,071,315.69 2,000,000.00 721,000.00 1,571,315.69 3,470,935.05 345,354.40 400,000.00
BREAKDOWN FOR EXTERNAL WORKS
ITEM
1
DESCRIPTION
External Works Earthworks Road Works and Carparks Drainage Works Sewerage Works including septic tank Water Recticulation Works Fencing and Gates Landscape Built-in Furniture
UNIT
L/S L/S L/S L/S L/S L/S L/S L/S
QTY
RATE
AMOUNT(RM)
% prev
9,885,079.85 2,542,257.50 1,527,253.50 2,288,506.50 3,811,012.50 1,781,004.50 3,033,802.85 20,304,827.50
100% 100% 100% 100% 100% 100% 100% 100%
WORK DONE % % % current to date
0% 0% 0% 0% 0% 0% 0% 0%
100% 100% 100% 100% 100% 100% 100% 100%
AMOUNT(RM)
9,885,079.85 2,542,257.50 1,527,253.50 2,288,506.50 3,811,012.50 1,781,004.50 3,033,802.85 20,304,827.50
KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM
MATERIALS ON SITE Interim Payment No :
06
Valuation Date : 7-Februari-11
KERAJAAN MALAYSIA JABATAN KERJA RAYA PERAKUAN BAYARAN INTERIM NO 6
TAJUK KERJA
:
KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR.
NAMA DAN ALAMAT KONTRAKTOR
:
AP&F CONSTRUCTION No 258 , Jalan Macalister, 41200 Klang, Selangor Darul Ehsan.
NO. KONTRAK
:
2722/2010-2011-1/01
PERAKUAN PERUNDING Kami dengan ini mengesahkan bahawa semua kerja - kerja yang telah disiapkan oleh kontraktor seperti yang dinyatakan di dalam Perakuan Bayaran Interim ini adalah mengikut dan mematuhi kehendak Kontrak, Lukisan dan Spesifikasi.
Arkitek - Architects Quotes
Jurukur Bahan - V-Build Properties Sdn. Bhd.
COP & TANDATANGAN PERUNDING
COP & TANDATANGAN PERUNDING
Tarikh:
Tarikh:
