NICMAR Microsoft Project Workshop Assignment Project: Goa International Airport Runway
Faculty: Dr. Anil Agarwal
Submitted By:
Siddhartha Kamat Roll No. 251075 Section II-Group 2
NATIONAL INSTITUTE OF CONSTRUCTION MANAGEMENT AND RESEARCH
Contents 1.
Project Profile…………………………………… Profile……………………………………………………2 ………………2
2.
Consultant Details……………………………………… Details……………………………………………….3 ……….3
3.
Technical Details……………………………………… Details………………………………………………...4 ………...4
4.
Work Breakdown Structure…………………………………...5
5.
Activity Details…………………………………… Details…………………………………………………..7 ……………..7
6.
Calendar Details……………………………………… Details………………………………………………...8 ………...8
7.
Resource Details………………………………… Details………………………………………………...9 ……………...9
8.
Status Report as on 11/02/12…………………………………..10 11/02 /12…………………………………..10
Goa International Airport: Runway
Page 2
Project Profile Name: Goa International Airport Location: Mopa, Pernem Taluka-Goa Client: Government of Goa Consultants: STUP consultants-Mumbai Regulatory Body: DGCA, M.o.CA, AAI(Airport Authority of India) BOOT Type Scheme Total Cost :(Airport Terminal, Facilities, Airfield, Airport City): 202.42 Million USD Project Start Date: Mon 02/01/12 Project Finish Date: Sat 16/02/13 i.e. 371 days Total Duration. Total Budgeted Cost: र 151,35,37,908
Goa International Airport: Runway
Page 3
Consultant Details STUP is a full service project delivery consultancy company offering integrated planning, arch archit itec ectu tura ral, l, engi engine neer erin ing g and and proje project ct mana manage geme ment nt serv servic ices es for for powe power, r, tran transp spor orta tati tion on,, teleco telecomm mmuni unicat cation ions, s, commer commercia cial, l, instit instituti utiona onal, l, recrea recreatio tional nal and manufa manufactu cturin ring g facili facility ty infrastructure, and is an international firm with over 1200 professionals in more than 20 offices and global project locations. STUP, STUP, a French French acron acronym ym for “Socie “Societe te Techni Technique que pour pour l’Util l’Utilisa isatio tion n de la Precon Precontra traint inte” e” meaning meaning “ technical technical corporation corporation for the utilization utilization of prestressed prestressed concrete” concrete” was established established in Paris in 1944 to spread spread the knowledge knowledge of prestressed prestressed concrete concrete and other inventions inventions of Eugene Freyssinet . STUP’s first global offices were established by Mr. Yves Guyon in 1963 who gave prestressed concrete its theoretical basis and transferred technology by setting up engineering consultancy groups in the Americas, Africa, Asia and the Middle East to attract and train local professionals thereby creating centers of excellence. STUP has served over 10,000 clients in 28 countries on projects of tremendous tr emendous diversity such as road master plans in Bangladesh, water supply in Laos, highways in Kuwait, sports facilities in UAE, offshore facilities and hospitals in Oman, nuclear reactors, airports, and power plants in India, the presidential palace complex in Ghana, etc. STUP’s STUP’s wide wide range range of resour resources ces and expert expertise ise offer offer compre comprehen hensiv sivee and single single umbrel umbrella la solutions solutions (incorporat (incorporating ing architectu architectural, ral, building building and infrastruct infrastructure ure engineerin engineering, g, mechanica mechanical, l, electrical electrical and hvac services) services) to technicall technically y challengi challenging ng projects projects and services from planning planning to construction, for local and national governments, international financing institutions, private sector owners, contractors and public sector institutions. STUP also provides optimized and innovative state of the art designs utilizing specialized expertise developed over 5 decades for the design and rehabilitation of buildings and major structures, which are locally adapted for economic constructability.
STUP places utmost value on its clients and offers them error free and lower cost designs with tight turnaround times by leveraging the resource base, cost structure and time zones of its Asian operations globally.
Goa International Airport: Runway
Page 4
Technical Details Airfield Characteristics: Length: 3750m Width: 45m Shoulder Width: 7.50m Taxiway Width: 23m Taxiway Shoulder Width: 10.5m Taxiway Length: 4300m (approx.)
Design Details: Runway: L=3750m, W=45m Max. Long. Slope=1% & 1.5% for taxiway Max. Transverse Slope=1.5% & 1.5% for taxiway Shoulders: W=7.5m and 10.5m for taxiway MTS=2.5% Blast Off Pad at Runway End=60m
Earthwork: 3700000 m 3 of Cuts 5000000 m 3 of Fills Airfield Profile: Hot Mix Asphalt Surface Coat:P401-10 cm Plant Mix Bituminous For Base course:P401-15 cm Crushed Aggregate for Sub-base:P209-44 cm in 2 layers of 22 cm each
Shoulder Structure: Surface: P401-6cm Base:P209-30cm
Goa International Airport: Runway
Page 5
Work Breakdown Structure for Runway: Goa International Airport S. No.
W.B.S Code
Activity
1
1
GOA INTERNATIONAL AIRPORT RUNWAY
2
1.1
Preliminary Survey
3
1.2
Detailed Survey
4
1.3
Master Plan Layout Design Phase
5
1.4
Temporary Facilities Construction
6
1.5
Mobilization of Equipment
7
1.6
Mobilization of Hot Mix Plant
8
1.7
Mobilization of Ready Mix Plant
9
1.8
Fencing
10
1.9
Earthwork
11 12 13 14 15 16
1.9.1 1.9.2 1.10 1.11 1.11.1 1.11.1.1
Clearing and Grubbing Excavation and Embankment Approval of GFC Drawings Runway Construction Phase 1:1000m Sub Base Course P209
17 18 19
1.11.1.2 1.11.1.3 1.11.1.4
Base Course P401 Surface Coat P401 Shoulder Construction
20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
1.11.1.4.1 1.11.1.4.2 1.11.2 1.11.2.1 1.11.2.2 1.11.2.3 1.11.2.4 1.11.2.4.1 1.11.2.4.2 1.11.3 1.11.3.1 1.11.3.2 1.11.3.3 1.11.3.4 1.11.3.4.1
Base Course Surface Coat Phase 2:1000m Sub Base Course P209 Base Course P401 Surface Coat P401 Shoulder Construction Base Course Surface Coat Phase 3:1000m Sub Base Course P209 Base Course P401 Surface Coat P401 Shoulder Construction Base Course
35 36 37 38 39 40 41
1.11.3.4.2 1.11.4 1.11.4.1 1.11.4.2 1.11.4.3 1.11.4.4 1.11.4.4.1
Surface Coat Phase 4:1000m Sub Base Course P209 Base Course P401 Surface Coat P401 Shoulder Construction Base Course
42
1.11.4.4.2
Surface Coat
Goa International Airport: Runway
Page 6
43
1.12
Goa International Airport: Runway
Taxiway Construction
Page 7
44
1.12.1
Phase 1:1250m
45 46 47 48 49
1.12.1.1 1.12.1.2 1.12.1.3 1.12.1.4 1.12.1.4.1
Sub Base Course P209 Base Course P401 Surface Coat P401 Shoulder Construction Base Course
50 51 52 53
1.12.1.4.2 1.12.2 1.12.2.1 1.12.2.2
Surface Coat Phase 2:1250m Sub Base Course P209 Base Course P401
54 55 56
1.12.2.3 1.12.2.4 1.12.2.4.1
Surface Coat P401 Shoulder Construction Base Course
57 58 59 60
1.12.2.4.2 1.12.3 1.12.3.1 1.12.3.2
Surface Coat Phase 3:1250m Sub Base Course P209 Base Course P401
61 62 63 64 65 66 67
1.12.3.3 1.12.3.4 1.12.3.4.1 1.12.3.4.2 1.12.4 1.12.4.1 1.12.4.2
Surface Coat P401 Shoulder Construction Base Course Surface Coat Phase 4:550m Sub Base Course P209 Base Course P401
68 69
1.12.4.3 1.12.4.4
Surface Coat P401 Shoulder Construction
70 71 72 73 74 75
1.12.4.4.1 1.12.4.4.2 1.13 1.14 1.15 1.16
Base Course Surface Coat Drainage Construction Pavement Marking Lighting Turfing and Landscaping
76
2
END
Activity Duration and Relationship Details Sl.no 1
Activity
Duration
GOA INTERNATIONAL AIRPORT RUNWAY
371 days
Goa International Airport: Runway
Predecessor Page 8
2
Preliminary Survey
5 days
3
Detailed Survey
10 days
2
4
Master Plan Layout Design Phase
10 days
3
5
Temporary Facilities Construction
6 days
4
6
Mobilization of Equipment
5 days
5
7
Mobilization of Hot Mix Plant
6 days
6FS+2 days
8
Mobilization of Ready Mix Plant
6 days
7
9
Fencing
12 days
8
10
Earthwork
50.13 days
11 12 13 14 15 16
Clearing and Grubbing
5 days
5
Excavation and Embankment Approval of GFC Drawings Runway Construction Phase 1:1000m Sub Base Course P209 Base Course P401 Surface Coat P401 Shoulder Construction Base Course Surface Coat Phase 2:1000m Sub Base Course P209 Base Course P401 Surface Coat P401 Shoulder Construction Base Course Surface Coat Phase 3:1000m Sub Base Course P209 Base Course P401 Surface Coat P401 Shoulder Construction Base Course Surface Coat Phase 4:1000m Sub Base Course P209
45 days 3 days 228.25 days 58.25 days 22 days 16 days 14 days 20.25 days 7 days 4 days 57 days 22 days 16 days 14.5 days 19 days 7 days 4 days 56 days 22 days 16 days 14 days 18 days 7 days 4 days 57 days 22 days
11 5,12 13,9
Base Course P401 Surface Coat P401 Shoulder Construction
16 days 14 days 19 days
37 38
Base Course Surface Coat Taxiway Construction
7 days 4 days
17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43
17 18 15 23 24 24 25 22 30 31 31 32 29
38 39 107.13 days
22 28
44
Phase 1:1250m
38 days
45
Sub Base Course P209
15 days
Goa International Airport: Runway
13 16 17
Page 9
46
Base Course P401
10 days
45
47
Surface Coat P401
9 days
46
48
Shoulder Construction
13 days
49
Base Course
7 days
46
50
Surface Coat
4 days
47
51
Phase 2:1250m
38 days
44
52
Sub Base Course P209
15 days
53
Base Course P401
10 days
52
54
Surface Coat P401
9 days
53
55
Shoulder Construction
13 days
56
Base Course
7 days
53
57
Surface Coat
4 days
54
58
Phase 3:1250m
38.88 days
44SS
59
Sub Base Course P209
15 days
60
Base Course P401
10 days
59
61
Surface Coat P401
9 days
60
62
Shoulder Construction
13.88 days
63
Base Course
7 days
60
64
Surface Coat
4 days
61
65
Phase 4:550m
31.13 days
51,58
66
Sub Base Course P209
10 days
67
Base Course P401
8 days
66
68
Surface Coat P401
7 days
67
69
Shoulder Construction
13.13 days
70
Base Course
6 days
67
71
Surface Coat
3 days
68
72
Drainage Construction
20 days
71
73
Pavement Marking
7 days
36
74
Lighting
10 days
73
Goa International Airport: Runway
Page 10
75
Turfing and Landscaping
30 days
72
76
E nd
0 days
1
Calendar Details There are 3 calendars in use, 1. Base 2012/2013 National Holiday Calendar(this calendar contains all the national holidays for the year 2012 and 2013, and serves as the base calendar for the formation of other calendars including the project calendar.) 2. Construction Calendar which has Mon-Sat Default Working Time (8.00-12.00,1 (8.00-12.00,13.00-1 3.00-17.00) 7.00) and Sunday Non Default Working Working Time (8.00-13.00). (8.00-13.00). and 3. Non Constructi Construction on Calendar which has Default working times except that Saturday is half day (8.00-12.00). The Construction Calendar is used for all actives concerning with the runway construction i.e. WBS code 1.11 and all its Sub Tasks. Whereas, the Non Construction Calendar is assigned to all activities except the WBS Code 1.11 and all its sub tasks.
Goa International Airport: Runway
Page 11
Resource Details
Goa International Airport: Runway
Material
Units
Rates
BC
C um
4,500.00 र 4,500.00
DBM
C um
5,500.00 र 5,500.00
WMM
Cu m
र 7,500.00 7,500.00
GSB
C um
र 8,000.00 8,000.00
CGI Sheeting
sqm
1,200.00 र 1,200.00
Tack Coat
sqm
150.00 र 150.00
Prime Coat
sqm
र 210.00 210.00
Page 12
Status Report as on 11/02/12 Overview
Goa International Airport: Runway
Page 13
Goa International Airport: Runway
Page 14
