cost analysis and project planning using erp in construction industry

Cost Analysis and Project Planning using ERP

in Construction Industry

Prof. Pawar S. N.

Department of Civil Engineering,

SSGBCOET, Bhusawal, Dist- Jalgaon, Maharashtra, India.

Thakare Amol K.

Department of Civil Engineering, SNJB’s LSKBJCOE, Chandawd, Dist- Nashik, , Maharashtra, India.

Abstract- The Study aims at studying effectiveness of ERP implementation in construction industry. The Study was

performed on HIT-OFFICE which is an ERP software developed by EDSS Pvt. Ltd. The effectiveness of implementation

of ERP was studied by estimating, scheduling, material planning, contractor management and billing in HIT-OFFICE

using Quotation, Purchasing, Inventory, Study and Accountancy module of the software. A list of questionnaire was

prepared to collect reviews from Study Managers and Engineers of various organizations to evaluate the changes

occurred after the application of ERP. The companies which are ready for huge investment provided they are adaptive to

change in working system, ERP is the best solution for them as it would result in optimization of Resources, savings of

Time, Money and most importantly Energy.

Keywords – ERP, HIT-OFFICE, EDSS Pvt. Ltd., Primavera, MRP

I. INTRODUCTION

An Enterprise resource planning system is a fully integrated business management system covering functional areas

of an enterprise like logistic, production, finance, accounting and human resources etc. It organizes and integrates

operation processes and information flows to make optimum use of resource such as men, material, money and

machine. ERP is a global tightly integrated closed loop business solution package and is multifaceted.

In simple words, Enterprise Resource Planning promises one database, one application, and one user interface for

the entire enterprise, where one disparate systems ruled manufacturing, distribution, finance and sale. Taking

information from every function it is a tool that assist employees and manager’s plan, monitor and control the entire

business. A modern ERP system enhance a manufacturer ability to accurately schedule production, fully utilize

capacity, reduce inventory and meet promised shipping date. It is an integrated computer-based system used to

manage internal and external resources, including tangible assets, financial resources, materials, and human

resources.

It is a software architecture whose purpose is to facilitate the flow of information between all business functions

inside the boundaries of the organization and manage the connections to outside stakeholders. Built on a centralized

database and normally utilizing a common computing platform, ERP systems consolidate all business operations

into a uniform and enterprise-wide system environment.

Objective of Study

Study aims to fulfill the objectives as mentioned below:

Estimating and costing of a structure by using ERP software.

Scheduling of construction Study.

Resource analysis and planning using reports generated in ERP software.

To study the effectiveness of ERP implementation in construction industry.

II. METHODOLOGY

Phase I- Estimating and Costing

In these stages quantities of various items of work of the building are calculated using software and these quantities when multiplied with unit rate of the item will give estimated cost of the building. This is done by using quotation

International Journal of Latest Trends in Engineering and Technology (IJLTET)

Vol. 2 Issue 4 July 2013 16 ISSN: 2278-621X

module of the software. Entire Study (i.e. building) is sub divided into various stages for estimation; this enables to know the resources such as man, material, money, tools and equipments required at different stages of work.

Figure 1. Flow Diagram of Methodology

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Figure 2. Working Drawing



Quotation Module

The quotation module allows you to create or import specification books, calculate and analyse the work item prices in an accurate way, manage the subcontractor price-inquiries and print the quotation using your own layout. The entire process of estimating and costing using ERP software (i.e. HIT office in this case) is as shown in figure below:

Preparation of Estimate

Create a new quotation based on the master data

A quotation is set up by importing work item specifications and the related rate analysis from a master data. Both specification and rate analysis can be customised for each work item.

Figure 3. Quotation Module

Master data

Thanks to the databases that have been incorporated in the software, we can immediately start with estimation work without having to spend a lot of time entering data. The three main databases are

1. The resource library,

2. The rate analysis library,

3. The specification text library.

Resources are the basic elements of your price calculation. They are categorised into resource types for which you can define individual profit margins at quotation level. This allows you to maintain different profit margins for labour, machinery, materials, etc. The default resource library which comes with Hit-Office contains over 3500 resources. All of which are at your immediate disposal

a) Create individual work items Work items that don't exist in your master data can be created by entering your own specification text and rate analysis.

b) Entering work item specifications

In case if a specification for certain work item is not available in the master data or if we want to use specifications from an architect or designer we can attach our own specification and rate analysis for that item of work.

The Measurement Sheet

Dimensions extracted from the drawings are entered in measurement sheet. We can even enter comments for the better understanding of the measures. Entering the dimensions in measurement can be done in following way:

Any kind of arithmetic formula as well as LBD format can be used.

I. Formulae can be imported from a work item in the same quotation or from a work item belonging to another

quotation. We can even import them from external sources (designers, architects) which will allow you to avoid

error-prone data entry.



II. A powerful Formula Wizard helps you set up the formulae for the most currently used geometrical shapes.

Figure 4. Measurement Sheet

Phase II - Planning and Scheduling

This is the most important phase of the Study. Planning is the most important technique of the management. Study

planning can be done by various methods of scheduling.

Figure 5. Study Workflow

Scheduling

Construction scheduling is nothing but a graphical representation which shows the phasing rate of construction,

activities with the starting and completion date and the sequential relationship among the various activities and

operations in a Study so that work can be carried out in an orderly and effective manner. In HIT office software

Study scheduling is done by preparing Gantt chart.



Figure 6. Gantt Chart

Project Scheduling Process

The process of project scheduling in this software (i.e. HIT office) is performed in following steps:

Importing work items from the quotation to the project module. It may happen that the imported work items from

the quotation may undergo change, hence the exact quantity used for the project planning may be different from the

quantities in the quotation. Hence the software is designed to provide the flexibility in such cases by allowing

addition or alteration of work item. Determining the time and labor required for performing each activities and input

the same in the software. Determining the sequential relationship between activities and arranging them in a same

manner. Finally the chart prepared will show project duration along with timely requirement of the resources.

Resource Planning

A resource is a physical variable quantity such as material, men power, money equipment time or space which are

required for carrying out a Study by developing Gantt chart, we assume that sufficient resources are allocated to

perform the various activities and complete the Study, but in real practice certain type of resources may fluctuate

from very high at one time to very low at other time. Hence their planning is of utmost importance. This may

include:

a) financial Planning

b) Material Planning

c) Manpower Planning

a) financial Planning For smooth functioning of a Study proper finance is require. As a business grows monitoring and Studying financial

requirement becomes a complex problem and the need for detailed information becomes more important. This can

be achieved by comparing and systematic analysis of various reports generated in ERP software such as:

Study budget planning

Required resources

Resources on work item

Resources work item comparison

b) Material Planning

The modern concept of material planning is that the material should be purchased and brought in the stores just

before it enters the production so that the inventory cost is negligible. However insufficient or zero inventories many

a times creates the situation of stock-outs and leads to stoppage of work, hence proper planning is essential so that



the work can be carry out properly without any disturbance. Hence, forecasting material requirement is essential and

can be done by analyzing software generated reports such as:

Resource distribution

List of consumed resources on Study

Required resources following Gantt chart

All required resources by period, etc.

c) Manpower Planning

Proper and timely manpower planning is a key factor in the efficient execution of Study unless proper manpower is

made available to meet the organizational needs in time. The progress of the work would undoubtedly suffer and the

performance would be adversely affected. This can be done by finding out the day to day requirement of various

categories of workers from reports generated such as:

Consumed resources by date

Resource distribution, etc.

III. RESULTS

Reports and Analysis

There are numbers of report that are generated after using quotation module such as:

Measurement sheet,

Quotation related resources,

Search for specific resources,

Comparison of reference price and rate analysis, and many more.

All of these help in analysing various aspects of Studys such as:

Analysis of the amounts per resource-type, the salary-ratio, the material costs, subcontractors, profit margins per

resource-type, overall working hours, profit margin per working hour and analysis of the different

subcontractors.

Analysis lot by lot.

Detailed analysis work item by work item with various statistics. Table 1. List of Required Resources for Project

Resource ID Resource name Unit Quantity

100030 Hard murum m3 2.4323

100040 Brick bats m3 15.0511

100060 Rubble stone blasted m3 24.3230

100070 Sand m3 292.1931

100130 Aggregate crushed 20 mm m3 138.4865

120010 Granite Stone class I m2 31.1115

206540 GI pipe d= 25 mm Rmt 20.5380

400060 Plastic Cover Blocks, 1.5m c/c m3 1,285.6000

421010 M.S. bar reinforcement 6mm Kg 2,343.6600

421025 HYSD bar reinforcement kg. 10,576.6200

458010 Class I clay brick 23*15*8.5cm No 33,552.3960

458020 Class I clay brick 23*10*7.5cm No 2,477.5000

501020 Broken China mosaic - 50 Kg Bag 273.6560

501067 Polished shahabad 40 to 50 mm thk m2 14.8000

501100 White marble slabs - 20 mm thk m2 7.8660

501230 Coloured glazed tiles-20*10 cm No 11,349.0000

501250 White Coloured tiles m2 2,455.8744

501440 Polished black granite stone slab m2 9.0481

530040 Plain glass 4 mm thick m2 4.3200

572030 Waterproofing compound kg 136.8280



600010 Neeru/sanala kg 78.6779

600020 Cement 43 grade - 50 kg/bag Bag 2,130.2981

633010 Binding wires for steel bars kg 154.2720

636010 G.I. screws l = 25mm No 25.9200

651020 Holdfasts ''Z" type No 188.6400

670130 Teak wood boards 50 mm thick m2 47.1600

708015 M.S. grill, wt = 20 kg / m2 m2 1.3200

7100 Aluminium in general Kg 0.8640

741020 Flat oil paint (Ready mix) Lt 176.0682

741030 Oil paint zinc base(Ready mix) Lt 20.5380

741060 Anti - corrosive paint Lt 21.8580

741160 Water proof cement paint kg 142.4138

742030 Primer for plastered surface Lt 86.5385

746040 French polish Lt 1.3200

808090 C.I. pipe - 75 mm dia m' 31.9220

811040 Orrisa white glazed WC-63*45 No 3.0000

811171 Single bowl scratch proof stainless steel sink with a No 6.0000

950631 Teak Wood moulding of Sizes:- 5" rft 1.3200

M30090 Power roller 8 to 10 MT hr 2.4323

PL001 EWC pan 0220 No 3.0000

Y0010010 Exc in earth, soil etc. lift =1.5 m m2 83.3820

Y0010161 L/Charges for Soling of dry trap/granite/rubble mas m3 24.3230

Y0010170 Filling in the foundation with sand m3 18.5880

Y0010173 Filling available excavated earth in trenches in layer m3 67.9738

Y0040035 Laying in situ PCC (1:3:6) for all works m3 24.4540

Y0050033 Casting in situ CC M30 for foundation m3 17.6140

Y0050048 Casting in situ CC M25 for RCC column m3 22.3990

Y0050060 Casting in situ CC M20 for RCC Beams m3 36.3220

Y0050110 Casting in situ CC M20 for RCC slab m3 40.5910

Y0050130 Casting in situ CC M20 for RCC chajja m3 1.5810

Y0050200 Casting CC M20 for waist slabs & steps m3 4.7760

Y00502060 Casting CC M20 for lintels m3 5.2020

Y0050260 Fixing MS bar reinforcement for RCC works Mt 2.3320

Y0050265 Fixing HYSD bar reinforcement for RCC works mt 10.5240

Y0060020 Class II BB masonry in CM 1:6 in plinth m3 4.9550

Y0060050 Class I BB masonry in superst. in CM 1:6 m3 122.4540

Y0090050 Laying WP treatment on terrace slab m2 136.8280

Y0110010 P/A Internal cement plastering (1:4) 6 mm thk. m2 626.2120

Y0110110 P/A External sand face plaster(1:4), 8mm thk m2 779.6430

Y0110150 P/A Neeru finish to plastered surfaces m2 626.2120

Y0110160 P/A Neeru finish to plastered ceiling m2 357.2620

Y0120225 P/L Flooring of coloured/white glazed tiles 200x300 m2 2,046.5620

Y0120344 P/L Flooring of broken China mosaic pieces m2 136.8280

Y0120365 P/L Polished Shahabad stone 40-50 mm thk m2 22.2000

Y0120470 Fixing Sills of white Makrana marble slab m2 7.8660

Y0120600 P/F Color glazed tiles 200*100 mm-dado/sk m2 226.9800

Y0120692 Providing Granite Skirting 200mm height m2 29.6300

Y0140170 Applying 2 coats of flat oil paint to plastered surface m2 873.7410

Y0140190 Applying 2 coats, WP cement paint to plastered su m2 712.0690

Y0140250 Applying priming coat on plastered surfaces m2 865.3850



Y0170260 Removal of G.I./A.C. sheets, purlin, etc. m2 1.3200

Y0180715 P/F CTW S/Double leaf plain door with non TW se m2 47.1600

Y0180895 P/F anodised allu. louvered window with box sectio m2 4.3200

Y0181180 Fixing ano.alu.sliding window 2 track m2 41.0400

Y0200210 25mm dia heavy GI pipes-walls,floor Rmt 20.5380

Y0200821 S & F single bowl scratch proof stainless steel sink No 6.0000

Y0201200 Europ. white gl. WC.pan, PVC tank= No 3.0000

Y0201320 Indian white glazed earthen. 575 mm No 3.0000

Y0201770 Fix. 75 mm dia. CI soil/vent/waste Rmt 31.9220

Y0201780 Fix. 100 mm dia. CI soil/vent/waste Rmt 142.6160

Y0201950 S & F Syntex or equivalent overhead tank on RCC Ltr 3,000.0000

Y0210621 P&F Wash Basin with all accessories No 4.0000

Y3030230 Shuttering charges including Material & Labours m2 24.4540

Y9100385 P/C Kitchen otta in Black Granite with Dado upto lin rft 49.4970

Table 2. Quotation Related Resources

Rsource

ID

Resource

Name Unit

Bas

ic

P i /

Transpo

rt

C t /

Net

Price/U. Quant

it

Amo

t

%Cost

P

O100030 Hard murum m3 73. 0.00 135. 2.4 328 0.0 N100040 Brick bats m3 115. 0.00 200. 15.0 3,010. 0.0 N100060 Rubble stone blasted m3 355. 0.00 260. 24.3 6,323. 0.1 N100070 Sand m3 900. 0.00 650. 292.1 1,89,925. 4.7 N100130 Aggregate crushed 20 mm m3 495. 0.00 510. 138.4 70,628. 1.7 N100140 Aggregate crushed 25 mm m3 265. 0.00 500. 0.0 0.00 0.0 N120010 Granite Stone class I m2 1,500. 0.00 2,250. 31.1 70,000. 1.7 N206060 Stoneware pipe d= 250 mm Rmt 146. 0.00 146. 0.0 0.00 0.0 N206540 GI pipe d= 25 mm Rmt 130. 0.00 151. 20.5 3,101. 0.0 N283090 Ci Round Cover with Frame

580mm50KgNo 0.00 0.00 0.00 0.0

00

0.00 0.0

0

N

400060 Plastic Cover Blocks, 1.5m m3 1.70 0.00 3.10 1,285.6 3,985. 0.1 N421010 M.S. bar reinforcement 6mm Kg 32. 0.00 49. 2,343.6 1,14,839. 2.8 N421025 HYSD bar reinforcement kg. 47. 0.00 50. 10,576.6 5,32,532. 13.1 N458010 Class I clay brick No 3.20 0.00 6.00 33,552.3 2,01,314. 4.9 N458020 Class I clay brick No 3.50 0.00 6.00 2,477.5 14,865. 0.3 N501020 Broken China mosaic - 50 Kg Bag 49. 0.00 49. 273.6 13,409. 0.3 N501067 Polished shahabad 40 to

50 mm thk

m2 260.

00

0.00 350.

00

14.8

00

5,180.

00

0.1

3

N

501100 White marble slabs - 20

mm thk

m2 1,267.

00

0.00 2,750.

00

7.8

66

21,631.

50

0.5

4

N

501230 Coloured glazed tiles-

20*10 cm

No 5.90 0.00 14.

50

11,349.0

00

1,64,560.

50

4.0

7

N

501250 White Coloured tiles m2 162. 0.00 315. 2,455.8 7,73,600. 19.1 N501440 Polished black granite

stone slab

m2 1,100.

00

0.00 2,394.

00

9.0

48

21,660.

87

0.5

4

N

530040 Plain glass 4 mm thick m2 215.

00

0.00 270.

00

4.3

20

1,166.

40

0.0

3

N

572030 Waterproofing compound kg 18. 0.00 39. 136.8 5,336. 0.1 N

572040 Cement based kg 18. 0.00 18. 0.0 0.00 0.0 N

600010 Neeru/sanala kg 3.80 0.00 5.00 78.6 393 0.0 N

600020 Cement 43 grade - 50 kg/bag Bag 260. 0.00 320. 2,130.2 6,81,695. 16.8 N

633010 Binding wires for steel bars kg 40. 0.00 60. 154.2 9,256. 0.2 N



636010 G.I. screws l = 25mm No 0.50 0.00 0.66 25.920 17.10 0.00No Yes

651020 Holdfasts ''Z" type No 7.00 0.00 7.00 188.640 1,320.48 0.03No No

670130 Teak wood boards 50 mm m2 50.000.00 50.00 47.160 2,358.00 0.06No No

706040 MS angle - 40* 40 * 5 mm kg 17.800.00 17.80 0.000 0.00 0.00No No

708015 M.S. grill, wt = 20 kg / m2 m2 450.000.00 450.00 1.320 594.00 0.01No No

7100 Aluminium in general Kg 76.000.00 76.00 0.864 65.67 0.00No No

741020 Flat oil paint (Ready mix) Lt 132.300.00 217.00 176.068 38,206.80 0.95No Yes

741030 Oil paint zinc base(Ready mix) Lt 159.600.00 270.00 20.538 5,545.26 0.14No Yes

741060 Anti - corrosive paint Lt 25.000.00 25.00 21.858 546.45 0.01No No

741160 Water proof cement paint kg 55.000.00 68.00 142.414 9,684.13 0.24No Yes

742030 Primer for plastered surface Lt 100.000.00 94.00 86.538 8,134.62 0.20No Yes

746040 French polish Lt 78.750.00 104.00 1.320 137.28 0.00No Yes

808090 C.I. pipe - 75 mm dia m' 184.800.00 620.00 31.922 19,791.64 0.49No Yes

810321 Rubber sealings No 0.00 0.00 0.00 0.000 0.00 0.00No No

810340 GI elbow 1/2" No 7.40 0.00 7.40 0.000 0.00 0.00No No

811040 Orrisa white glazed WC-63* No 832.000.00 1,012.00 3.000 3,036.00 0.08No Yes

811171 Single bowl scratch proof No 1,230.000.00 5,195.00 6.000 31,170.00 0.77No Yes

811312 Specials No 100.000.00 100.00 0.000 0.00 0.00No No

950631 Teak Wood moulding of Sizes:-

5"

rft 1,500.000.00 1,500.00 1.320 1,980.00 0.05No No

950880 Electrical Point - 5Amp nos. 0.00 0.00 0.00 0.000 0.00 0.00No No



950883 2- 24Way box nos. 0.00 0.00 0.00 0.000 0.00 0.00No No

M30090 Power roller 8 to 10 MT hr 300.000.00 512.00 2.432 1,245.34 0.03No Yes

PL001 EWC pan 0220 No 2,334.000.00 2,334.00 3.000 7,002.00 0.17No No

Y0010010 Exc in earth, soil etc. lift

1 5 m

m2 75.000.00 128.00 83.382 10,672.90 0.26No Yes

Y0010161 L/Charges for Soling of dry

trap/granite/rubble masonry

m3 60.000.00 60.00 24.323 1,459.38 0.04No No

Y0010170 Filling in the foundation

with sand

m3 11.000.00 11.00 18.588 204.47 0.01No No

Y0010173 Filling available excavated earth in trenches in layers

m3 0.00 0.00 60.00 67.974 4,078.43 0.10No Yes

Y0040035 Laying in situ PCC (1:3:6)

for all works

m3 0.00 0.00 2,582.70 24.454 63,157.34 1.56No Yes

Y0050033 Casting in situ CC M30 m3 250.000.00 746.00 17.614 13,140.04 0.33No Yes

Y0050048 Casting in situ CC M25 for m3 350.000.00 1,083.00 22.399 24,258.13 0.60No Yes




Y0050200 Casting CC M20 for m3 364.000.00 1,040.00 4.776 4,967.04 0.12No Yes

Y00502060 Casting CC M20 for lintels m3 0.00 0.00 1,374.00 5.202 7,147.55 0.18No Yes

Y0050260 Fixing MS bar

i f f

Mt 2,100.000.00 2,100.00 2.332 4,897.20 0.12No No

Y0050265 Fixing HYSD bar mt 0.00 0.00 4,045.00 10.524 42,569.62 1.05No Yes



Y0060020 Class II BB masonry in CM m3 240.000.00 620.00 4.955 3,072.10 0.08No Yes

Y0060050 Class I BB masonry m3 289.000.00 652.00 122.454 79,840.00 1.97No Yes

Y0090050 Laying WP treatment m2 60.000.00 220.00 136.828 30,102.16 0.74No Yes

Y0110010 P/A Internal cement plastering m2 16.000.00 63.00 626.212 39,451.35 0.98No Yes

Y0110110 P/A External sand m2 59.000.00 210.00 779.643 1,63,725.03 4.05No Yes

Y0110150 P/A Neeru finish to m2 5.25 0.00 19.00 626.212 11,898.03 0.29No Yes

Y0110160 P/A Neeru finish to m2 7.50 0.00 19.00 357.262 6,787.99 0.17No Yes

Y0120225 P/L Flooring of m2 102.000.00 99.00 2,046.562 2,02,609.64 5.01No Yes

Y0120344 P/L Flooring of broken China mosaic pieces

m2 71.000.00 101.00 136.828 13,819.63 0.34No Yes

Y0120365 P/L Polished Shahabad stone

40-50 mm thk

m2 0.00 0.00 74.00 22.200 1,642.80 0.04No Yes

Y0120470 Fixing Sills of white

Makrana marble slab

m2 0.00 0.00 267.00 7.866 2,100.21 0.05No Yes

Y0120600 P/F Color glazed tiles m2 136.500.00 122.00 226.980 27,691.56 0.68No Yes

Y0120692 Providing Granite Skirting

200mm height

m2 820.000.00 150.00 29.630 4,444.50 0.11No Yes

Y0140170 Applying 2 coats of flat

oil paint to plastered

m2 5.25 0.00 11.00 873.741 9,611.16 0.24No Yes

Y0140190 Applying 2 coats, WP

cement paint to plastered

m2 5.50 0.00 14.00 712.069 9,968.97 0.25No Yes

Y0140250 Applying priming coat

on plastered surfaces

m2 2.45 0.00 4.00 865.385 3,461.54 0.09No Yes

Y0170260 Removal of G.I./A.C. sheets purlin etc

m2 17.000.00 17.00 1.320 22.44 0.00No No

Y0180715 P/F CTW S/Double leaf

plain door with non TW

m2 210.000.00 540.00 47.160 25,466.40 0.63No Yes

Y0180895 P/F anodised allu. louvered

window with box section

m2 350.000.00 350.00 4.320 1,512.00 0.04No No

Y0181180 Fixing ano.alu.sliding

window

2 t k

m2 1.00 0.00 800.00 41.040 32,832.00 0.81No Yes

Y0200210 25mm dia heavy GI pipes- walls,floor

Rmt 15.000.00 70.00 20.538 1,437.66 0.04No Yes

Y0200821 S & F single bowl

scratch proof stainless

l i k

No 219.000.00 958.00 6.000 5,748.00 0.14No Yes

Y0201080 B.M inspec. chamber 60*45*

60cm, CI

No 285.000.00 674.00 0.000 0.00 0.00No Yes

Y0201140 Fixing Hume pipe septic tank

900 mm

No 170.000.00 716.00 0.000 0.00 0.00No Yes

Y0201200 Europ. white gl. WC.pan, PVC

tank=

No 280.000.00 604.00 3.000 1,812.00 0.04No Yes

Y0201320 Indian white glazed earthen.

575 mm

No 352.000.00 674.00 3.000 2,022.00 0.05No Yes

Y0201770 Fix. 75 mm dia. CI soil/vent/

waste

Rmt 40.000.00 40.00 31.922 1,276.88 0.03No Yes

Y0201780 Fix. 100 mm dia. CI soil/vent/ waste

Rmt 60.000.00 60.00 142.616 8,556.96 0.21No No

Y0201950 S & F Syntex or

equivalent overhead tank

RCC l f

Ltr 0.00 0.00 1.00 3,000.000 3,000.00 0.07No Yes

Y0210621 P&F Wash Basin with

all accessories

No 2,000.000.00 2,530.00 4.000 10,120.00 0.25No Yes

Y3030230 Shuttering charges including

Material & Labours

m2 0.00 0.00 400.00 24.454 9,781.60 0.24No Yes



Y9100385 P/C Kitchen otta in Black

Granite with Dado upto

li l l

rft 0.00 0.00 10.00 49.497 494.97 0.01No Yes

Total amount : 40,39,389.29

Project Budget Planning

Followoing are the results related to the project budget planning as per given by the PLANNING module of ERP,

Date Amount Amount cumulative

17/01/2012 3,000 3,000

18/01/2012 3,000 6,000

19/01/2012 0 6,000

20/01/2012 0 6,000

21/01/2012 4,269 10,269

23/01/2012 4,269 14,538

24/01/2012 4,269 18,807

25/01/2012 4,269 23,076

26/01/2012 31,188 54,264

27/01/2012 26,919 81,183

28/01/2012 32,637 1,13,820

30/01/2012 1,17,495 2,31,315

31/01/2012 84,858 3,16,173

01/02/2012 60,746 3,76,919

02/02/2012 7,268 3,84,187

03/02/2012 7,268 3,91,455

04/02/2012 0 3,91,455

06/02/2012 1,020 3,92,475

07/02/2012 1,020 3,93,495

08/02/2012 18,005 4,11,500

09/02/2012 18,005 4,29,505

10/02/2012 37,392 4,66,897

11/02/2012 37,392 5,04,289

13/02/2012 37,392 5,41,681

14/02/2012 10,593 5,52,274

15/02/2012 10,593 5,62,867

16/02/2012 16,958 5,79,825

17/02/2012 16,958 5,96,783

18/02/2012 11,044 6,07,827

20/02/2012 11,044 6,18,871

21/02/2012 11,044 6,29,915

22/02/2012 59,036 6,88,951

23/02/2012 77,100 7,66,051

24/02/2012 22,743 7,88,794

25/02/2012 43,709 8,32,503



27/02/2012 43,709 8,76,212

28/02/2012 20,966 8,97,178

29/02/2012 0 8,97,178

01/03/2012 39,367 9,36,545

02/03/2012 39,367 9,75,912

03/03/2012 39,367 10,15,279

05/03/2012 39,367 10,54,646

06/03/2012 39,367 10,94,013

07/03/2012 39,367 11,33,380

08/03/2012 39,367 11,72,747

09/03/2012 2,12,102 13,84,849

10/03/2012 11,372 13,96,221

12/03/2012 11,372 14,07,593

13/03/2012 11,372 14,18,965

14/03/2012 26,193 14,45,158

15/03/2012 14,821 14,59,979

16/03/2012 0 14,59,979

17/03/2012 0 14,59,979

19/03/2012 28,942 14,88,921

20/03/2012 28,942 15,17,863

21/03/2012 28,942 15,46,805

22/03/2012 28,942 15,75,747

23/03/2012 28,942 16,04,689

24/03/2012 28,942 16,33,631

26/03/2012 28,942 16,62,573

27/03/2012 1,15,269 17,77,842

28/03/2012 20,590 17,98,432

29/03/2012 20,590 18,19,022

30/03/2012 31,208 18,50,230

31/03/2012 31,208 18,81,438

02/04/2012 19,836 19,01,274

03/04/2012 9,956 19,11,230

04/04/2012 29,680 19,40,910

05/04/2012 29,680 19,70,590

06/04/2012 29,680 20,00,270

07/04/2012 29,680 20,29,950

09/04/2012 29,680 20,59,630

10/04/2012 29,680 20,89,310

11/04/2012 29,680 21,18,990

12/04/2012 1,16,007 22,34,997

13/04/2012 19,643 22,54,640

14/04/2012 13,502 22,68,142

16/04/2012 9,956 22,78,098

17/04/2012 11,825 22,89,923

18/04/2012 17,307 23,07,230



19/04/2012 9,956 23,17,186

20/04/2012 13,908 23,31,094

21/04/2012 13,908 23,45,002

23/04/2012 1,05,642 24,50,644

24/04/2012 1,05,642 25,56,286

25/04/2012 1,05,642 26,61,928

26/04/2012 42,460 27,04,388

27/04/2012 8,253 27,12,641

28/04/2012 15,114 27,27,755

30/04/2012 15,114 27,42,869

01/05/2012 15,114 27,57,983

02/05/2012 15,114 27,73,097

03/05/2012 15,114 27,88,211

04/05/2012 15,114 28,03,325

05/05/2012 15,114 28,18,439

07/05/2012 15,114 28,33,553

08/05/2012 15,114 28,48,667

09/05/2012 15,114 28,63,781

10/05/2012 15,114 28,78,895

11/05/2012 18,973 28,97,868

14/05/2012 18,018 29,15,886

15/05/2012 16,771 29,32,657

16/05/2012 16,771 29,49,428

17/05/2012 16,771 29,66,199

18/05/2012 16,771 29,82,970

21/05/2012 16,771 29,99,741

22/05/2012 14,120 30,13,861

23/05/2012 13,723 30,27,584

24/05/2012 13,723 30,41,307

25/05/2012 1,61,042 32,02,349

28/05/2012 1,77,428 33,79,777

29/05/2012 1,72,876 35,52,653

30/05/2012 1,36,683 36,89,336

31/05/2012 1,38,910 38,28,246

01/06/2012 1,38,670 39,66,916

04/06/2012 1,38,670 41,05,586

05/06/2012 1,38,670 42,44,256

06/06/2012 11,038 42,55,294

07/06/2012 11,038 42,66,332

08/06/2012 51,642 43,17,974

11/06/2012 58,126 43,76,100

12/06/2012 66,774 44,42,874

13/06/2012 31,501 44,74,375

14/06/2012 25,115 44,99,490

15/06/2012 11,366 45,10,856



18/06/2012 10,254 45,21,110

19/06/2012 10,254 45,31,364

20/06/2012 2,769 45,34,133

21/06/2012 2,769 45,36,902

22/06/2012 35,532 45,72,434

23/06/2012 42,169 46,14,603

25/06/2012 42,969 46,57,572

26/06/2012 7,696 46,65,268

27/06/2012 3,144 46,68,412

28/06/2012 1,277 46,69,689

29/06/2012 1,277 46,70,966

30/06/2012 1,277 46,72,243

02/07/2012 2,225 46,74,468

03/07/2012 2,225 46,76,693

04/07/2012 2,225 46,78,918

05/07/2012 2,225 46,81,143

06/07/2012 2,225 46,83,368

07/07/2012 2,225 46,85,593

09/07/2012 2,225 46,87,818

10/07/2012 1,204 46,89,022

11/07/2012 1,204 46,90,226

12/07/2012 1,204 46,91,430

13/07/2012 2,094 46,93,524

14/07/2012 2,094 46,95,618

16/07/2012 2,094 46,97,712

17/07/2012 2,094 46,99,806

18/07/2012 2,094 47,01,900

19/07/2012 2,094 47,03,994

20/07/2012 2,094 47,06,088

IV CONCLUSION

From the present study we drawn the following conclusions,

I. ERP is an integrated computer software system that integrates various aspects of the construction industry

like planning, organizing, controlling, coordinating and directing

II. ERP is an efficient planning software which should be applied in all the projects to get quality work within

the constraints of money and time.

III. ERP also helps in optimum usage of the resources minimizing the wastage thus leading to economy and

completing the work within the stipulated time limits.

REFERENCES

[1] Boo Young Chung, “Analyzing Enterprise Resource Planning System Implementation Success Factors in the Engineering–Construction

Industry”, JOURNAL OF COMPUTING IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER, 2008 / 373.

[2] Omer Tatari, “Performance Evaluation of Construction Enterprise Resource Planning Systems”, JOURNAL OF MANAGEMENT IN

ENGINEERING © ASCE / OCTOBER 2008, 198-206.

[3] C. S. Dudgikar, “Development of ERP Module for Quality Management in Construction Industry” International Journal of Electronics and

Communications (IJEC), Volume – 1, Issue – 1, August 2012 ISSN 2279, 29-40.

[4] Jonathan Jing sheng Shi, “Enterprise Resource Planning for Construction Business Management”, JOURNAL OF CONSTRUCTION

ENGINEERING AND MANAGEMENT © ASCE / MARCH/APRIL 2003, 214-221.

[5] Ala’a Hawari, “Explaining ERP Failure in Developing Countries : A Jordanian Case Study”, Journal of Enterprise Information

Management: 23(2), 1-29.



cost analysis and project planning using erp in construction industry

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