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MARKAZI MOSQUENEW BALAKOT CITY
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Project Overview
Staff at Site
Daily Wages Manpower
Site Organization
Machinery & Equipment
Material Stock Report
Evaluation of Material & Machinery at Site
Project Progress
Quality Control & Quality Assurance
Construction Schedule
Site Photographs 2
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Project Overview
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Project Overview
Construction of Markazi Mosque is one of the five projects identifiedby ERRA to be completed in New Balakot city. The cost of theconstruction is Rs. 385.40 Million and it will be completed within 18months. The state-of-the-art facility will be built according to Libyan
Architecture and will accomodate more than 15,000 people.
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Project Overview
Client:-
Qaddafi International Charity & Development Foundation Libya
Consultant:-
Impact Design International
Contractor:-
TURCON (Private) Limited
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Project Overview
Total Area of Mosque:-
271,428 SFT
Covered Area of Mosque:-
63,000 SFT
Project Cost:-
4.7 Millions Dollars (PKR 385.40 Millions)
Project Start Date:- (Actual)28th September 2010
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Project Overview
Project Completion Date:- ( According to actual start)
27st March 2012
Project Construction Duration:-
18 Months
Maximum Capacity of Mosque:-
15,000 people at a time
Ablution Area:-125 people at a time
Car Parking Area with Drive Way:-
13,000 SFT
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Menpower at Site
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Staff at Site
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NumbersDesignationSr. #
1Project Manager1
1Planning Engineer2
1Construction Manager3
1Sr. Quantity Surveyor4
1Manager Accounts5
2Site Engineer6
2Site Supervisor7
1Safety Supervisor8
1Laboratory Technician9
1Land Surveyor10
1Store Officer11
1Auto Cad Operator12
1Admin Officer13
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Staff at Site
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NumbersDesignationSr. #
1Time Keeper14
1HTV Mechanic15
1Assistant Surveyor16
2Surveyor Helper17
2Assistant Supervisor18
1Assistant Store Keeper19
1Assistant Accountant20
24Total Staff
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Skilled and Unskilled Manpower
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Manpower
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NumbersTradeSr. #
45Laborers1
05Mason2
08Carpenter3
04Carpenter Helper4
10Scaffolder5
05Scaffolder Helper6
10Steel Fixer7
06Steel Fixer Helper8
08Steel Fabricator9
04Steel Fabricator Helper10
18Excavation Team11
03Mixer Machine Operator12
01Assistant Mechanic13
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Manpower
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NumbersTradeSr. #
02Mechanic Helper14
02Electrician15
01Laboratory Helper16
02General Foreman17
01Labor Mate18
01Office Boy19
03Cook20
02Cook Helper21
01Laundry Boy22
05Watchmen23
02Driver24
01Sweeper25
150Total Strength
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Site Organizational Chart
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Site Organizational Chart
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PROJECTMANAGER
CONSTRUCTIONMANAGER
SITE ENGINEER
SITE
SUPERVISOR
GENERALFOREMAN
SITE ENGINEER
SITE
SUPERVISOR
GENERALFOREMAN
SURVEYOR
ASSISTANT
SURVEYOR
SURVEYORHELPER
PLANNINGENGINEER
MANAGERACCOUNTS
ASSISTANTACCOUNTANT
SR. QUANTITYSURVEYOR
AUTO CADOPERATOR
STORE OFFICER
STOREASSISTANT
ADMIN OFFICERSAFETY
SUPERVISOR
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Machinery & Equipment
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Machinery & Equipment
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NumbersDescriptionSr. #
04Single Load Concrete Mixer Machine1
03Double Load Concrete Mixer Machine2
01Backhoe/Loader3
02Small Dumpers4
01Roller Compactors5
03Plate Compactors6
04Jumping Compactors7
05Concrete Vibrator Engines8
07Concrete Vibrator Shafts9
01Transit Mixer Machine10
03Container (20 x 8)11
01Diesel Power Generator (35 KVA) 3-Phase12
01Diesel Power Generator (15 KVA) Single-Phase13
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Machinery & Equipment
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NumbersDescriptionSr. #
01Diesel Power Generator (5.5 KVA) Single-Phase14
01Diesel Power Generator (2.2 KVA) Single-Phase15
01Bar Bending Machine16
01Bar Cutting Machine17
01Air Compressor18
01Lift Machine19
01Total Station20
01Theodolite21
01Auto Level22
01Cube Crushing Machine23
01Water Tanker with Pump24
01Spray Pump25
01Pick up Single Cabin26
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Machinery & Equipment
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NumbersDescriptionSr. #
02Excavator1
01Excavator with Jack Hammer2
05Tractor Trolley3
01Jeep Mini Pajero4
01Suzuki High Roof5
01Tractor Trolley with Water Tanker6
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Material at Stock
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Material Stock Report
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BalanceUsedReceivedUnitDescriptionSr.#
1,991.0013,109.0015,100.00BagsCement1
22,726.0026,889.0049,615.00CftSand2
25,533.0052,654.0078,187.00CftCrush3
17.5511.09728.650TonSteel #34
4.1513.32317.474TonSteel #45
5.1291.90597.027TonSteel #66
14.15162.983177.129TonSteel #87
770.001,230.002,000.00KgBinding Wire8
90.00200.00290.00LtrTermite Proofing Chemical9
-750.00750.00KgAnti Freeze10
-210.00210.00LtrRheo-Build (Admixture)11
20.0020.00LtrNito Bond (Chemical)12
-2,000.002,000.00Nos.Concrete Blocks13
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Material Stock Report
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BalanceUsedReceivedUnitDescriptionSr.#
111.00119.00230.00NosPly Wood (Marine)14
-1.001.00PktConcrete Nail 115
11.0028.0039.00PktConcrete Nail 216
-15.0015.00PktConcrete Nail 317
16.0034.0050.00KgMS Nail 218
43.0057.00100.00KgMS Nail 319
37.0063.00100.00KgMS Nail 420
300.00300.00600.00RftHazen Cloth21
-3.003.00RollPlythene Sheets22
600.001,400.002,000.00RftCuring Pipe23
140.0060.00200.00KgBolt Nut 0.5 x 1.524
415.0085.00500.00KgT-Bolt Nut & Washer25
3,350.001,650.005,000.00Nos.Wooden Wedges26
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Material Stock Report
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BalanceUsedReceivedUnitDescriptionSr.#
1,080.00990.002,070.00NosScaffolding Pipe 1027
302.00220.00522.00NosScaffolding 2028
1,540.001,620.003,160.00NosScaffolding Joints29
-50.0050.00NosWooden Batten 4x4x1030
-146.00146.00NosWooden Batten 4x4x Mix Size31
-219.00219.00NosWooden Batten 4x2x Mix Size32
-500.00500.00NosWooden Batten 4x4x1033
3.0037.0040.00NosWooden Planks 2x8x834
71.00189.00260.00NosWooden Planks Mix Size35
-4.004.00NosWater Tank Plastic36
-7.007.00NosTent37
-300.00300.00NosMS Shuttering Plate (2 x 4)38
-350.00350.00NosMS Shuttering Plate (1.5 x 4)39
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Material Stock Report
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BalanceUsedReceivedUnitDescriptionSr.#
-40.0040.00NosMS Shuttering Plate (1 x 6)40
-70.0070.00NosMS Shuttering Plate (4 x 8)41
-84.0084.00NosMS Shuttering Plate (4 x 12)42
400.00200.00600.00KgBarbed Wire43
2.00-2.00SetSteel Column C (1m x 1m ) height 10-0044
2.00-2.00SetSteel Column C-2 (0.6m x 0.6m) height 10-0045
1.00-1.00SetSteel Column C-3 (0.6m x 0.3m) height 10-0046
10.00-10.00SetSteel Column C-5 (12 x 12) height 12-0047
1.00-1.00SetSteel Column C-6 (as per drawing) height 10-0048
1.00-1.00SetSteel Column C-7 (0.6m x 0.45m) height 10-0049
1.00-1.00SetSteel Column C-8 (as per drawing) height 10-0050
2.00-2.00SetRound Column C-1 (0.9m dia.) height 10-0051
4.00-4.00SetColumns for Minaret height 10-0052
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Evaluation of Material &
Machinery at Site
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Evaluation of Material & Machinery at Site
Amount (PKR)DescriptionSr. #
6,178,208.00Consumable Materials017,687,300.00Assets (Formwork & Scaffolding)02
14,955,000.00Equipment & Machinery03
28,820,508.00Total Amount
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Project Progress
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Earthwork in open cuttings is completed 100 %
Excavation for foundations is completed 93 %
Termite proofing under foundation is completed 83%
Lean concrete for foundation is completed 83%
Rebar fixing for foundation is completed 80%
R.C.C for foundation is completed 69%
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Project Progress
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Activities in Progress
Excavation for foundations
Lean concrete for foundations & footing Beams
Rebar fixing for foundation, footing beams & columns
Formwork for foundation, footing beams, columns & retaining wall
R.C.C. for foundations, footing beams, columns & retaining wall
Backfilling
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Project Progress
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Project Progress
Amount (PKR)Unit RateQty ExecutedUnitActivity DescriptionSr.#
5,595,967.0010.00559,596.70CftEarthwork in Open Cutting01
Excavation for Foundations02
2,422,018.1914.00173,001.30Cft0.00 to 6.25 ft02(a)
1,248,747.0027.0046,249.89Cft6.25 to 10.00 ft02(b)
2,138,276.2563.2633,801.40CftAbove 10.00 ft02
686,423.028.0085,802.88SftTermite Proofing03
1,562,873.39179.508,706.82CftLean Concrete (1:4:8)04
27,888,903.8099,850.000279.308TonRe-Bar Fixing05
--16,501.52SftFormwork06
13,479,047.70296.2345,501.97CftR.C.C. in Foundation (3000 Psi)07
196,294.60517.66379.20CftR.C.C. in Columns (3750 Psi)08
1,902,019.50429.554,427.94CftR.C.C. in Wall (3750 Psi)09
42,701.886.007,116.98CftBackfilling10
243,017.86298.50814.13CftP.C.C. (1:3:6)11
57,406,290.19Total Work Done (PKR)
14.90Total Work Done in terms of financial progress (% Completed)
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Cumulative Project Progress
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15%
0%
20%
40%
60%
80%
100%
120%
%
Complete
Time (Months)
PROGRESS
Planned Actual
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Status of Footings
Graphical Presentation
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PROJECT PROGRESS
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PROJECT PROGRESS
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PROJECT PROGRESS
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PROJECT PROGRESS
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Quality Control & Quality Assurance
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Concrete
As concrete material, approved material from the specified sources inaccordance with the Contract are being used. Sands are being suppliedfrom Lawrencepur and crush from Margalla. For Concrete, the mix
design have been calculated and tested for strength of 3000 psi and3750 psi for various parts of structures by the Technical University ofTaxila. To ensure the quality, required number of samples (6 cylinders)are being collected and tested at site in the presence of consultants infully equipped site laboratory.
Re-Bar
Random samples of steel are being tested from each lot of delivery inthe presence of consultants by U.E.T. Taxila. Upon confirmation of thequality, the material being used which will conform to ASTM standards.
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Quality Control & Quality Assurance
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Backfilling & Compaction
Since there is a substantial amount of backfill involved, regular activityof backfill being performed through FDT (Field Density Tests) in thepresence of consultants to check and verify the required level of
compaction.
Instruments
All the instruments and testing machines like Total Station, Theodolite,Cube Crushing Machine, Auto Levels & Mixer Machines are Calibrated
from reputed firms.
Admixtures
Concrete additives, chemicals & admixtures which are approved arebeing used for concreting under severe weather conditions.
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Quality Control & Quality Assurance
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Construction Schedule
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Base Line Construction Schedule
Project Start Date September 28, 2010
Project Completion Date March 27, 2010
Updated Construction Schedule
Project Start Date September 28, 2010
Project Completion Date April 05, 2012
As per updated construction schedule we are 09 days behind from ourschedule, and the reason of this delay is that we encountered very hardrock in excavation for foundations and it took more time as compare toour plan. We will recover these days in superstructure and project willget completed well before due date of completion.
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Construction Schedule (CPM)
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CONSTRUCTION SCHEDULE
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Site Photographs
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Thank You
Markazi Mosque
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