Power Transmission & Distribution Project LARSEN & TOUBRO LIMITED ECC DIVISION .

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Power Transmission & Distribution Project LARSEN & TOUBRO LIMITED

ECC DIVISION

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LARSEN & TOUBRO LIMITED

L&T was founded in Bombay (Mumbai) in 1938 by two Danish engineers, Henning Holck-Larsen and Soren Kristian Toubro.

L&T is a technology, engineering, construction, technology, manufacturing and financial services company.

In 1944, ECC was incorporated by the partners; the company at this time was focused on construction projects (Presently, ECC is the construction division of L&T)

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Project Overview

The following 765 kv transmission lines associated with Rihand-III & Vindhyachal –IV Transmission system includes two tower packages:-

Tower package- P219-TW11 150Km Gwalior- Jaipur 765 kV S/C Transmission line, Part-I

Tower package- P219-TW12 150Km

Gwalior- Jaipur 765 kV S/C Transmission line, Part-II

Generation

Transmission

Distribution

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Salient Aspects of the ProjectName of the Project: - 765 kV S/C Gwalior – Jaipur (PART-II) Transmission Line Project

Client: - PGCIL (Power Grid Corporation Of India Ltd., New Delhi)

Contractor:- M/S LARSEN & TOUBRO Ltd., Chennai

Project duration: - 24 Months

Start date: - 24-03-2011

End date: - 30-03-2013

Total Cost Of Contract : - Rs 78,04,62,752/- ( Rupees Seventy Eight Crore Four Lacks Sixty Two Thousand Seven Hundred

Fifty Two Only)

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Project Route

Gwalior

Gangapur

Lalsot

Kothun

Phagi

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Towers

The transmission towers are self –supporting hot dip galvanized lattice steel.

Type designed to carry the line conductors with necessary insulators, earth wires and all fittings

under all loading conditions.

The tower should be fully galvanized using mild steel or high tensile steel sections as specified. Bolts and

nuts with spring washer are to be used for connection.

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Different Tower Sections

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Height Of A Transmission Tower1. Minimum permissible ground clearance (H1)2. Maximum sag of the conductor (H2)

3. Vertical spacing between top and bottom conductors (H3)

4. Vertical clearance between ground wire and top conductor (H4)

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Classification of TowersType Of Tower Deviation Limit Typical Use

A 0 deg. To be used as suspension tower

B 0 deg.-15 deg. Tension tower for Earth wire.

C 15 deg.-30 deg. To be used as section tower & for transposition of transmission lines.

D 30 deg.-60 deg. Anchor tower for river crossing

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Purpose Of Using Different Tower

1. Tangent Suspension tower and it is generally A – type tower.2. Angle tower or tension tower or sometime it is called section tower. All B, C and D types of transmission towers come under this category.

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Parts Of Transmission Tower

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Work Methods

Route alignment & SurveySoil Investigation

FoundationTower Erection

StringingTesting and commissioning

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Role Of Route Alignment & Survey

The routing of the transmission line is most economical from the point of view of construction and maintaince. Thus optimal route should be used.

Routing of transmission line through protected/reserved forest area should be avoided.

The route should have minimum crossings of Major river, Railway lines, National/State highways.

The number of angle points should be minimum.

It is preferable to utilize level ground for the alignment.

Crossing of power lines should be minimum.

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Role Of Soil For The Foundation

Normal Dry

Sandy Dry SoilWet

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Role Of Stringing

1.The machine is suitable to string one rope or one

conductor.2.The bull-wheel grooves

are made up of high resistance interchangeable

nylon sectors.3.The machine is

completely electronically controlled.

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Types Of Insurance Required

Automobile Third Party Liability

Liability Workmen’s

Compensation

Marine insurance for

supply Employer’s

Liability Installation

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Safety Systems And Safety Indices

Objectives

Establish and define chain of command for resolution of all hazards prevention issues

Define individual hazards prevention and safety promotion responsibilities at each level of the construction team.

Identifying highly hazardous operations within the scope of work and specify integrated preventive measures to mitigate the same.

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Safety Statistics of June 2013S.NO DESCRIPTION NUMBER MAN-

HOUROT PERFORMED TOTAL

1 Company Staff 17 6052 Not Applicable 6052

2 Departmental Workmen (including regular supply)

71 15336 9940 25276

3 Subcontractor's Workmen (including security personnel)

165 35640 23100 58740

GRAND TOTAL OF MANHOURS WORKED DURING THE MONTH

90068

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MPCS and Reporting Systems

Schedule of Construction program

Schedule of Invoice

Schedule of Milestone events

Schedule of Plant & Machinery

Schedule of Staff

Schedule of labour

Schedule of Material requirements

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Major Constraints For The Transmission Line Project

ROW Problems

Tree Cutting

Shut Downs

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Thank u