merkezi mosque

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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

Markazi Mosque


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Project Overview

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Markazi Mosque


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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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Markazi Mosque


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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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Markazi Mosque


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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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Markazi Mosque


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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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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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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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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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Markazi Mosque


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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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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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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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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


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-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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Markazi Mosque


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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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Markazi Mosque


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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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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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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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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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Markazi Mosque


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Thank You

Markazi Mosque

merkezi mosque

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