Revised Drum Schedule-Sarusajai to Samaguri

=?able & System LS Cable & System Ltd. S-37, 3rd Floor, Green Park Main Market, New Delhi-I 1001 6, India Tel.: +9 1- 1 1-49203777 Fax : +91- 1 1-49203708

Date: JLIL.24,2014 Our Ref. LSCNS-ASEB-262

The Chief General Manager-HQ Assam Electricity Grid Corporation Ltd. Bijulee Bhawan, Paltan Bazar, Guwahati-781001

Kind Attention: - Mr. H.C.Phukan/CGM-HQ

Sub: Up gradation of Ground Wire to Optical Ground Wire (OPGW) on Turnkey Basis under ADB Financed Assam Power Sector Enhancement Investment Program (Loan No-2592-IND)

Ref: 1. COND/ADB/ASEB/OPGW/TRANCHE-II/PACKAGE-F/O1 and amendment no. 2 dated AUG. 16,2013

Submission of revised drum schedule of Sarusaiai-Samaguri link

Dear Sir,

This is reference t o the subject project.

Please find the enclosed revised drum schedule and BOQ of Sarusajai-Samaguri link.

You are requested to kindly approve the same and incorporate the changes by amendment in the contract quantity.

This is for your information and approval please.

Thanking you,

Yours Truly,

For LS C a M B Svstem Ltd

Route Lenqth & Drum Lenqth

Project :Upgradation of ground wire to Optical Gaund wire Link Name : Sarusajai-Samaguri link

Page 1 of I

Project :Upgradation of ground wire to Optical Gound wire

OPGW DRUM SCHEDULE Link Name : Sarusajai-Samaguri link

OPGW DRUM SCHEDULE

OPGW DRUM SCHEDULE Project :Upgradation of ground wire to Optical Gound wire Link Name : Sarusajai-Samaguri link

Unit : Length(m), Angle( " ) I I I I I I I I I

Horizontal I Ground I Tower I Down I Tower No. 1 Tower Type 1 I Span Length Route Length / Slope Length I ?$ I ,% I Splicing Length 1 Extra Elevation Height Lengm 1 Length Drum Length I OPGW I


Unit : Length@), Angle( ' )

Page 7 of 21

OPGW DRUM SCHEDULE Project :Upgradation of ground wire to Optical Gound wire

Horizontal I Tower No. I Tower Type I Angle I Span Length Link Name : Sarusajai-Samaguri link

Unit : Length(m), ~ n ~ l e ( " ) Ground

Elevation Tower Height

31.08

Route Length Slope Length Joint Box Down Lead

Length Splicing Length

Extra Length

OPGW Length Drum Length

OPGW DRUM SCHEDULE


Unit : Length(m), Angle( ' ) Down

Tower No. Tower Type Span Length Route Length Slope Length Angle t2 Splicing Extra OPGW Drum Length Elevation Height Length Length Length Lead Lenoth



Page 14 of 21


Unit : Length(m), Angle( ' )


Page 19 of 21


Unit : Length(rn), Angle( " ) Horizontal Span Length I Ground I Tower I Elevation Height Route Length Slope Length Box I I Down Splicing Extra OPGW Drum Length Lead I Length ILengthl Length I Lenath

Page 20 of 2


Unit : Length(m), Angle( ' ) Down Splicing Extra OPGW Drum Length Lead I Length 1 Length/ Length I Length

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BILL OF QUANTITY Project :Upgradation of ground wire to Optical Gound wire Link Name : Sarusajai-Samaguri link

Unit : Lenqth(m). Angle( " ) Tension Assembly

Double Double Dead Reinforcing Joint Clamp for FODP Tower S U S P ~ ~ S ~ O ~ Tension Tension with End set for Vibration Rod for Height [m] Assembly Tension Down (lndoor,48 Remarks without Joint Joint Box, Dead suspension Damper

with Joint Box, Pass tower with JB Damper End Box Lead F)

Box Through

Page 2 of 22


BILL OF QUANTITY Link Name : Sarusaiai-Samaguri link


Unit : Lenath(m), Angle( ' )

Tower No.

56 57

2 XB+O - 31.07 1 1

Tower Type

XB+O -

Span Length [ml

292.200

Tower Height [m]

30.96

Suspension Assembly

1

Vibration Damper

-

Double Dead End set for suspension

tower with JB

Tension Assembly

with Joint Box

Reinforcing Rod for Damper

Double Tension

without Joint Box, Pass Through

Joint Box

Tension with Joint Box, Dead

End

Clamp for Down Lead

FODP (Indoor,48

F) Remarks

-


BILL OF QUANTITY Link Name : Sarusajai-Samaguri link

Page 7 a


Unit : Len th m' - Clamp for FODP Joint Down (lndoor,48 Box Lead F)

Remarks


Tower No. Tower Type Span Length Tower Suspension [ml Height [m] Assembly Double

tower with JB

Vibration Damper


Clamp f o ~ Joint Down Box Lead

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113

114

-

XB+O --

XB+O

309.230 320.192 305.436

30.94

30'65 1 1 ------

1 4 4 2

2 1

2 1

-

15


Unit : Lenpth(m), Angle( ' ) Tension Assembly

Tower No.

115

-- 320.846 4 2 131 XB+O 31.12 1 - 320.782 4 2

132 XB+O 30.87 1 259.202 2 1

Tower Type

XB+O

Span Length [ml

Tower Height [rn]

31.05

Suspension Assembly

1

with Joint Box


tower with JB

Double Tension


Vibration Tension with Joint Box, Dead

End


Joint Box

Clamp for Down Lead

FODP (Indoor,48

F) Remarks


. . .. . .. . . . . . " .

Tower No.

153 --

154

155 --

156 p-

157

158 159

Tower Type

XB+O XB+O XB+O XB+O XB+O

--

XB+O --

XB+O

Span Length [ml

316.291 -

31 6.989 31 5.839 319.928 319.214 -

263.1 66 317.074

160 --

161

30.97 30.83

31.64

Tower Height [m]

31.05

31.12

31.11 32.01 31.08 31.04 31.13

XB+O XB+O

--

I

1

-

316.938 -

314.313 302.461 - 31.20

320.866 - 30.90

300.274 30.69

313.003

1

1 1

1

1

1

I

1

1

Suspension Assembly

1

1

1

1

1

1

1

166

167 168 169

unlt : Lengtn(m), Angle( )

1

X B+O --

X B+O XB+O XB+O

4 2 4 2----

---

2 I 4 2 - -

-

---

------

------

------

295.059 170 X B+O

282.425 171 XB+O 280.066

4

4 1 16

---

---

----

31.36

31.16

-

303.299

286.640 31 2.944 -

FODP (lndoor,48

F)

2----

Tension with Joint

Box

30.97 30.93 31.70 31.1 1


tower with JB Remarks

4

4 4

4

2

4

------

------

Tension Double Tension


------

Vibration Damper

4

---

---

-----

Assembly

Tension with Joint Box, Dead

End


-

Joint Box

Clamp for Down Lead


Tower No. Tower Type Span Length Tower Suspension [ml Height [m] Assembly

Unit : Length(m), Angle( " ) Tension Assemblv

Double Double Dead End set for Vibration Reinforcing Clamp for FODP Tension Joint Down (lndoor,48 Remarks Rod for Box

with Joint suspension Damper

tower with JB Damper Lead Box, Pass F) Throuah


Span Length Tower Suspension Tower No. Tower Type [ml Height [m] Assembly

Tension Assemblv Double

Tension

Throuah


tower with JB

Vibration Damper

Reinforcing Joint Rod for Box Damper

Unit : Length(m), Angle( " ).

Clamp for FODP Down (Indoor,48 Remarks Lead F)

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Tower No. Tower Type Span Length [ml

Page 18 of 22


Tension Assembly Double Double Dead Reinforcing Joint Tower No. Tower Type Span Length Tower Suspension Tension Tension with End set for Vibration Rod for [ml Height [m] Assembly without Joint Joint Box, Dead suspension Tension Damper Box with Joint Box, Pass End tower with JB Box Through

- . .

Page 19 of 22


Tower Height [m]

Suspension Assembly

Unit : Length(m), Angle( " ) 1 Tension Assembly

h , I ImJble I I Do1 1 ~ b l e Dead YUUVICi Reinforcing Clamp for FODP Joint Tension Tension with End set for Vibration Rod for Tension Down (lndoor,48 Remarks without Joint Joint Box, Dead Suspension Damper Damper with Joint Box, Pass End tower with JB Lead

Box F)

Box Through

Revised Drum Schedule-Sarusajai to Samaguri

Documents

length link

optical gound wire link

optical ground wire

upgradation of ground

optical gaund wire link

sarusajaisamaguri link

sarusajaisamaguri link

optical gound wire horizontal