Project Management Civil Engineering
Resume:
CURRICULUM VITAE
Hanif A. Multani
Aurora, Denver,
Colorado- 80013 USA,
Objective
To gain an opportunity in the field of construction to utilize my Capabilities in Technical know – how Execution, Quality and Project Management to achieve mutually beneficial goals with the organization. Personal Information
Father’s Name : Ahmedbhai K. Multani
Date of Birth : 27/03/1976
Contact Number : +1-720-***-****
Marital Status : Married
Passport Number : U-6647198
Educational Qualification: -
Passed Secondary School Certificate Examination (Xth) from Gujarat Secondary Education Board,
(GANDHINAGAR) with Technical subject with 71% in the year 1991.
Passed Higher Secondary Certificate Examination (XIIth) from Gujarat Secondary Education Board,
(GANDHINAGAR) with 46.1% marks in the year 1995.
Passed Diploma of Civil Engineering from Technical Examination Board, Gujarat State, and Gandhinagar with First Class Distinction 75.20% marks in the year 1997.
Passed Bachelor of Engineering in its Civil Branch from Gujarat University, Ahmadabad in L.D. Engineering College with first class 65% mark in the year 2001
Passed Master of Engineering in its Civil Branch from Swami Vivekananda University, Sagar
(Madhya Pradesh) College with first division in the year 2017. Career Path : More than 23 years experiences in Infrastructure, Industrial Construction.
Experience :
1) Name of Company : Artefact Infra Pvt Ltd.
Period of Company : From 01st January 2024 to Till date. Post Held : Bridge Engineer (O & M Project).
Project : Independent engineer services for operation and maintenance stage and balance construction work for four laning of Bhavnagar - Talaja section of NH - 51 from km.07.090 to km 53.585 (design ch. from km 6.945 to km 54.990) (pkg-1) through hybrid annuity mode in the state of Gujarat. Project Cost : RS 819.00 Cr. (O & M Project)
Client : National Highway Authority of India
Concessionaire : M/s Sadbhav Bhavnagar Highways Ltd. (Owned & Managed by Kalthia Engineering and Construction Limited).
Bridge Rehabilitation / Repair Details:
• Major Bridge at Km. 50.660, Length: 240 m, Span arrangement: 24 10 m, Superstructure: PSC Girder and Foundation: Well Foundation.
2) Name of Company : M/s. Feedback Infra Private Limited Period of Company : From 24th April 2019 to 30th November 2023. Post Held : Bridge/Structural Engineer.
Project : Independent Engineer Services for Completing Six Laning of Bagodara- Tarapur - Vasad Road Km 00+000 to Km 101+900 (SH-8) in the state of Gujarat on DBFOMT – Modified Annuity Basis
(Total length – 101.900 Km)
Project Cost : Rs 2144 Cr. (Approx)
Client : GSRDC, Gandhinagar.
Concessionaire : RKC Infra built (Tarapur -Vasad) Road Project Pvt. Ltd Structure Details - Pkg-01
Sr
No
Type of
Structure
Chainage Span
Types of
Foundation
Types of Sub
Structure
Types of Super Structure
1 Canal MNB 0+744 5 * 4.00 Raft wall Deck Slab
2 PUP 05+552 1*7.00*3.50 Raft wall Deck Slab
3 VUP 09+000 1*20.00*5.50 Pile RCC Abutment Voided Deck slab 4 VUP 09+250 1*14.00*6.35 Raft wall Deck Slab
5 ROB 09+368 2*15+1*24.0 Pile
RCC Pier &
Abutment
Railway Span Steel Girder with
Deck Slab and Other two span
RCC Girder with Deck slab
6 VUP 09+620 1*14.00*6.35 Raft wall Deck Slab
7 VUP 15+506 1*20.00*5.50 Pile RCC Abutment Voided Deck slab 8
Major
Bridge
17+279
(Selovo)
8*21.34=170.72
mt
Pile
RCC Pier &
Abutment
RCC Girder with Deck slab
9 PUP 17+935 1*7.00*3.50 Raft wall Deck Slab
10 CUP 22+720 1*6.00*3.50 Raft wall Deck Slab
11
Major
Bridge
27+732
(Andheri)
5*21.34=106.70
mt
Pile
RCC Pier &
Abutment
RCC Girder with Deck slab
12
Major
Bridge
30+706
(Sabarmati)
17*24.5=416.50
mt
Pile
RCC Pier &
Abutment
RCC Girder with Deck slab in
RHS and Steel Girder with
deck slab in LHS
13 VUP 31+616 1*20.00*5.50 Pile RCC Abutment PSC Girder with Deck slab 14 CUP 37+790 1*6.00*3.50 Raft wall Deck Slab
15 CUP 39+220 1*6.00*3.50 Raft wall Deck Slab
16 CUP 44+256 1*6.00*3.50 Raft wall Deck Slab
17 PUP 48+722 1*7.00*3.50 Raft wall Deck Slab
18 VUP 50+440 1*20.00*5.50 Pile RCC Abutment PSC Girder with Deck slab 19 Canal MNB 53+740 3 X 4.0 X 2.50 Raft wall Deck Slab Structure Details - Pkg-02
Sr
No
Type of
Structure
Chainage Span
Types of
Foundation
Types of Sub
Structure
Types of Super Structure
1 55+750 PUP 1 x 7.0 x 3.5 m Raft wall Deck Slab
2 57+769 MNB 4 x 5.45 x 4.864 Raft wall Deck Slab
3 59+145 LVUP 1 x 14.0 x 5.37m Raft wall Deck Slab 4 59+647 ROB
( 1 x 14.531) +
(1 x 22.669 ) +
(1 x 14.531 )
Pile
RCC Pier &
Abutment
Railway Span Steel Girder with
Deck Slab and Other two span
RCC Girder with Deck slab
5 59+850 VUP 1 x 14.0 x 7.13m Raft wall Deck Slab
6 62+471 LVUP 1 x 12.0 x 4.0 m Raft wall Deck Slab 7 64+610 VUP 1 x 12.0 x 5.5 m Raft wall Deck Slab
8 67+100 PUP 1 x 7.0 x 3.5 m Raft wall Deck Slab
9 68+855 CUP 1 x 10.0 x 3.5 m Raft wall Deck Slab
10 69+814 VUP 1 x 20.0 x 5.5 m Pile RCC Abutment PSC Solid Deck slab 11 71+330 VUP 1 x 20.0 x 5.5 m Raft Box Type PSC Girder with Deck slab 12 72+130 VUP 1 x 14.0 x 6.35m Raft wall Deck Slab 13 72+482 ROB 1 x 25.00 m Pile RCC Abutment Steel Girder with Deck Slab 14 72+590 VUP 1 x 14.0 x 6.35m Raft wall Deck Slab 15 74+010 PUP 1 x 7.0 x 3.5 m Raft wall Deck Slab
16 75+969 MNB-
6.7+ 2 X 6.5 + 2
X 6.3
Raft wall Deck Slab
17 76+242 LVUP 1 x 12 x 4.5 Raft wall Deck Slab
18 82+535 VUP 1 x 24.0 x 5.5 m Raft Box Type PSC Girder with Deck slab 19 83+385 PUP 1 x 7.0 x 3.5 m Raft wall Deck Slab
20 84+075 MNB 3 x 3.0 x 3.0 Raft wall Deck Slab
21 84+075 VUP 1 x 24.0 x 5.72m Raft Box Type PSC Girder with Deck slab 22 85+247 PUP 1 x 7.0 x 3.5 m Raft wall Deck Slab
23 87+700 PUP 1 x 7.0 x 3.5 m Raft wall Deck Slab
24 88+449 PUP 1 x 7.0 x 3.5 m Raft wall Deck Slab
25 92+737
Ashodar
Flyover
3 x 31.0 x 5.5 m
Raft in
Abutment
and Pile in
Pier
RCC Abutment
& Pier
PSC Girder with Deck slab
26 92+861 VUP 1 x 12 x 5.5 Raft wall Deck Slab
27 93+377 PUP 1 x 7.0 x 3.5 m Raft wall Deck Slab
28 95+832 PUP 1 x 7.0 x 3.5 m Raft wall Deck Slab
29 100+634 ROB (1x36) + (1x17) Pile
RCC Pier &
Abutment
Railway Span Steel Girder with
Deck Slab and Other span
RCC Girder with Deck slab
30 100+700 VUP 1x10.70x5.50m Raft wall Deck Slab
31 100+852 PUP 1 x 5.5 x 3.1 m Raft wall Deck Slab 3) Name of Company : M/s. L.N. Malviya Infra projects Pvt. Ltd joint venture S.P.Infra solution Pvt. Ltd.
Period of Company : From 16th March 2018 to 20th April 2019. Post Held : Bridge/Structural Engineer.
Project : Consultancy Services for Supervision of Project of (A) (Package) Construction of four lane road of Tilakwada – Devalia Chowkdi – Road km 50/0 to 68/427 and Garudeshwar Chowkdi to Kevadiya Colony Road Km 8/0 to 14/4 & (B) Construction of four lane Road of Ankleshwar – Zaghadiya Rajpard – Pratanagar – Rajpipla Road K.M 44/0 to 62/400 (Section Tavdi to Rajpipla) Dis. Narmada in the state of Gujarat on (EPC) Contract mode.
(Total length – 43.227 Km)
Project Cost : EPC Project - Rs 245 Cr. (Approx)
Client : R & B Division, Rajpipla.
EPC Contractor : RKC Infrabuilt Pvt. Ltd and Rakesh construction Pvt Ltd (JV) Bridge Details:
• Karjan Major Bridge at Ch. 61+700 (RHS), Length: 264.00 m, Span arrangement: 2 18 m + 6 38 m, Foundation: Pile and Raft foundation, Superstructure: PSC girder and deck slab.
• Ashwini Major Bridge at Ch.55+400 (LHS), Length: 96.00 m, Span arrangement: 2 12 m + 3 24 m, Foundation: Pile and Raft foundation, Superstructure: RCC girder and deck slab.
• Gabana Major Bridge at Ch.10+500 (LHS) 4 Lane, Length: 186.00m, Span arrangement: 6 x 31 m, Foundation: Pile and Raft foundation, Superstructure: Steel Girder and RCC deck slab with Pylon and Aesthetic Cable stay.
• 23 nos. Minor Bridge and 46 nos. Box Culverts – Single cell / double cell with approach slabs.
• 22 nos. Pipe Culverts (900mm & 1200 mm with RCC head wall & wing wall)
• Cantilever Retaining walls of varying heights from 2 m to 6 m.
• Closed drains of 1.5 m width.
Bridge Rehabilitation / Repair Details:
• Karjan Major Bridge at Ch. 61+700 (RHS), Length: 264.00 m, Span arrangement: 2 18 m + 6 38 m, Foundation: Pile and Raft foundation, Superstructure: PSC girder and deck slab.
• Ashwini Major Bridge at Ch.55+400 (LHS), Length: 96.00 m, Span arrangement: 2 12 m + 3 24 m, Foundation: Pile and Raft foundation, Superstructure: RCC girder and deck slab. 4) Name of Company : M/s. Redecon (INDIA) Privet Limited. Period of Company : From 23rd March 2017 to 15th March 2018. Post Held : Bridge/Structural Engineer.
Project : Widening from two lane to four lane with paved shoulder and strengthening of existing pavement between Km 459/500 to 483/500 (Road connecting statue of Unity) Devaliya to Rajpipla including reconstruction of old & narrow minor bridges on NH-56 on EPC mode, in the state of Gujarat”
(Total length – 24.0 Km)
Project Cost : EPC Project - RS 98.7 Cr. (Approx)
Client : National Highway Authority of India
EPC Contractor : Classic Network Pvt.Ltd. and Backbone Enterprise Ltd. (JV) Bridge Details:
• 03 nos. Minor Bridge span (1 x 24m), (3 x 12m) & (2 x 12m) and 21 nos. Box Culverts – Single cell / double cell with approach slabs.
• 26 nos. Pipe Culverts (900mm & 1200 mm with RCC head wall & wing wall)
• Cantilever Retaining walls of varying heights from 2 m to 6 m.
• Closed drains of 1.5 m width.
Bridge Rehabilitation / Repair Details:
• Narmada Major Bridge at Ch. 469+500 (RHS), Length: 494.00 m, Span arrangement: 13 38 m, Foundation: Pile and Raft foundation, Superstructure: PSC girder and deck slab. 5) Name of Company : Consulting Engineers Group Ltd. Period of Company : From 11th July 2016 to 16th March 2017 Post Held : Bridge Engineer (Additional COS work). Project : Six Lanning of Surat-Dahisar Section of NH-8 from Km.263.00 to 502.00 in states of Gujarat and Maharashtra BOT project (Toll) on DBFO pattern under NHDP phase-V.
Project Cost : RS 1693.00 Cr. (O & M Project and Addition Structure work) Client : National Highway Authority of India
Concessionaire : IRB Surat Dahisar Toll way Pvt. Ltd. EPC Contractor : M/S Modern Road Makers Pvt. Ltd.
Bridge Rehabilitation / Repair Details:
• Varsova Major Bridge at Km. 497+500, Length: 600.50 m, Span arrangement: 15 40 m, Superstructure: PSC Box Girder and Foundation: Well Foundation. External Stressing with inner side FRP with pressure grouting work in Box type PSC Girder in middle two spans.
• Major Bridge on Purna River at Km. 282.927, Length: 313.20 m, Span arrangement: 9 34.80 m, Superstructure: PSC Girder and Foundation: Pile Foundation.
• Major Bridge on Ambika River at Km. 298.287, Length: 236.3 m, Span arrangement: 2 13 m + 5 42.06 m, Superstructure: PSC Girder and Foundation: Pile Foundation.
• Major Bridge on Mindhola Creek at Km. 271.684, Length: 88.31 m, Span arrangement: 1 26.68 m + 1 35.05 m + 1 26.58 m, Superstructure: Composite Steel Structure and Foundation: Well Foundation.
• Major Bridge on Baleshwar Creek at Km. 266.275, Length: 69.95 m, Span arrangement: 1 18.70 m + 1 33.10 m + 1 18.15 m, Superstructure: Composite Steel Structure and Foundation: Well Foundation. 6) Name of Company : Aarvee Associated Architecture Engineers and consultant Pvt. Ltd. Period of Company : From 16th June 2012 to 8th July 2016. Post Held : Bridge/Structural Engineer.
Project-1 : Independent Engineer for the work of Six laning of Ahmedabad – Vadodara Section of NH-8 from Km. 6.400 to 108.700 (Length 102.300 Km.) under NHDP Phase – V on Design Built Finance Operate Transfer (DBFOT). Project-2 : Independent Engineer for the work of Improvement of existing Ahmedabad
– Vadodara Expressway from Km. 93.302 in the state of Gujarat (Length 93.202 Km.) under NHDP Phase – V on Design Built Finance Operate Transfer (DBFOT).
Both Project Cost : RS 4880.00 Cr.
Client : National Highway Authority of India
Concessionaire : IRB Ahmedabad – Vadodara Super Expressway Pvt. Ltd. EPC Contractor : M/S Modern Road Makers Pvt. Ltd.
Bridge Details:
Major bridge on River Mahi, Length: 556m, Span arrangement: 33 16 m + 2 14m, Foundation: Well foundation, Superstructure: PSC girder’
Mini River Bridge at Km. 98+723, Length: 61.80m, Span arrangement: 2 14.90 m + 1 32 m, Foundation: Pile foundation, Superstructure: PSC Girder with Deck Slab.
Ranoli flyover at Km. 102+555, Length: 86.00 m, Span arrangement: 1 20 m + 1 46 m + 1 20 m, Foundation: Pile and Raft foundation, Superstructure: PSC girder and deck slab.
GSFC flyover at Km. 105+514, Length: 95.04 m, Span arrangement: 1 30.02 m + 1 35 m + 1 30.02 m, Foundation: Pile and Raft foundation, Superstructure: PSC girder and deck slab.
• Dhumad flyover at Km. 108+86, Length: 81.04 m, Span arrangement: 1 35.52 m + 1 35.5 m + 1 10.02 m, Foundation: Pile and Raft foundation, Superstructure: PSC girder and deck slab
• ROB at Km. 65+545, Length: 48.15 m, Span arrangement: 1 10.95 m + 1 37.2 m, Foundation: Pile foundation, Superstructure: PSC & Steel plate girders and deck slab
• ROB at Km. 75+425, Length: 45.254 m, Span arrangement: 1 31.2 m + 1 14.054 m, Foundation: Pile foundation, Superstructure: PSC & Steel plate girders and deck slab
• ROB at Km. 106+475, Length: 75.60 m, Span arrangement: 3 25.2 m, Foundation: Pile foundation, Superstructure: PSC & Steel plate girders and deck slab. Bridge Rehabilitation / Repair Details:
Mini River Bridge at Km. 98+723, Length: 61.80m, Span arrangement: 2 14.90 m + 1 32 m, Foundation: Pile foundation, Superstructure: PSC Girder with Deck Slab.
Major bridge on River Mahi, Length: 556m, Span arrangement: 33 16 m + 2 14m, Foundation: Well foundation, Superstructure: PSC girder
7) Name of Company : Intercontinental Consultants and Technocrats Pvt. Ltd. Period of Company : From 13th April 2009 to 15th June 2012. Post Held : Assistant Bridge Engineer.
Project : Six Lanning of Surat - Dahisar Section of NH-8 from Km.263.00 to 502.00 in states of Gujarat and Maharashtra BOT project (Toll) on DBFO pattern under NHDP phase-V.
Project Cost : RS 1693.00 Cr.
Client : National Highway Authority of India
Concessionaire : IRB Surat Dahisar Toll way Pvt. Ltd. EPC Contractor : M/S Modern Road Makers Pvt. Ltd.
Bridge Details:
• Flyover at Gandeva at Km. 300.400, Length: 95.44 m, Span arrangement: 2 31.82 m + 1 31.8m, Superstructure: PSC Girder, Foundation: Pile Foundation
• Minor Bridge at Kanai Khadi at Km. 291.684, Length: 52.30 m, Span arrangement: 1 52.30 m, Superstructure: PSC Girder and Foundation: Open Foundation
• Minor Bridge at Rayam Khadi at Km.267.416, Length: 27.15 m, span arrangement: 1 27.15. Superstructure: PSC Girder and Foundation: Open Foundation
• Flyover at Vesma at Km. 275.700. Length: 31.10 m. Span arrangement: 2 15.55 m. Superstructure: RCC Box Girder and Foundation: Open Foundation
• Flyover at Padgah at Km. 280.400, Length: 31.10 m, Span arrangement: 2 15.55 m, Superstructure: RCC Box Girder and Foundation: Open Foundation
• Flyover at Sisodra at Km. 287.700, Length: 31.10 m, Span arrangement: 2 15.5 m, Superstructure: RCC Box Girder and Foundation: Open Foundation.
Bridge Rehabilitation / Repair Details:
• Major Bridge on Purna River at Km. 282.927, Length: 313.20 m, Span arrangement: 9 34.80 m, Superstructure: PSC Girder and Foundation: Pile Foundation
• Major Bridge on Ambika River at Km. 298.287, Length: 236.3 m, Span arrangement: 2 13 m + 5 42.06 m, Superstructure: PSC Girder and Foundation: Pile Foundation
• Major Bridge on Mindhola Creek at Km. 271.684, Length: 88.31 m, Span arrangement: 1 26.68 m + 1 35.05 m + 1 26.58 m, Superstructure: Composite Steel Structure and Foundation: Well Foundation
• Major Bridge on Baleshwar Creek at Km. 266.275, Length: 69.95 m, Span arrangement: 1 18.70 m + 1 33.10 m + 1 18.15 m, Superstructure: Composite Steel Structure and Foundation: Well Foundation 8) Name of Company : Aarvee Associates Engineers & consultancy Period of Company : From 1st June 2007 to 31st March 2009. Post Held : Assistant Bridge Engineer (Structure)
Project : BOT (Annuity) Four lanes NHAI Project of both Gujarat – Rajasthan States. Design, Engineering, Construction, Development, Finance, Operation & Maintenance of Km 340+000 to 264+000 on Palanpur to Swaroopganj Section on NH-14 in the States of Gujarat & Rajasthan. Project Cost : B.O.T. Project, RS 498.00 Cr.
Client : National Highways Authority of India
Contractor : Larson & Toubro ltd. (L&T)
Bridges Details:
• Major Bridge at Km. 282.535, Length: 105 m, Span arrangement: 5 21 m, Superstructure: PSC Girder and Foundation: Open Foundation.
• Major Bridge at Km. 288.265, Length: 72 m, Span arrangement: 3 24 m, Superstructure: PSC Girder and Foundation: Open Foundation.
• ROB at Km. 282.979, Length: 40.85 m, Span arrangement: 1 40.85 m, Superstructure: PSC Girder and Foundation: Open Foundation
• Flyover at Km. 296.065, Length: 174.2 m, Span arrangement: 4 43.55 m, Superstructure: PSC Box Girder and Foundation: Open Foundation
• Minor Bridge at Km. 293.240, Length: 32.4 m, Span arrangement: 2 16.2 m, Superstructure: PSC Girder and Foundation: Open Foundation
Bridge Rehabilitation / Repair Details:
• Major Bridge at Km. 302.245, Length: 67.5 m, Span arrangement: 5 13.5 m, Superstructure: PSC Girder and Foundation: Open Foundation
9) Name of Company : Dineshchandra R. Agrawal Infracon Pvt Ltd., Vadodara Period of Company : From 24th April 2005 to 31st May 2007. Post Held : Senior Bridge Engineer (Structure)
Project : Detail Project Report with widening and strengthening of SH-06, Vadodara- Padra - Jambusar (Km.8+400 to 53+124) Contract NO. GSHP/9A, Gujarat State Highway Project.
Project Cost : 70.6 Cr.
Client : Road & Building Department
Contractor : Dineshchandra R. Agrawal Infracon Pvt.Ltd., Vadodara Structure Details:
6 Minor Bridges of lengths: • 6 m x 3.2 m (4 vents) • 4 m x 5 m (2 vents) • 4 m x 11.5 m (2 vents) • 4 m x 11.5 m (2 vents) • 4 m x 1.5 m (2 vents) • 4 m x 2.5 m (3 vents)
• 24 Box Culverts – Single cell / double cell with approach slabs.
• 46 Pipe Culverts (Día 750 mm, 900 mm & 1200 mm with RCC head wall & wing wall)
• Cantilever Retaining walls of varying heights from 2 m to 6 m.
• Closed drains of 1.5 m width.
• Detailed Project Report Work Like Soil Investigation, Material procurement, Land acquisition, Encroachment, ROW, Hydrologic survey for Structure work, Bore log for Major Structure work etc. 10) Name of Company : Stress Create India Ltd., Mumbai Period of Company : From 01st June, 2001 to April - 2005 Post Held : Senior Bridge Engineer (Structure)
Project : Construction of Railway over bridge at Hasanpura Railway Crossing, Jaipur. An Asia Development bank (loan No. 1647 IND).
Project Cost : 11.00 Cr.
Client : R.U.I.D.P
Contractor : Stress Create India Ltd., Mumbai
Bridge Details: Length of the ROB: 400 m, Span arrangement: 20 20 m, Superstructure: PSC Girder and Foundation: Pile Foundation
Computer Knowledge : Computer Application, MS-Office and Internet Surfing. Job Profile : Review the Drawings, Design, status, Progress, Quality & Safety of construction including work Methodology adopted, Material used & their Sources & Conformity of Construction work with the Scope of the Project & Specification & Standards. Supervision of all sites related activities that is Precast Unit, R.O.B, Major Bridges, Minor Bridges, VUP, LVUP, PUP, CUP, RE Wall, RCC Box Culverts and Pipe Culverts etc.
Ambition : Advancement of the career should be in rising limps and to become an excellent engineer/manager.
HANIF A. MULTANI
From. 19571, E Hampden PL, Aurora, Denver, Colorado- 80013, USA
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