sor analysis 2018 - mizoram · sor committee, p&e department government of mizoram mizoram :...

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GOVERNMENT OF MIZORAM

POWER & ELECTRICITY DEPARTMENT

SOR ANALYSIS

2018

SOR ANALYSIS : 2018

Published by

Engineer-In-Chief

Power & Electricity Department

Government of Mizoram

Mizoram : Aizawl

Copyright reserved by the publisher

1st Impression : May 2015, Copies : 500

2ndImpression : February 2017 Copies : 500

Layout Design :

SOR Committee, P&E Department

Government of Mizoram

Mizoram : Aizawl

All right reserved. No part of this publication may be reproduced, stored in a

retrieval system or transmitted in any form or by any means, electronic,

mechanical, photocopy, recording or otherwise without the prior permission of

the publisher

Printed at :

DETAILED

ANALYSIS

(for New Works)

Sl. No Contents Page No.

1 General Guidelines 5-7

1 Pole Erection 11-13

2 Cross Arm Fitting 14-21

3 Fitting of Disc Insulators 22

4 Stay Set Erection 23-24

5 Conductor Stringing 25-26

6 Earthing 27

7 Fitting of Lightining Spike and Lightning Arresters 28

8 Transformer Installation 29-35

9 Placing of Distribution Transformer 36

10 Laying and Fitting of Cables 37-41

11 Protection of Distribution Transformer 42-44

12 Fencing of Distribution Transformer 45

13 Installation of Meters 46-47

14 Street Lighting 48

15 LT Aerial Bunched Cables 49

16 11 kV Aerial Bunched Cables 50

17 Installation of 33kV equipment 51-52

18 Installation of Power Transformer 53

19 Cabling 54-55

20 Installation of C & R Panel 56

21 Installation of Battery & Charger 57

22 33kV Sub-Station Fencing 58

23 Graveling 59

24 Cable Trench 60

1 Pole Dismantling 63

2 Cross Arm Dismantling 64-66

3 Dismantling of Disc Insulators 67

4 Stay Set Dismantling 68

5 Conductor Dismantling 69

1 Transportation Cost 73-78

2Approximate Unit Weights of Lines and Distribution

Transformers 79-81

3 Drawings 85-135

SCHEDULE - III (Dismantling Works)

SCHEDULE - IV (Misc.)

INDEX

SCHEDULE - I

SCHEDULE - II (New Works)

Sl. No Items Unit Rate/Unit

1001 Labour Skilled-I manday 380.00

1002 Labour Skilled-II manday 310.00

1003 Labour Semi-Skilled manday 250.00

1004 Labour Un-skilled manday 220.00

1005 Concrete Mixture 7-10tph Per Hour 270.00

1006 Niddle Vibrator Per Hour 101.00

1101

Swaged Steel Pole with base plate of thickness 6mm and

size of 200mmx200mm square welded at the bottom and

with pole cap of 6mm thick to be welded at the top

conforming to IS 2713/1980 or the latest version thereof

410 SP-17 of overall length 8.50m

No 9,011.25

1102






No 12,656.25

1103






No 13,061.25

1104






No 18,832.50

1105 Pre stressed Concrete Pole: 8.5m No 5,828.00

1106 Pre stressed Concrete Pole: 9.75m No 8,190.00

1107

Galvanised Swaged Steel Pole with base plate of

thickness 6mm and size of 200mmx200mm square

welded at the bottom and with pole cap of 6mm thick to

be welded at the top conforming to IS 2713/1980 or the

latest version thereof 410 SP-17 of overall length 8.50m

No 13,233.00

1108






No 17,640.00

1109






No 19,179.00

BASIC AND TRANSPORTATION RATES

Page 1 of 15


1110

Galvanised Swaged Steel Poles with base plate of



be welded at the top con forming to IS 2713/1980 or the

latest version thereof 410 SP-58 of overall length

12.00m

No 27,654.00

1201

Hard drawn standard aluminium conductors

conforming to IS 398(Part-I) with amendment No. 1, 2

and 3 or the latest version thereof bearing ISI mark

:Conductor AAC,7/3.10 mm Ant

Km 59,881.00

1202




:Conductor AAC,7/2.91 mm Gnat

Km 31,889.00

1203




:Conductor, AAC,7/3.91 mm Grasshopper

Km 89,420.00

1204

Hard drawn standard aluminium conductors galvanized

steelwire reinforced conforming to IS 398(Part-II) with

amendment No. 1, 2 and 3 or the latest version thereof

bearing ISI mark :ACSR 6/1/4 mm Racoon

Km 85,049.00

1205

Hard drawn standard aluminium conductors galvanized

steelwire reinforced conforming to IS 398(Part-II) with

amendment No. 1, 2 and 3 or the latest version thereof

bearing ISI mark :ACSR 6/1/2.59mm Weasel.

KM 33,399.00

1301

Out door type oil immersed naturally cooled 3-ph, 50Hz

Al-wound Distribution Transformer of vector group DYn-

11 conforming to IS : 1180 (1964) and IS : 2026 (1962)

or latest version thereof and ISI marked of the following

capacity 25 kVA 11/0.415 kV

No 68,850.00

1302






No 1,22,850.00

1303






No 1,79,887.50

Page 2 of 15


1304


Cu-wound Distribution Transformer of vector group DYn-

11 with tap changer conforming to IS : 1180 (1964) and

IS : 2026 (1962) or latest version thereof and ISI

marked of the following capacity 250 kVA 11/0.415 kV

No 3,75,300.00

1305

Out door type oil immersed naturally 3-ph, 10Hz Cu-

wound Distribution Transformer of vector group DYn-11

with tap changer and air breather with first filling oil

conforming to IS : 1180 (1964) and IS : 2026 (1962) or

latest version thereof and ISI marked of the following


No 10,10,515.50

1306



with tap changer conforming to IS : 1180 (1964) and IS :

2026 (1962) or latest version thereof and ISI marked of

the following capacity 630 kVA 11/0.415 kV

No 10,99,575.00

1307



with tap changer conforming to IS : 1180 (1964) and IS :

2026 (1962) or latest version thereof and ISI marked of

the following capacity 750 kVA 11/0.415 kV

No 12,15,000.00

1308


Cu-wound Distribution Transformer of vector group DYn-

11 with tap changer conforming to IS : 1180 (1964) and

IS : 2026 (1962) or latest version thereof and ISI

marked of the following capacity 1000 kVA 11/0.415 kV

No 17,71,875.00

1309

100kVA, 11/0.415 kV, Dyn11 CSS Transformer with off

circuit tap of rating +5 to-5 @ 2.5% comprising of

a) HT Switchgear: 11kV, 200A, Air Insulated Switchgear

consisting of Load Break Switchand Fuse for protection

of transformer, Interconnection between HTswitchgear

and transformer shall be using 1Cx3x25 sq.mm

Al.unarmorured XLPE Cable. The system includes HT &

LT metering components.

b) LT Switchboard: 250A 3P 36kA Fixed Manual MCCB

with Microprocessor based O/C, E/F, S/C release as

incomer cum outgoing.

No 19,51,000.00

Page 3 of 15


1310












No 23,80,000.00

1311












No 26,75,000.00

1312

250kVA, 11/0.415 kV, Dyn11 with off circuit tap of

rating +5 to-5 @ 2.5% comprising of

a) HT Switchgear: 11kV,630A,21KA for 3sec, SF6

insulated Non-Extinsible Compact switchgear (Type DV)

consisting of one No. Direct Switch and One No. Fixed

Manual Vacuum Circuit Breaker in SF6 with insulated

stainless steel enclosure, with series trip, self powered

microprocessor based numerical relay for over current

and earth fault (IDMTL + Inst.) protection.

Interconnection between HT switchgear and transformer

shall be using 1Cx3x25 sq.mm Al. unarmorured XLPE

Cable. The systemincludes HT & LT metering

components




No 29,40,600.00

Page 4 of 15


1313







stainlesssteel enclosure, with series trip, self powered



Interconnection between HT switchgear and

transformershall be using 1Cx3x25 sq.mm Al.

unarmorured XLPE Cable. The system includes HT & LT

metering components




No 34,50,800.00

1314













metering components

b) LT Switchboard: 630A 3P 36kA Fixed Manual ACCB



No 37,45,000.00

1315













metering components

b) LT Switchboard: 800A 3P 50kA Fixed Manual ACB



No 39,80,400.00

Page 5 of 15


1316













metering components




No 47,50,500.00

1317













metering components




No 49,30,900.00

1318

990/1000kVA, 11/0.415 kV, Dyn11 with off circuit tap

of rating +5 to-5 @ 2.5% comprising of











metering components




No 55,68,000.00

1401 M.S. Channel 75 x 40 x 6 mm kg 105.84

1402 M.S. Channel 100 x 50 x 6 mm kg 105.84

1403 M.S. Angle Iron 40x40x6 mm kg 105.84

1404 M.S. Angle Iron 50x50x6 mm kg 105.84

Page 6 of 15


1405 M.S. Flat Iron 40mmx6 mm kg 105.84

1406 M.S. Angle Iron 20x20x4 mm Kg 105.84

1407 M.S. Flat Iron 20x3 mm Kg 105.84

1501Lightning Arrester 9kV, 10kA Station Class-II as per

IEC:60099-4 & IS:3070 specificationNo 12,500.00

1502 Lightning Arrester 9 kV, 5 KA No 1,875.00

1503 Lightning Arrester 0.280 kV, 2.5 KA for LT Line No 657.00

1601

1.1 kV Aluminium Armoured Cable 1 core, 10 sq.mm

conforming to IS : 1554-1 (1988) or any ammendments m 87.00

1602



1603



1604



1605



1606



1607



1608



1609



1610



1611



1612

1.1 kV Aluminium Armoured Cable 1 core,400 sq.mm

conforming to IS : 1554-1 (1988) or any ammendments m 1,035.00

1613


conforming to IS : 1554-1 (1988) or any ammendments m 1,650.00

1614

PVC Insulated Aluminium Cable, 2.5 sq.mm, 2 Core,

conforming to IS : 1554-1 (1988), IS : 5831 (1984) or

any ammendments there of.

m 20.00

Page 7 of 15


1615

PVC Insulated Aluminium Cable, 4 sq.mm, 2 Core,



m 30.00

1616




m 45.00

1617




m 72.00

1618




m 130.00

1619




m 210.00

1620




m 310.00

1621 PVC Insulated Copper Cable, 1.0 sq.mm m 30.00






1627

1.1 kV Copper Control Cable, 2.5 sq.mm, 16 Core,

conforming to IS : 1554-1 (1988) or any amendments

there of.

m 575.00

1628



there of.

m 444.00

1629



there of.

m 174.00

1630



there of.

m 122.00

1631



there of.

m 96.00

1632 3 Core, 11kV XLPE Aluminium Cable, 185 sq.mm m 2,819.00



1635 11kV XLPE Aluminium Cable, 1 Core, 600 sq.mm m 4,000.00









1701 Aluminium Cable Lug long barrel , 10 Sq.mm No 5.00

Page 8 of 15





1705 Aluminium Cable Lug long barrel , 70Sq.mm No 30.00








1713 Aluminium Cable Lug long barrel , 630Sq.mm No 188.00

1714 T-Connector for 300 sq.mm Cable No 1,600.00



1717 Copper Cable Lug, Ring/Fork/Pin type, 2.5 sq.mm No 27.00

1718 Cable Ferrule, 2.5 sq.mm [A-Z] 100 each Packet 2,340.00

1719 Cable Ferrule, 2.5 sq.mm [0-9] 100 each Packet 900.00

1801

Porcelain Disc Insulator, 45 kN, conforming IS : 731

(1971), IS : 2486 (1989), IS : 2544 (1973), IS : 5350

(1973) or any amendments up to date.

No 519.00

1802


(1971), IS : 2486 (1989), IS : 2544 (1973), IS : 5350


No 700.00

1803


(1971), IS : 2486 (1989), IS : 2544 (1973), IS : 5350


No 959.44

1804

33kV Pin insulator with GI Pin conforming IS : 731

(1971), IS : 2486 (1989), IS : 2544 (1973), IS : 5350


Set 894.00

1805

11kV Pin insulator with GI Pin conforming IS : 731

(1971), IS : 2486 (1989), IS : 2544 (1973), IS : 5350


Set 354.00

1806

Shackle Insulator (Pin/Strap Type) 70x90 mm

conforming to IS : 1445 (1977) or any amendments up

to date

No 39.00

1807 Shackle Strap for 70x90 mm Shackle Insulator Pair 14.00

1808 Shackle Nut Bolt 12x100 mm(GI) kg 174.96

180911kV Guy insulator (140x85mm) conforming to IS :

5300 (1969) or any amendments up to date.No 57.00

181033kV Guy insulator (140x85mm) conforming to IS :

5300 (1969) or any amendments up to date.No 57.00

1811LT Guy insulator (90x65mm) conforming to IS : 5300

(1969) or any amendments up to date.No 28.50

1901

G.I. Stay Set complete 16 mm rod dia. with plate

30x30x0.8 cm conforming to IS : 7887 (1992) or any

amendments up to date.

Set 810.00

1902

G.I. Stay set complete 19 mm rod dia. with plate



Set 1,407.00

Page 9 of 15


1903

G.I. Stay set complete 19 mm rod dia. with plate



Set 1,694.00

1904

Stay wire 7/12 SWG conforming to IS : 2141 (1979), IS :

4826 (1979), IS : 6594 (1974) or any amendments up to

date.

kg 112.50

1905



date.

kg 118.50

1906

G.I Wire 8 SWG for earth wire conforming to IS : 280

(1978), IS : 7887 (1992) or any amendments up to date. kg 112.50

1907



date.

kg 116.00

2001

Tension Clamp with hardware strain fitting, 4-bolted

type complete with bolts, nuts, and washer (Racoon) No 474.00

2002

Tension Clamp with hardware strain fitting, 3-bolted

type complete with bolts, nuts, and washer (Weasel) No 445.00

2003P.G. Clamp for Grasshopper conductor (3 bolted type)

No 82.00

2004 P.G. Clamp for Ant conductor (2 bolted type) No 79.00

2005 P.G. Clamp for Gnat conductor (2 bolted type) No 72.00

2006 P.G. Clamp for Weasel conductor (3 bolted type) No 75.00

2007 P.G. Clamp for Racoon conductor (3 bolted type) No 112.50

2008 Jointing Sleeve for Weasel conductor No 265.00

2009 Jointing Sleeve for Racoon conductor No 354.00

2010 LT Cable Jointing Kit No 2,770.00

2011Cable Gland for 2.5 sq.mm, 16 Core Copper Control

CableNo 52.50


CableNo 52.50


CableNo 52.50


CableNo 45.00


CableNo 45.00

2016Cable Jointing Kit for 3 Core, 11kV XLPE Al. Cable, 185

sq.mm No 4,550.00


sq.mm No 4,550.00


sq.mm No 4,550.00

2019Cable Jointing Kit for 1 Core, 11kV XLPE Al. Cable,

1000 sq.mm No 15,000.00


sq.mm No 13,500.00


sq.mm No 9,200.00

Page 10 of 15



sq.mm No 4,970.00


sq.mm No 4,550.00


sq.mm No 4,550.00


sq.mm No 4,550.00


sq.mm No 4,450.00


sq.mm No 4,450.00

2101

M.S. Nut & Bolt 16x75 mm full thread conforming to IS :

1364-2 (1992) or any amendments up to date. kg 162.00

2102



2103

M.S. Nut & Bolt 16 x 155 mm full thread conforming to

IS : 1364-2 (1992) or any amendments up to date. kg 162.00

2104

M.S. Nut & Bolt 16 x 125 mm, Full thread conforming to


2105



2106



2107

M.S. Washer for 16 mm diameter hole conforming to IS :


2108



2109 Brass Nuts & Bolt 16 x 50mm full tread Kg 250.00

2201 Aluminium Paint Lit 170.00

2202 Bituminious Alkali Paint Lit 120.00

2203 Red Oxide Paint Lit 125.00

2301 Cement cum 13,750.00

2302 River Sand cum 2,100.00

2303 Stone Aggregate 10-20 mm cum 1,890.00

2304GCI Sheet, 6 x 3 ft. conforming to IS : 277 (2003) or any

amendments up to date.No 375.00

2305 First class brick 203 x 101 x 76.2 mm No 20.00

2305 Bentonite Powder kg 30.00

2307 Binding wire kg 120.00

2308 Stone Masonry (8x5x5 inch) No 52.50

2306 Blasted Rubble cum 600.00

Page 11 of 15


2307 Through and bond stone cum 2,500.00

2308 Cement mortar 1:3 cum 5,914.40

2309 Hot rolled deformed bars (Iron rod) kg 58.00

2310 1st Class Brick No 21.00

2311 Cement mortar 1:4 cum 4,739.50

2312 Stone Gravel (50 - 30mm size) Cum 5,100.00

2313 Stone Aggregate 50-30 mm Cum 1,075.00

2401 Caution notice board No 42.00

2402 Number plate No 42.00

2403 Wooden Plank (12x1 sq.ft.) No 1,000.00

2501

Lightning Spike made of iron rod,10 mm size, 1.5 m

length, 1 kg welded with MS Flat iron 40x5mm, 0.5kg

and 8 SWG GI wire 2.5kg

No 500.00

2502

Galvanized steel rod, 2 M length, 19 mm dia connected

with GI Wire complete with terminal connector No 850.00

2503

GI Earth pipe 2.5 metre long 40 mm dia with 8 mm

thickness fabricated for pole earthing complete with

terminal connector

No 543.00

2504Readymade fencing post 50 x 50x 6 mm, 2.7 m length

No 1,064.00

2505 Barbed wire kg 153.00

2506Goat proof fencing net, double twisted, 1 x 1 m with hole

size 50 x 50 mmm 166.00

2507 Steel Gate 1.5 m widthx 2 m height No 5,000.00

2504GI Pipe 40mm dia, 4.13m long with a GI base plate of

30x30x0.5cm welded at the bottomNo 2,742.59

2601

Outdoor type CT & PT combination with PT ratio

11/0.415 kV, for all rating of CT ratio as required by HT

side Ampere

No 70,000.00

2602

Outdoor type CT & PT combination with PT ratio

11/0.11 kV, for all rating of CT ratio as required by HT

side Ampere

No 70,000.00

2603

3-ph 4 wire Trivector Meter suitable for Automatic Meter

Reading (AMR), PTR 11/0.415kV, for all rating of CT

Ratio.

No 13,500.00

2604

3-ph 4 wire Trivector Meter suitable for Automatic Meter

Reading (AMR), PTR 11/0.11kV, for all rating of CT

Ratio.

No 13,500.00

2605

LT Outdoor DT Cubicle complete with MCCB, St light

Controller, metering system for both St light and

Consumer for 25kVA, 11/0.415 kV Transformer

No 53,235.00

2606



Consumer for 63kVA, 11/0.415 kV Transformer

No 56,778.75

2607



Consumer for 100kVA, 11/0.415 kV TransformerNo 62,685.00

Page 12 of 15


2608

LT Outdoor DT Cubicle complete with MCCB, Consumer

metering system for 25kVA, 11/0.415 kV Transformer No 35,437.50

2609



2610



2611

Housing Cabinet for Trivertor Meter for all ratio of PTR

and CTR with suitable clamp in steel tabular pole No 1,500.00

2701

3 phase HRC Main Switch, 63 A conforming to IEC :

60947 (Part 3) - 1999 or any ammendments up to date. No 4,977.00

2702



2703



2704

3phase HRC Main Switch, 150 A conforming to IEC :


2705



2706



2707



2708



2709



2710



2711 Cut out, 32 A with suitable fuse No 325.00



2714 Cut out, 200 A with suitable fuse No 1,750.00



2717

415V, 3 phase Air break Manual Switch, 125A

conforming to IEC : 60947 (Part 3) - 1999 or any

ammendments up to date.

No 7,965.00

Page 13 of 15


2718




No 14,337.00

2719




No 16,915.00

2801HRC Fuse, 63 A, conforming to IS : 13703 - 1993 or any

ammendments up to date.No 570.00

2802HRC Fuse, 100 A, conforming to IS : 13703 - 1993 or

any ammendments up to date.No 1,020.00

















2811Tinned Copper Fuse Wire, 2.5 A, conforming to IS : 9926

- 1981 or any ammendments up to date.kg 1,040.00

2812Tinned Copper Fuse Wire, 5 A, conforming to IS : 9926 -

1981 or any ammendments up to date.kg 1,040.00













2819Tin-Copper Fuse Wire, 40 A, conforming to IS : 9926 -


2820 EADC Fuse, 2.5 A doz. 410.00

2821 EADC Fuse, 5 A doz. 410.00

2822 EADC Fuse, 10 A doz. 410.00

2823 EADC Fuse, 15 A doz. 410.00

2824 EADC Fuse, 20 A doz. 425.00

2825 EADC Fuse, 25 A doz. 425.00

2826 EADC Fuse, 30 A doz. 425.00

2827 EADC Fuse, 35 A doz. 425.00

Page 14 of 15


2828 EADC Fuse, 40 A doz. 425.00

2829 11 kV Fibre Barrel with metallic parts No 315.00

2830 33 kV Fibre Barrel with metallic parts No 375.00

2901

11 kV Gang Operated Air Break Switch, 200 A,

conforming to IS : 2544 - 1973, IS : 9921 (Part I-V) or

any ammendments up to date

Set 14,490.00

2902

11 kV Fuse Unit with Arcing Horn, 200 A, conforming to

9385 (Part 2) - 1980 ammended up to date Set 7,087.50

2903

Horizontally operated Single break 11 kV Isolator

complete with Drop out Fuse unit, conforming to IS :

9921 and any other relevant standards ammended up to

date.

Set 34,650.00

3201

HPSV Lamp Street Light Fittings complete with Choke,

Condenser, Holder and Ignitor, 250 W, conforming to IS

: 10322 - 2012, IS : 2215 - 2006 and any other relevant

standards with amendments up to date.

Set 6,850.00

3202

HPSV Lamp Street Light Fittings complete with Choke,

Condenser, Holder and Ignitor, 150 W, conforming to IS

: 10322 - 2012, IS : 2215 - 2006 and any other relevant

standards with amendments up to date.

Set 6,165.00

3203

HPSV Lamp, 250 W, conforming to IS : 10322 - 2012

and any other relevant standards with amendments up

to date.

No 1,950.00

3204 Street Light Bracket No 590.00

3205D-Clamp for Street Light Bracket complete with Nuts &

BoltsSet 139.00

Page 15 of 15

Page No -1-

POLE (SP-29) ERECTION

1.02 Providing and erection of steel tubular pole (SP-29) strut in cement concrete 1:3:6

(1cement : 3 coarse sand: 6 graded stone aggregate 40 mm nominal size ) found ation

(0.342Cum inclusive of muffling) with planting depth of 1 .5m including pole painting;

excavation and back filling of pole pit; carriage of Materials at site as directed by the

engineer in charge.

Sl. No. Description Unit Rate/Unit Qty. Amount

Materials

1102

Swaged Steel Pole with base

plate of thickness 6mm and

size of 200mmx200mm square

welded at the bottom and with

pole cap of 6mm thick to be

welded at the top conforming

to IS 2713/1980 or the latest

version thereof 410 SP-29 of

overall length 9.00m

No 12,656.25 1.00 12,656.25

2201 Aluminium Paint Lit 170.00 0.95 161.50

2202 Bituminious Alkali Paint Lit 120.00 0.48 57.60

2203 Red Oxide Paint Lit 125.00 0.95 118.75

2301 Cement cum 13,750.00 0.03 470.25

2302 River Sand cum 2,100.00 0.10 215.46

2303 Stone Aggregate 10-20 mm cum 1,890.00 0.21 387.83

2403 Wooden Plank (12x1 sq.ft.) No 1,000.00 2.00 2,000.00

2401 Caution notice board No 42.00 1.00 42.00

2402 Number plate No 42.00 1.00 42.00

Total Cost of Materials 16,151.64

Contingency (2% on Material Cost) 323.03

Sub-Total 16,474.67

Labours

1001 Labour Skilled-I manday 380 0.50 190.00

1002 Labour Skilled-II manday 310 0.50 155.00

1003 Labour Semi-Skilled manday 250 1.00 250.00

1004 Labour Un-skilled manday 220 10.67 2,346.67

Total Cost of Labours 2,941.67

Total 19,416.34

Add 15% for overhead & Profit 2,912.45

Grand Total 22,328.79

Say 22,329.00

Supervision (15% on Labour Cost) 441.25

Page No -2-



(1cement : 3 coarse sand: 6 graded stone aggregate 40 mm nominal size ) foundation

(0.395Cum inclusive of muffling) with planting depth of 1.8m including pole painting;


engineer in charge.


Materials

1103







to IS 2713/1980 or the latest



No 13,061.25 1.00 13,061.25




2301 Cement cum 13,750.00 0.04 543.13

2302 River Sand cum 2,100.00 0.12 248.85




2402 Number plate No 42.00 1.00 42.00



Sub-Total 17,074.96

Labours

1001 Labour Skilled-I manday 380.00 0.50 190.00

1002 Labour Skilled-II manday 310.00 0.50 155.00

1003 Labour Semi-Skilled manday 250.00 1.00 250.00

1004 Labour Un-skilled manday 220.00 13.03 2,867.33


Total 20,537.29



Say 23,618.00


Page No -3-



(1cement : 3 coarse sand: 6 graded stone aggregate 40 mm nominal size ) foundation

(0.465Cum inclusive of muffling) with planting depth of 2m including pole painting;


engineer in charge.


Materials

1104







to IS 27 13/1980 or the latest



No 18,832.50 1.00 18,832.50




2301 Cement cum 13,750.00 0.05 639.38

2302 River Sand cum 2,100.00 0.14 292.95




2402 Number plate No 42.00 1.00 42.00



Sub-Total 23,221.97

Labours

1001 Labour Skilled-I manday 380 0.50 190.00

1002 Labour Skilled-II manday 310 0.50 155.00

1003 Labour Semi-Skilled manday 250 1.00 250.00

1004 Labour Un-skilled manday 220 15.75 3,465.00


Total 27,281.97



Say 31,374.00


Page No -4-

POLE (Pre-Stressed Concrete for a length of 8.5 metre) ERECTION

1.05 Providing and erection of Pre-Stressed Concrete for a length of 8.5 metre in cement

concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal

size) foundation (0.573 Cum inclusive of muffling) with planting depth of 1.5m

including excavation and back filling of pole pit; carriage of Materials at site as

directed by the engineer in charge.


Materials

1105 Pre stressed Concrete Pole: 8.5m No 5,828.00 1.00 5,828.00

2301 Cement cum 13,750.00 0.06 787.88

2302 River Sand cum 2,100.00 0.17 360.99




2402 Number plate No 42.00 1.00 42.00



Sub-Total 9,904.86

Labours






Total 13,506.53



Say 15,533.00


Page No -5-

POLE (Pre-Stressed Concrete for a length of 9.75 metre) ERECTION

1.06 Providing and erection of Pre-Stressed Concrete for a length of 9.75 metre in cement

concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal

size) foundation (0.797Cum inclusive of muffling) with planting depth of 1.8m

including excavation and back filling of pole pit; carriage of Materials at site as



Materials

1106 Pre stressed Concrete Pole:

9.75m No 8190.00

1.00 8190.00

2301 Cement cum 13,750.00 0.08 1,095.88

2302 River Sand cum 2,100.00 0.24 502.11




2402 Number plate No 42.00 1.00 42.00



Sub-Total 13,031.30

Labours






Total 17,292.97



Say 19,887.00


Page No -6-

Page No -7-

GALVANISED STEEL TABULAR POLE (SP-29) ERECTION

1.08 Providing and erection of Galvanised steel tubular pole (SP-29) strut in cement concrete

1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

foundation (0.342Cum inclusive of muffling) with planting depth of 1 .5m including pole

painting; excavation and back filling of pole pit; carriage of Materials at site as directed

by the engineer in charge.


Materials

1108

Galvanised Swaged Steel Pole

with base plate of thickness

6mm and size of

200mmx200mm square welded

at the bottom and with pole cap

of 6mm thick to be welded at the

top conforming to IS 2713/1980

or the latest version thereof 410

SP-29 of overall length 9.00m

No 18,900.00 1.00 18,900.00




2301 Cement cum 13,750.00 0.03 470.25

2302 River Sand cum 2,100.00 0.10 215.46




2402 Number plate No 42.00 1.00 42.00



Sub-Total 22,843.30 Labours






Total 25,784.96



Say 29,653.00


Page No -8-

Page No -9-

Page No -10-

FITTING OF CROSSARM

2.01 Providing and fitting of horizontal Brackets with MS Angle Iron 40 mm X 40 mm X 6

mm (3.5Kg per metre) for 3 phase 5 wires LT overhead line conductors complete with

jam clamp, bolts and nuts for clamping to the poles including drilling of holes for

insulator pins/fitting bolts, nuts and washers etc and painting with primer and

finished paint as required (For SP- 17) as directed by the engineer in charge..


Materials 1403 M.S. Angle Iron 40x40x6 mm kg 105.84 5.89 623.45

1405 M.S. Flat Iron 40mmx6 mm kg 105.84 1.78 187.95

21 02

M.S. Nut & Bolt 16x50 mm full

thread conforming to IS : 1 364- 2

(1992) or any amendments up to

date.

kg 162.00 0.88 141.91

21 07

M.S. Washer for 16 mm

diameter hole conforming to IS

: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 1,069.38

Labours


1002 Labour Skilled-II manday 310.00 0.00 -


1004 Labour Un-skilled manday 220.00 0.75 164.27

Total Cost of Labours 358.13

Total 1,427.51

Add 15% for overhead & Profit 214.13


Say 1,642.00


Page No -11-

FITTING OF CROSSARM

2.02 Providing and fitting of Rectangular Brackets with MS Angle Iron 40 mm X 40 mm X 6




finished paint as required (For SP-17) as directed by the engineer in charge.




21 02




date.

kg 162.00 0.58 94.61

21 07


diameter hole conforming to IS :

1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 1,244.01

Labours






Total 1,478.97



Say 1,701.00


Page No -12-

FITTING OF CROSSARM

2.03 Providing and fitting of Single sided LT bracket with MS Angle Iron 40 mm X 40 mm X

6 mm (3.5Kg per metre) for 3 phase 5 wires LT overhead line conductors complete

with jam clamp, bolts and nuts for clamping to the poles including drilling of holes

for insulator pins/fitting bolts, nuts and washers etc and painting with primer and





21 02




date.

kg 162.00 1.90 307.48

21 07


diameter hole conforming to IS :

1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 2,095.44

Labours






Total 2,330.40



Say 2,680.00


Page No -13-

FITTING OF CROSSARM

2.04 Providing and fitting of Horizontal bracket with MS Angle Iron 40 mm X 40 mm X 6








21 02


thread conforming to IS : 1

364- 2 (1992) or any


kg 162.00 0.58 94.61

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60



Total Cost of Materials 730.64


Sub-Total 745.25

Labours






Total 980.21



Say 1,127.00


Page No -14-

FITTING OF CROSSARM

2.05 Providing and fitting of Horizontal Brackets with MS Angle Iron 40 mm X 40 mm X 6








2102


thread conforming to IS : 1364-

2 (1992) or any amendments up

to date.

kg 162.00 0.88 141.91

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 1,095.16

Labours






Total 1,453.29



Say 1,671.00


Page No -15-

FITTING OF CROSSARM

2.06 Providing and fitting of Rectangular Brackets with MS Angle Iron 40 mm X 40 mm X 6








21 02



364- 2 (1992) or any


kg 162.00 0.58 94.61

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 1,261.20

Labours






Total 1,496.16



Say 1,721.00


Page No -16-

FITTING OF CROSSARM

2.07 Providing and fitting of Single sided LT bracket with MS Angle Iron 40 mm X 40 mm X

6 mm (3.5Kg per metre) for 3 phase 5 wires LT overhead line conductors complete







21 02



364- 2 (1992) or any


kg 162.00 1.90 307.48

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 2,154.37

Labours






Total 2,389.32



Say 2,748.00


Page No -17-

FITTING OF CROSSARM

2.08 Providing and fitting of Horizontal bracket with MS Angle Iron 40 mm X 40 mm X 6








21 02



364- 2 (1992) or any


kg 162.00 0.58 94.61

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 762.44

Labours






Total 997.40



Say 1,147.00


Page No -18-

FITTING OF CROSSARM


mm (3.5 Kg per metre) for 3 phase 5 wires LT overhead line conductors complete



finished paint as required (For Pre-Stressed Concrete 8.5 metres) as directed by the

engineer in charge.




2102




to date.

kg 162.00 0.88 141.91

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 1,216.26

Labours






Total 1,451.22



Say 1,669.00


Page No -19-

FITTING OF CROSSARM

2.10 Providing and fitting of Rectangular Brackets with MS Angle Iron 40 mm X 40 mm X

6 mm (3.5 Kg per metre) for 3 phase 5 wires LT overhead line conductors complete




engineer in charge.




21 02


thread conforming to IS : 1 364-


to date.

kg 162.00 0.58 94.61

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 1,341.93

Labours






Total 1,576.89



Say 1,813.00


Page No -20-

FITTING OF CROSSARM

2.11 Providing and fitting of Single sided Brackets with MS Angle Iron 40 mm X 40 mm X





engineer in charge.


Materials 1403 M.S. Angle Iron 40x40x6 mm kg 105.84 10.09 1,068.42


21 02




to date.

kg 162.00 1.90 307.48

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 2,513.59

Labours






Total 2,748.55



Say 3,161.00


Page No -21-

FITTING OF CROSSARM






engineer in charge.




21 02



364- 2 (1992) or any


kg 162.00 0.58 94.61

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 843.17

Labours






Total 1,078.13



Say 1,240.00


Page No -22-

FITTING OF CROSSARM





finished paint as required (For Pre-Stressed Concrete 9.75 metres) as directed by

the engineer in charge.




2102




to date.

kg 162.00 0.88 141.91

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 1,241.91

Labours






Total 1,476.87



Say 1,698.00


Page No -23-

FITTING OF CROSSARM

2.14 Providing and fitting of Rectangular Brackets with MS Angle Iron 40 mm X 40 mm X









21 02



364- 2 (1992) or any


kg 162.00 0.58 94.61

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 1,359.03

Labours






Total 1,593.99



Say 1,833.00


Page No -24-

FITTING OF CROSSARM

2.15 Providing and fitting of Single sided Brackets with MS Angle Iron 40 mm X 40 mm X







Materials 1403 M.S. Angle Iron 40x40x6 mm kg 105.84 10.33 1,092.87

1405 M.S. Flat Iron 40mmx6 mm kg 105.84 9.79 1,036.28

21 02




to date.

kg 162.00 1.90 307.48

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 2,582.36

Labours






Total 2,817.32



Say 3,240.00


Page No -25-

FITTING OF CROSSARM










21 02




to date.

kg 162.00 0.58 94.61

21 07



: 1364-2 (1992) or any


kg 132.00 0.05 6.60





Sub-Total 860.27

Labours






Total 1,095.23



Say 1,260.00


Page No -26-

FITTING OF CROSSARM

2.17 Providing and erection of 2 nos. of MS Channel Iron 75 mm X 40 mm X 6 mm (7.14Kg

per metre) double pole cross arm for three wire 11 kV overhead line conductors

(horizontal formation) complete with through bolts and nuts for clamping to the poles

including drilling of holes for insulator pins/fitting bolts, nuts and washers etc and

painting with primer and finished paint as required including angle iron

reinforcement (for SP-29) as directed by the engineer in charge.


Materials 1401 M.S. Channel 75 x 40 x 6 mm kg 105.84 34.56 3,657.58


1403 M.S. Angle Iron 40x40x6 mm kg 105.84 45.94 4,861.87

21 03

M.S. Nut & Bolt 16 x 155 mm

full thread conforming to IS :

1364-2 (1992) or any


kg 162.00 5.20 842.72

21 02



364- 2 (1992) or any


kg 162.00 1.17 189.22





Sub-Total 10,113.78

Labours






Total 10,979.61



Say 12,627.00


Page No -27-

FITTING OF CROSSARM

2.18 Providing and erection of 4 nos. of MS Channel Iron 75 mm X 40mm X 6 mm

(7.14Kg per metre) double pole crossarm for three wire 11 kV overhead line

conductors (triangular formation) complete with through bolts and nuts for

clamping to the poles including drilling of holes for insulator pins/fitting bolts, nuts

and washers etc and painting with primer and finished paint as required (for SP-29)

as directed by the engineer in charge.




2103



1364-2 (1992) or any


kg 162.00 3.67 594.86

21 02



364- 2 (1992) or any


kg 162.00 2.34 378.43





Sub-Total 6,551.53

Labours






Total 8,283.19



Say 9,526.00


Page No -28-

FITTING OF CROSSARM


per metre) triple pole crossarm for three wire 11 kV overhead line conductors complete

with through bolts and nuts for clamping to the poles including drilling of holes for

insulator pins/fitting bolts, nuts and washers etc and painting with primer and finished

paint as required (for SP-29) as directed by the engineer in charge.




21 03



1364-2 (1992) or any


kg 162.00 11.02 1,784.59

21 02



364- 2 (1992) or any


kg 162.00 7.01 1,135.30





Sub-Total 19,654.58

Labours

1001 Labour Skilled-I manday 380.00 5.00 1,900.00





Total 25,842.58



Say 29,719.00


Page No -29-

FITTING OF CROSSARM


per metre) four pole crossarm for three wire 11 kV overhead line conductors complete







21 03



1364-2 (1992) or any


kg 162.00 14.69 2,379.46

21 02



364- 2 (1992) or any


kg 162.00 9.34 1,513.73





Sub-Total 26,206.11

Labours






Total 33,132.77



Say 38,103.00

Supervision (15% on Labour Cost) 1,039.00

Page No -30-

FITTING OF CROSSARM

2.21 Providing and erection of 2 nos. of MS Channel Iron 75 mmX 40mm X 6mm (7.14Kg

per metre) double pole crossarm for three wire 11 kV overhead line conductors









21 03



1364-2 (1992) or any


kg 162.00 5.20 842.72

21 02



364- 2 (1992) or any


kg 162.00 1.17 189.22





Sub-Total 10,113.78

Labours






Total 10,979.61



Say 12,627.00


Page No -31-

FITTING OF CROSSARM

2.22 Providing and erection of 4 nos. of MS Channel Iron 75 mmX 40mm X6 mm (7.14Kg


(triangular formation) complete with through bolts and nuts for clamping to the

poles including drilling of holes for insulator pins/fitting bolts, nuts and washers

etc and painting with primer and finished paint as required (for SP-35) as directed





21 03



1364-2 (1992) or any


kg 162.00 3.67 594.86

21 02




to date.

kg 162.00 2.34 378.43





Sub-Total 6,551.53

Labours






Total 8,283.19



Say 9,526.00


Page No -32-

FITTING OF CROSSARM









21 03



1364-2 (1992) or any


kg 162.00 11.02 1,784.59

2102




to date.

kg 162.00 7.01 1,135.30





Sub-Total 19,654.58

Labours






Total 25,842.58



Say 29,719.00


Page No -33-

FITTING OF CROSSARM





finished paint as required (for SP-35) as directed by the engineer in charge.




21 03



1364-2 (1992) or any


kg 162.00 14.69 2,379.46

21 02




to date.

kg 162.00 9.34 1,513.73





Sub-Total 26,206.11

Labours






Total 33,132.77



Say 38,103.00


Page No -34-

FITTING OF CROSSARM











21 03



1364-2 (1992) or any


kg 162.00 5.20 842.72

21 02




to date.

kg 162.00 1.17 189.22











Total 15,518.00



Say 17,846.00


Page No -35-

FITTING OF CROSSARM

2.26 Providing and erection of 4 nos. of MS Channel Iron 100 mm X 50 mm X 6 mm


conductors (triangular formation) complete with through bolts and nuts for clamping

to the poles including drilling of holes for insulator pins/fitting bolts, nuts and

washers etc and painting with primer and finished paint as required (for SP-35) as



Materials

1402 M.S. Channel 100 x 50 x 6 mm kg 105.84 78.98 8,358.73


2103



1364-2 (1992) or any


kg 162.00 3.67 594.86

2102



2 (1992) or any amendments

up to date.

kg 162.00 2.34 378.43





Sub-Total 10,231.31

Labours






Total 11,962.98



Say 13,757.00


Page No -36-

FITTING OF CROSSARM









21 03



1364-2 (1992) or any


kg 162.00 11.02 1,784.59

21 02




to date.

kg 162.00 7.01 1,135.30





Sub-Total 30,784.20

Labours






Total 36,972.20



Say 42,518.00


Page No -37-

FITTING OF CROSSARM







Materials

1 402 M.S. Channel 1 00 x 50 x 6 mm kg 1 05.84 31 5.90

33,434.92


21 03



1364-2 (1992) or any


kg 162.00 14.69 2,379.46

21 02




to date.

kg 162.00 9.34 1,513.73





Sub-Total 40,985.43

Labours






Total 47,912.09



Say 55,099.00


Page No -38-

FITTING OF CROSSARM



conductors (horizontal formation) complete with through bolts and nuts for clamping


washers etc and painting with primer and finished paint as required including angle

iron reinforcement (for SP-58) as directed by the engineer in charge.





2103



1364-2 (1992) or any


kg 162.00 5.20 842.72

2102




to date.

kg 162.00 1.17 189.22





Sub-Total 14,741.73

Labours






Total 15,607.57



Say 17,949.00


Page No -39-

FITTING OF CROSSARM



conductors (triangular formation) complete with through bolts and nuts for clamping


washers etc and painting with primer and finished paint as required (for SP-58) as





2103



1364-2 (1992) or any


kg 162.00 3.67 594.86

21 02



364- 2 (1992) or any


kg 162.00 2.34 378.43





Sub-Total 10,367.70

Labours






Total 12,099.36



Say 13,914.00


Page No -40-

FITTING OF CROSSARM









21 03



1364-2 (1992) or any


kg 162.00 11.02 1,784.59

21 02




to date.

kg 162.00 7.01 1,135.30











Total 37,381.36



Say 42,989.00


Page No -41-

FITTING OF CROSSARM









21 03



1364-2 (1992) or any


kg 162.00 14.69 2,379.46

21 02



364- 2 (1992) or any


kg 162.00 9.34 1,513.73





Sub-Total 41,530.97

Labours






Total 48,457.63



Say 55,726.00


Page No -42-

FITTING OF COMPLETE SET OF SHACKLE INSULATOR (Pin Type, 1ph 3 wire)

3.01 Providing and erection of shackle insulator for LT over head lines (1ph 3 wire) with

galvanised pin, nuts, washers etc as directed by the engineer in charge.


Materials

1806

Shackle Insulator (Pin/Strap

Type) 70x90 mm conforming to

IS : 1445 (1977) or any

amendments up to date

No 39.00 3.00 117.00

1808 Shackle Nut Bolt 12x100 kg 174.96 1.00 174.96



Sub-Total 297.80 Labours






Total 322.20


Grand Total 370.53

Say 371.00


Page No -43-

FITTING OF COMPLETE SET OF SHACKLE INSULATOR (STRAP TYPE, 1ph 3 wire)

3.02 Providing and erection of shackle insulator (strap type) for LT over head lines (1ph 3

wire) with galvanised shackle pin, bolts, nuts, washers etc as directed by the

engineer in charge.


Materials

1806



IS : 1445 (1977) or any


No 39.00 6.00 234.00

1 807 Shackle Strap for 70x90 mm

Shackle Insulator Pair 14.00 3.00 42.00










Total 484.38


Grand Total 557.04

Say 557.00


Page No -44-

FITTING OF COMPLETE SET OF SHACKLE INSULATOR (Pin Type, 3ph 5 wire)

3.03 Providing and erection of shackle insulator for LT over head lines (3ph 5 wire) with

galvanised pin, nuts, washers etc as directed by the engineer in charge.


Materials

1 806



IS : 1445 (1977) or any


No 39.00 5.00 195.00










Total 401.76


Grand Total 462.02

Say 462.00


Page No -45-

FITTING OF COMPLETE SET OF SHACKLE INSULATOR (STRAP TYPE, 3ph 5 wire)

3.04 Providing and erection of shackle insulator (strap type) for LT over head lines (3ph 5

wire) with galvanised shackle pin, bolts, nuts, washers etc as directed by the

engineer in charge.


Materials

1806



IS : 1445 (1977) or any


No 39.00 10.00 390.00

1807 Shackle Strap for 70x90 mm

Shackle Insulator Pair 14.00 5.00 70.00










Total 672.06


Grand Total 772.87

Say 773.00


Page No -46-

FITTING OF PIN INSULATOR (11kV)

3.05 Providing and erection of pin insulator for 11 kV over head lines with galvanised pin, nuts,

washers etc as directed by the engineer in charge.


Materials

1805

11kV Pin insulator with GI Pin

conforming IS : 731 (1971), IS :

2486 (1989), IS : 2544 (1973),

IS : 5350 (1973) or any


Set 354.00 3.00 1062.00









Total 1122.41


Grand Total 1290.77

Say 1291.00


Page No -47-

FITTING OF DISC INSULATOR (11kV)

3.06 Providing and erection of disc insulator, 45 kN (2 nos. as a set) for 11 kV over head

lines with insulator fittings, ball and socket type and complete with aluminium alloy

tension clamps, bolts, nuts, washers etc as directed by the engineer in charge.

Sl. No. Description Unit Rate/ Unit Qty. Amount

Materials

1801

Porcelain Disc Insulator, 45 kN,


2486 (1989), IS : 2544 (1973),

IS : 5350 (1973) or any


No 519.00 2.00 1038.00

2002

Tension Clamp with hardware

strain fitting, 3-bolted type

complete with bolts, nuts, and

washer (Weasel)

No 445.00 1.00 445.00









Total 1792.11


Grand Total 2060.93

Say 2061.00


Page No -48-

FITTING OF PIN INSULATOR (33kV)

3.07 Providing and erection of pin insulator for 33 kV over head lines with galvanised pin, nuts,



Materials

1804



2486 (1989), IS : 2544 (1973),

IS : 5350 (1973) or any


Set 894.00 3.00 2682.00









Total 2787.86


Grand Total 3206.04

Say 3206.00


Page No -49-

FITTING OF DISC INSULATOR (33kV)

3.08 Providing and erection of disc insulator, 70 kN (3 nos. as a set) for 33 kV over head

lines with insulator fittings, ball and socket type and complete with aluminium alloy

tension clamps, bolts, nuts, washers etc as directed by the engineer in charge.

Sl. No. Description Unit Rate/ Unit Qty. Amount

Materials

1802

Porcelain Disc Insulator, 70 kN,


2486 (1989), IS : 2544 (1973),

IS : 5350 (1973) or any


No 700.00 3.00 2100.00

2001




washer (Racoon)

No 474.00 1.00 474.00









Total 2926.93


Grand Total 3365.97

Say 3366.00


Page No -50-

Erection of LT Stay Set

4.01 Providing and erection of galvanised stay set for LT over head lines complete with 16

mm rod dia. with plate 30x30x0.8 cm, 7/14 SWG G.I. stay wire, LT guy insulator

(90x65mm) and stay bow in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate) foundation including excavation and refilling etc (for SP-17) as



Materials

1901 G.I. Stay Set complete 16

mm rod dia. with plate

30x30x0.8 cm conforming to

IS : 7887 (1992) or any


Set 810.00 1.000 810.00

1905 Stay wire 7/14 SWG

conforming to IS : 2141

(1979), IS : 4826 (1979), IS

: 6594 (1974) or any


kg 118.50 1.673 198.30

1811 LT Guy insulator

(90x65mm) conforming to

IS : 5300 (1969) or any


No 28.50 1.000 28.50

2301 Cement cum 13,750.00 0.023 316.25

2302 River Sand cum 2,100.00 0.069 144.90




Sub-Total 1,793.95

Labours

1001 Labour Skilled-I manday 380.00 0.00 -


1003 Labour Semi-Skilled manday 250.00 0.00 -



Total 2,669.66



Say 3,070.00


Page No -51-








Materials




IS : 7887 (1992) or any


Set 810.00 1.000 810.00



(1979), IS : 4826 (1979), IS

: 6594 (1974) or any


kg 118.50 1.805 213.86



IS : 5300 (1969) or any


No 28.50 1.000 28.50

2301 Cement cum 13,750.00 0.023 316.25

2302 River Sand cum 2,100.00 0.069 144.90




Sub-Total 1,809.82

Labours






Total 2,685.53



Say 3,088.00


Page No -52-



mm rod dia. with plate 30x30x0.8 cm,7/14 SWG G.I. stay wire, LT guy insulator


graded stone aggregate) foundation including excavation and refilling etc (for pre-

stressed concrete, 8.5 m height) as directed by the engineer in charge.


Materials




IS : 7887 (1992) or any


Set 810.00 1.000 810.00



(1979), IS : 4826 (1979), IS

: 6594 (1974) or any


kg 118.50 1.673 198.30



IS : 5300 (1969) or any


No 28.50 1.000 28.50

2301 Cement cum 13,750.00 0.023 316.25

2302 River Sand cum 2,100.00 0.069 144.90




Sub-Total 1,793.95

Labours






Total 2,669.66



Say 3,070.00


Page No -53-





graded stone aggregate) foundation including excavation and refilling etc (for pre-

stressed concrete, 9.75 m height) as directed by the engineer in charge.


Materials




IS : 7887 (1992) or any


Set 810.00 1.000 810.00



(1979), IS : 4826 (1979), IS

: 6594 (1974) or any


kg 118.50 1.925 228.10


(90x65mm) conforming to IS

: 5300 (1969) or any


No 28.50 1.000 28.50

2301 Cement cum 13,750.00 0.023 316.25

2302 River Sand cum 2,100.00 0.069 144.90




Sub-Total 1,824.34

Labours






Total 2,700.05



Say 3,105.00


Page No -54-

Erection of 11 kV Stay Set

4.05 Providing and erection of galvanised stay set for 11 kV over head lines complete with 19

mm rod dia. with plate 30x30x0.8 cm, 7/12 SWG G.I. stay wire, 11kV guy insulator

(140x85mm) and stay bow in cement concrete 1:3:6 (1 cement: 3 coarse sand : 6




Materials

1902 G.I. Stay set complete 19



IS : 7887 (1992) or any


Set 1,407.00 1.000 1,407.00



(1979), IS : 4826 (1979), IS

: 6594 (1974) or any


kg 112.50 2.899 326.17

1809 11kV Guy insulator


IS : 5300 (1969) or any


No 57.00 1.000 57.00

2301 Cement cum 13,750.00 0.023 316.25

2302 River Sand cum 2,100.00 0.069 144.90




Sub-Total 2,562.38

Labours






Total 3,438.10



Say 3,954.00


Page No -55-



mm rod dia. with plate 30x30x0.8 cm, 7/12 SWG G.I. stay wire, 11kV guy insulator





Materials




IS : 7887 (1992) or any


Set 1,407.00 1.000 1,407.00



(1979), IS : 4826 (1979), IS

: 6594 (1974) or any


kg 112.50 2.854 321.09



IS : 5300 (1969) or any


No 57.00 1.000 57.00

2301 Cement cum 13,750.00 0.023 316.25

2302 River Sand cum 2,100.00 0.069 144.90




Sub-Total 2,557.20

Labours






Total 3,432.91



Say 3,948.00


Page No -56-



mm rod dia. with plate 40x40x0 .8 cm,7/ 10 SWG G.I. stay wire, 33kV guy insulator

(140x85mm) and stay bow in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6




Materials




IS : 7887 (1992) or any


Set 1,694.00 1.000 1,694.00

1907

Stay wire 7/10 SWG


(1979), IS : 4826 (1979), IS

: 6594 (1974) or any


kg 116.00 3.874 449.40



IS : 5300 (1969) or any


No 57.00 1.000 57.00

2301 Cement cum 13,750.00 0.023 316.25

2302 River Sand cum 2,100.00 0.069 144.90




Sub-Total 2,980.82

Labours






Total 3,856.54



Say 4,435.00


Page No -57-



mm rod dia. with plate 40x40x0 .8 cm ,7/ 10 SWG G.I. stay wire ,33kV guy insulator





Materials




IS : 7887 (1992) or any


Set 1,694.00 1.000 1,694.00

1907

Stay wire 7/10 SWG


(1979), IS : 4826 (1979), IS

: 6594 (1974) or any


kg 116.00 5.420 628.77



IS : 5300 (1969) or any


No 57.00 1.000 57.00

2301 Cement cum 13,750.00 0.023 316.25

2302 River Sand cum 2,100.00 0.069 144.90




Sub-Total 3,163.77

Labours






Total 4,039.49



Say 4,645.00


Page No -58-

Page No -59-

Page No -60-

Page No -61-

Page No -62-

Page No -63-

PROVIDING AND FITTING OF PG CLAMP

5.06 Providing and fitting of PG Clamps for Gnat Conductor jumpering of LT line per

number as directed by the engineer in charge.


Materials

2005 P.G. Clamp for Gnat

conductor (2 bolted type)

No 72.00 1 72.00



Sub-Total 73.44

Labours






Total 110.54


Grand Total 127.12

Say 127.00


Page No -64-


5.07 Providing and fitting of PG Clamps for Ant Conductor jumpering of LT line per



Materials

2004 P.G. Clamp for Ant


No 79.00 1 79.00



Sub-Total 80.58

Labours






Total 117.68


Grand Total 135.33

Say 135.00


Page No -65-


5.08 Providing and fitting of PG Clamps for Grasshopper Conductor jumpering of LT line

per number as directed by the engineer in charge.


Materials

2003 P.G. Clamp for

Grasshopper conductor

(3 bolted type)

No 82.00 1 82.00



Sub-Total 83.64

Labours






Total 120.74


Grand Total 138.85

Say 139.00


Page No -66-


5.09 Providing and fitting of PG Clamps for Weasel Conductor jumpering of 11kV line per



Materials

2006 P.G. Clamp for Weasel


No 75.00 1 75.00



Sub-Total 76.50

Labours






Total 129.50


Grand Total 148.93

Say 149.00


Page No -67-


5.10 Providing and fitting of PG Clamps for Racoon Conductor jumpering of 33kV line per



Materials

2007 P.G. Clamp for Racoon


No 112.50 1 112.50



Sub-Total 114.75

Labours






Total 167.75


Grand Total 192.91

Say 193.00


Page No -68-

PROVIDING & FITTING OF JOINTING SLEEVE

5.11 Providing and fitting of Jointing Sleeve for Weasel Conductor for 1 1kV line per



Materials

2008 Jointing Sleeve for

Weasel conductor

No 265.00 1 265.00



Sub-Total 270.30

Labours






Total 323.30


Grand Total 371.80

Say 372.00


Page No -69-

PROVIDING & FITTING OF JOINTING SLEEVE

5.12 Providing and fitting of Jointing Sleeve for Racoon Conductor for 33kV line per



Materials

2009 Jointing Sleeve for

Racoon conductor

No 354.00 1 354.00



Sub-Total 361.08

Labours






Total 414.08


Grand Total 476.19

Say 476.00


Page No -70-

LT POLE EARTHING

6.01 Providing and fitting of 2 m long, 19 mm diameter galvanized steel rod

fabricated for LT Pole Earthing, with accessories such as terminal connector, 8

SWG G.I. wire etc as directed by the engineer in charge.


Materials

2502

Galvanized steel rod, 2 M

length, 19 mm dia

connected with GI Wire

complete with terminal

connector

No 850.00 1.00 850.00

1906

G.I Wire 8 SWG for earth

wire conforming to IS : 280

(1978), IS : 7887 (1992) or

any amendments up to

date.

kg 112.50 2.00 225.00



Sub-Total 1,096.50

Labours






Total 1,138.83



Say 1,310.00


Page No -71-

11/33 kV POLE EARTHING

6.02 Providing and fitting of 2.5 m long, 40 mm diameter, 8 mm thick G.I. Earth Pipe

fabricated for 11 kV and 33 kV Pole Earthing, with accessories such as terminal

connector, bentonite powder, 8 SWG G.I. wire etc as directed by the engineer in

charge.


Materials

2503 GI Earth pipe 2.5 metre long

40 mm dia with 8 mm

thickness fabricated for pole

earthing complete with

terminal connector

No 543.00 1.00 543.00

1906 G.I Wire 8 SWG for earth


(1978), IS : 7887 (1992) or


date.

kg 112.50 2.00 225.00

2305 Bentonite Powder kg 30.00 50.00 1,500.00



Sub-Total 2,313.36

Labours






Total 2,608.36



Say 3,000.00


Page No -72-

DISTRIBUTION TRANSFORMER SUB-STATION OR 11KV CT PT COMBINATION

EARTHING

6.03 Providing and fitting of 2.5 m long, 40 mm diameter, 8 mm thick G.I. Earth

Pipe fabricated for Distribution Transformer Substation as per REC

Construction Standard F-5 Earthing, with accessories such as terminal

connector, bentonite powder, 8 SWG G.I. wire etc. as directed by the

engineer in charge.


Materials

2503 GI Earth pipe 2.5 metre long

40 mm dia with 8 mm

thickness fabricated for pole

earthing complete with

terminal connector

No 543.00 3.00 1,629.00

1906 G.I Wire 8 SWG for earth


(1978), IS : 7887 (1992) or


date.

kg 112.50 4.00 450.00

2305 Bentonite Powder kg 30.00 300.00 9,000.00



Sub-Total 11,300.58

Labours






Total 12,190.91



Say 14,020.00


Page No -73-

FITTING OF LIGHTNING SPIKE

7.01 Providing and fitting of Lightning Spike made of iron rod,10 mm diameter, 1.5 m

length, 1 kg welded with MS Flat iron 40x5mm, 0.5kg and 8 SWG GI wire 2.5kg, as



Materials

2501 Lightning Spike made of

iron rod,10 mm size, 1.5

m length, 1 kg welded

with MS Flat iron

40x5mm, 0.5kg and 8

SWG GI wire 2.5kg

No 500.00 1.00 500.00



Sub-Total 510.00

Labours






Total 833.33


Grand Total 958.33

Say 958.00


Page No -74-

FITTING OF LIGHTNING ARRESTER

7.02 Providing and erection of 0.280 kV, 2.5 kA Lightning Arrester conforming to IS:

3070 and IEC: 60099-4 for LT Line complete with Hard drawn standard

aluminium conductors galvanised steel wire reinforced: ACSR 6/1/2.59 mm

Weasel, M.S. Flat Iron of size 40x6 mm and M.S. Nuts & Bolts of size 16x50

mm full thread, as directed by the engineer in charge.


Materials

1503 Lightning Arrester 0.280

kV, 2.5 KA for LT Line

No 657.00 1.00 657.00

1205 Hard drawn standard

aluminium conductors

galvanized steelwire

reinforced conforming

to IS 398(Part-II) with

amendment No. 1, 2

and 3 or the latest

version thereof bearing

ISI mark :ACSR

6/1/2.59mm Weasel.

KM 25,692.00 0.01 128.46

1405 M.S. Flat Iron 40mmx6

mm

kg 105.84 0.25 26.46

2102 M.S. Nut & Bolt 16x50

mm full thread

conforming to IS : 1364-

2 (1992) or any


kg 162.00 0.25 40.50



Sub-Total 869.47

Labours






Total 957.80



Say 1,101.00


Page No -75-


7.03 Providing and erection of 9 kV, 5 kA Lightning Arrester conforming to IS: 3070

and IEC: 60099-4 complete with Hard drawn standard aluminium conductors

galvanised steel wire reinforced: ACSR 6/1/2.59 mm Weasel, M.S. Flat Iron of

size 40x6 mm and M.S. Nuts & Bolts of size 16x50 mm full thread, as directed



Materials

1502 Lightning Arrester 9 kV,

5 KA

No 1,875.00 1.00 1,875.00






amendment No. 1, 2

and 3 or the latest


ISI mark :ACSR

6/1/2.59mm Weasel.

KM 25,692.00 0.01 128.46


mm

kg 105.84 0.25 26.46

2102 M.S. Nut & Bolt 16x50

mm full thread


2 (1992) or any


kg 162.00 0.25 40.50



Sub-Total 2,111.83

Labours






Total 2,200.16



Say 2,530.00


Page No -76-


7.04 Providing and erection of 9 kV, 10 kA Lightning Arrester conforming to IS: 3070

and IEC: 60099-4 complete with Hard drawn stranded aluminium conductors

galvanised steel wire reinforced: ACSR 6/1/2.59 mm Weasel,M.S. Flat Iron of

size 40x6 mm and M.S. Nuts & Bolts of size 16x50 mm full thread, as directed



Materials

1501 Lightning Arrester 9kV,

10kA Station Class-II as

per IEC:60099-4 &

IS:3070 specification

No 12,500.00 1.00 12,500.00






amendment No. 1, 2

and 3 or the latest


ISI mark :ACSR

6/1/2.59mm Weasel.

KM 25,692.00 0.01 128.46


mm

kg 105.84 0.25 26.46

2102 M.S. Nut & Bolt 16x50

mm full thread


2 (1992) or any


kg 162.00 0.25 40.50



Sub-Total 12,949.33

Labours






Total 13,037.66



Say 14,993.00


Page No -77-

INSTALLATION AND FITTING OF DISTRIBUTION TRANSFORMER

8.01 Providing and installation of Outdoor type, oil immersed, naturally cooled 3ph, 50 Hz, Al

wound Distribution Transformer of vector group DYn-1 1 conforming to IS: 1180 (1964),

IS: 2026 (1962) or any amendments there of and ISI marked of the capacity 25 kVA,

11/0.415 kV as directed by the engineer in charge. The transformer should be installed

at an appropriate height to facilitate safety working clearance as specified in Schedule

VII of the CEA (Measures relating to Safety and Electric Supply Regulations), 2010.


Material

1301

Out door type oil

immersed naturally cooled

3-ph, 50Hz Al-wound

Distribution Transformer

of vector group DYn-1 1


(1964) and IS : 2026

(1962) or latest version

thereof and ISI marked of

the following capacity 25

kVA 11/0.415 kV

No 68,850.00 1.00 68,850.00


Contingency (2% on Material Cost) 1,377.00

Sub-Total 70,227.00

Labours






Total 73,962.00



Say 85,056.00


Page No -78-



wound Distribution Transformer of vector group DYn-1 1 conforming to IS: 1180 (1964)

and IS: 2026 (1962) or any amendments there of and ISI marked of the capacity 63 kVA,

11/0.415 kV as directed by the engineer in charge. The transformer should be installed

at an appropriate height to facilitate safety working clearance as specified in Schedule

VII of the CEA (Measures relating to Safety and Electric Supply Regulations), 2010.


Material

1302

Out door type oil


3-ph, 50Hz Al-wound


of vector group DYn-11


(1964) and IS : 2026




kVA 11/0.415 kV

No 122,850.00 1.00 122,850.00



Sub-Total 125,307.00

Labours






Total 129,922.00



Say 149,410.00


Page No -79-



wound Distribution Transformer of vector group DYn-1 1 conforming to IS: 1180 (1964)

and IS: 2026 (1962) or any amendments there of and ISI marked of the capacity 100 kVA,

11/0.415 kV as directed by the engineer in charge. The transformer should be installed at

an appropriate height to facilitate safety working clearance as specified in Schedule VII of

the CEA (Measures relating to Safety and Electric Supply Regulations), 2010.


Material

1303

Out door type oil


3-ph, 50Hz Al-wound


of vector group DYn- 11


(1964) and IS : 2026




kVA 11/0.415 kV

No 179,887.50 1.00 179,887.50




Labours






Total 188,540.25



Say 216,821.00


Page No -80-


8.04 Providing and installation of Outdoor type, oil immersed, naturally cooled 3ph, 50 Hz, Cu

wound Distribution Transformer of vector group DYn-11 with tap changer conforming to

IS: 1180 (1964) and IS: 2026 (1962) or any amendments there of and ISI marked of the

capacity 250 kVA, 11/0.415 kV as directed by the engineer in charge. The transformer

should be installed at an appropriate height to facilitate safety working clearance as

specified in Schedule VII of the CEA (Measures relating to Safety and Electric Supply

Regulations), 2010.


Material

1304

Out door type oil


3-ph, 50Hz Cu-wound



with tap changer


(1964) and IS : 2026




kVA 11/0.415 kV

No 375 ,300.00 1.00 375 ,300.00




Labours






Total 389,401.00



Say 447,811.00


Page No -81-



wound Distribution Transformer of vector group DYn-1 1 with tap changer conforming to





Regulations), 2010.


Material

1305

Out door type oil

immersed naturally 3-ph,

10Hz Cu-wound



with tap changer and air

breather with first filling

oil conforming to IS : 1180

(1964) and IS : 2026




kVA 11/0.415 kV

No 1,010,515.50 1.00 1,010,515.50

Total Cost of Materials 1,010,515.50


Sub-Total 1,030,725.81

Labours






Total 1,039,280.81


Grand Total 1,195,172.93

Say 1,195,173.00


Page No -82-








Regulations), 2010.


Material

1306

Out door type oil immersed

naturally 3-ph, 10Hz Cu-

wound Distribution

Transformer of vector

group DYn-1 1 with tap

changer conforming to IS :

1180 (1964) and IS : 2026




kVA 11/0.415 kV

No 1,099,575.00 1.00 1,099,575.00



Sub-Total 1,121,566.50

Labours






Total 1,130,781.50



Say 1,300,399.00


Page No -83-



wound Distribution Transformer of vector group DYn- 11 with tap changer conforming to





Regulations), 2010.


Material

1307

Out door type oil immersed

naturally 3-ph, 10Hz Cu-

wound Distribution

Transformer of vector

group DYn-1 1 with tap

changer conforming to IS :

1180 (1964) and IS : 2026




kVA 11/0.415 kV

No 1,215,000.00 1.00 1,215,000.00



Sub-Total 1,239,300.00

Labours






Total 1,250,605.00



Say 1,438,196.00


Page No -84-








Regulations), 2010.


Material

1308

Out door type oil


3-ph, 50Hz Cu-wound


of vector group DYn- 11

with tap changer


(1964) and IS : 2026



the following capacity

1000 kVA 11/0.415 kV

No 1 ,771 ,875.00 1.00 1 ,771 ,875.00



Sub-Total 1,807,312.50

Labours






Total 1,819,957.50



Say 2,092,951.00


Page No -85-

INSTALLATION OF COMPACT SWITCHGEAR SUBSTATION

8.09 Providing and installation of 100 kVA, 11/0.415 kV, DYn-1 1 Compact Switchgear

Substation (CSS) Transformer with off circuit tap of rating +5 to -5 @ 2.5% comprising of

the following components ; as directed by the engineer in charge

a) HT Switchgear: 11 kV, 200 A, Air Insulated Switchgear consisting of Load Break

Switchand Fuse for protection of transformer, Interconnection between HT switchgear

and transformer shall be using 1Cx3x25 sq.mm Al unarmoured XLPE cable. The system

includes HT&LT metering components.

b) LT Switchboard: 250 A, 3P, 36 kA Fixed manual MCCB with Microprocessor based O/C, E/F, S/C

release as incomer cum outgoing


Material

1309

100kVA, 11/0.415 kV,

Dyn1 1 CSS Transformer

with off circuit tap of

rating +5 to-5 @ 2.5%

comprising of

a) HT Switchgear: 11kV,

200A, Air Insulated

Switchgear consisting of

Load Break Switchand

Fuse for protection of

transformer,

Interconnection between

HTswitchgear and

transformer shall be using

1Cx3x25 sq.mm

Al.unarmorured XLPE

Cable. The system

includes HT & LT metering

components.

b) LT Switchboard: 250A 3P

36kA Fixed Manual MCCB

with Microprocessor based

O/C, E/F, S/C release as


No 1 ,951 ,000.00 1.00 1 ,951 ,000.00



Sub-Total 1,990,020.00

Labours



1003 Labour Semi-Skilled manday 250.00 5.00 1,250.00



Total 2,010,030.00



Say 2,311,535.00


Page No -86-

http://sq.mm/

http://sq.mm/


8.10 Providing and installation of 160 kVA, 11/0.415 kV, DYn-11 Compact Switchgear Substation

(CSS) Transformer with off circuit tap of rating +5 to -5 @ 2.5% comprising of the following

components ; as directed by the engineer in charge

a) HT Switchgear: 11 kV, 200 A, Air Insulated Switchgear consisting of Load Break

Switchand Fuse for protection of transformer, Interconnection between HT switchgear and

transformer shall be using 1Cx3x25 sq.mm Al unarmoured XLPE cable. The system includes

HT&LT metering components.




Material

1310

160kVA, 11/0.415 kV, Dyn11

CSS Transformer with off

circuit tap of rating +5 to-5

@ 2.5% comprising of

a) HT Switchgear: 11kV, 200A,

Air Insulated Switchgear

consisting of Load Break

Switchand Fuse for protection

of transformer, Interconnection

between HTswitchgear and


1Cx3x25 sq.mm

Al.unarmorured XLPE Cable.

The system includes HT & LT

metering components.

b) LT Switchboard: 250A 3P 36kA

Fixed Manual MCCB with

Microprocessor based O/C, E/F,

S/C release as incomer cum

outgoing.

No 2,380,000.00 1.00 2,380,000.00



Sub-Total 2,427,600.00

Labours






Total 2,450,030.00



Say 2,817,535.00


Page No -87-

http://sq.mm/

http://sq.mm/


8.11 Providing and installation of 200 kVA, 11/0.415 kV, DYn-11 Compact Switchgear Substation

(CSS) Transformer with off circuit tap of rating +5 to -5 @ 2.5% comprising of the following

components ; as directed by the engineer in charge

a) HT Switchgear: 11 kV, 200 A, Air Insulated Switchgear consisting of Load Break Switchand

Fuse for protection of transformer, Interconnection between HT switchgear and transformer

shall be using 1Cx3x25 sq.mm Al unarmoured XLPE cable. The system includes HT&LT


b) LT Switchboard: 320 A, 3P, 36 kA Fixed manual MCCB with Microprocessor based O/C,

E/F, S/C release as incomer cum outgoing


Material

1311

200kVA, 11/0.415 kV,

Dyn11 CSS Transformer

with off circuit tap of rating

+5 to-5 @ 2.5% comprising of

a) HT Switchgear: 11kV,

200A, Air Insulated

Switchgear consisting of Load

Break Switchand Fuse for

protection of transformer,

Interconnection between

HTswitchgear and


1Cx3x25 sq.mm

Al.unarmorured XLPE Cable.

The system includes HT & LT


b) LT Switchboard: 320A 3P

36kA Fixed Manual MCCB

with Microprocessor based

O/C, E/F, S/C release as


No 2,675,000.00 1.00 2,675,000.00



Sub-Total 2,728,500.00

Labours






Total 2,754,230.00



Say 3,167,365.00


Page No -88-

http://sq.mm/

http://sq.mm/


8.12 Providing and installation of 250 kVA, 11/0.415 kV, DYn-11 Compact Switchgear Substation (CSS)

Transformer with off circuit tap of rating +5 to -5 @ 2.5% comprising of the following components; as directed

by the engineer in charge:

a) HT Switchgear: 11 kV, 630 A, 21 kA for 3 sec, SF6 insulated Non-Extinsible Compact switchgear

(Type DV) consisting of one no. Direct Switch and one no. Fixed Manual Vacuum Circuit Breaker in

SF6 with insulated stainless steel enclosure, with series trip, self powered microprocessor based

numerical relay for over current and earth fault (IDMTL+inst.) protection, interconnection between

HT switchgear and transformer shall be using 1Cx3x25 sq.mm Al unarmoured XLPE cable. The

system includes HT&LT metering components.

b) LT Switchboard: 400 A, 3P, 36 kA Fixed manual MCCB with Microprocessor based O/C, E/F, S/C release

as incomer cum outgoing


Material

1312

250kVA, 11/0.415 kV, Dyn11 with off

circuit tap of rating +5 to-5 @ 2.5%

comprising of

a) HT Switchgear: 1 1kV,630A,2

1KA for 3sec, SF6 insulated Non-

Extinsible Compact switchgear

(Type DV) consisting of one No.

Direct Switch and One No. Fixed

Manual Vacuum Circuit Breaker in

SF6 with insulated stainless steel

enclosure, with series trip, self

powered microprocessor based

numerical relay for over current and

earth fault (IDMTL + Inst.)

protection. Interconnection between

HT switchgear and transformer

shall be using 1Cx3x25 sq.mm Al.

unarm orured XLPE Cable. The

systemincludes HT & LT metering

components



Microprocessor based O/C, E/F, S/C

release as incomer cum outgoing.

No 2,940,600.00 1.00 2,940,600.00



Sub-Total 2,999,412.00

Labours






Total 3,027,342.00



Say 3,481,443.00


Page No -89-

http://sq.mm/

http://sq.mm/


8.13 Providing and installation of 315 kVA, 11/0.415 kV, DYn-11 Compact Switchgear Substation (CSS)

Transformer with off circuit tap of rating +5 to -5 @ 2.5% comprising of the following components; as

directed by the engineer in charge

a) HT Switchgear: 11 kV, 630 A, 21 kA for 3 sec, SF6 insulated Non-Extinsible Compact

switchgear (Type DV) consisting of one no. Direct Switch and one no. Fixed Manual Vacuum

Circuit Breaker in SF6 with insulated stainless steel enclosure, with series trip, self powered

microprocessor based numerical relay for over current and earth fault (IDMTL+inst.) protection,

interconnection between HT switchgear and transformer shall be using 1Cx3x25 sq.mm Al

unarmoured XLPE cable. The system includes HT&LT metering components.




Material

1313



comprising of

a) HT Switchgear: 11kV,630A,21KA

for 3sec, SF6 insulated Non-

Extinsible Compact switchgear (Type

DV) consisting of one No. Direct

Switch and One No. Fixed Manual

Vacuum Circuit Breaker in SF6 with

insulated stainlesssteel enclosure,

with series trip, self powered

microprocessor based numerical

relay for over current and earth fault

(IDMTL + Inst.) protection.

Interconnection between HT

switchgear and transformershall be

using 1Cx3x25 sq.mm Al.

unarm orure d XLPE Cable. The

system includes HT & LT metering

components





No 3,450,800.00 1.00 3,450,800.00



Sub-Total 3,519,816.00

Labours






Total 3,551,046.00



Say 4,083,703.00


Page No -90-

http://sq.mm/

http://sq.mm/


8.14 Providing and installation of 400 kVA, 11/0.415 kV, DYn-1 1 CSS Transformer with off circuit tap

of rating +5 to -5 @ 2.5% comprising of the following components ; as directed by the engineer in

charge







b) LT Switchboard: 630 A, 3P, 36 kA Fixed manual ACB with Microprocessor based O/C, E/F, S/C release

as incomer cum outgoing


Material

1314



comprising of

a) HT Switchgear: 11kV,630A,21KA


Extinsible Compact switchgear

(Type DV) consisting of one No.

Direct Switch and One No. Fixed

Manual Vacuum Circuit Breaker in

SF6 with insulated stainlesssteel

enclosure, with series trip, self

powered microprocessor based

numerical relay for over current and

earth fault (IDMTL + Inst.)

protection. Interconnection between

HT switchgear and transformershall

be using 1Cx3x25 sq.mm Al.

unarmorured XLPE Cable. The


components


Fixed Manual ACCB with



No 3 ,745 ,000.00 1.00 3 ,745 ,000.00



Sub-Total 3,819,900.00

Labours






Total 3,853,330.00



Say 4,431,330.00


Page No -91-

http://sq.mm/

http://sq.mm/


8.15 Providing and installation of 500 kVA, 11/0.415 kV, DYn-11 CSS Transformer with offcircuit tap of

rating +5 to -5 @ 2.5% comprising of the following components ; as directed by the engineer in

charge


(Type DV) consisting of one no. Direct Switch and one no. Fixed Manual Vacuum Circuit Breaker

in SF6 with insulated stainless steel enclosure, with series trip, self powered microprocessor

based numerical relay for over current and earth fault (IDMTL+inst.) protection, interconnection

between HT switchgear and transformer shall be using 1Cx3x25 sq.mm Al unarmoured XLPE

cable. The system includes HT&LT metering components.

b ) T S Sl. No. 00 A, 3P, 50 k Description l ACB Unit h Microproc Rate/Unit base Qty. E/F, S/C Amount

Material

1315

500kVA, 11/0.415 kV, Dyn1 1 with off


comprising of

a) HT Switchgear: 1 1kV,630A,21KA


Extinsible Compact switchgear (Type

DV) consisting of one No. Direct

Switch and One No. Fixed Manual

Vacuum Circuit Breaker in SF6 with

insulated stainlesssteel enclosure,

with series trip, self powered

microprocessor based numerical

relay for over current and earth fault

(IDMTL + Inst.) protection.

Interconnection between HT

switchgear and transformershall be

using 1Cx3x25 sq.mm Al.

unarmorured XLPE Cable. The


components


Fixed Manual ACB with



No 3,980,400.00 1.00 3,980,400.00



Sub-Total 4,060,008.00





Total Cost of Labours 35,630.00 Total 4,095,638.00



Say 4,709,984.00

Supervision (15% on Labour Cost) L

Page No -92-

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INSTALLATION OF COMPACT SW ITCHGEAR SUBSTATION

8.16 Providing and installation of 630 kVA, 11/0.415 kV, DYn-11 CSS Transformer with off circuit tap of

rating +5 to -5 @ 2.5% comprising of the following components ; as directed by the engineer in

charge







:

Labours






Total 4,884,440.00



Say 5,617,106.00

Supervision (15% on Labour Cost) Sl. No.

Page No -93-

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Sl. No.

Materials

Description

1401 M.S. Channel 75 x 40 x 6

mm


mm

2102 M.S. Nut & Bolt 16x50

mm full thread


2 (1992) or any


2103 M.S. Nut & Bolt 16 x

155 mm full thread


2 (1992) or any


2201 Aluminium Paint

2203 Red Oxide Paint

PLACING OF DISTRIBUTION TRANSFORMER

PREPARATION OF DT MOUNTING STRUCTURE

9.01 Providing and Erection of Mounting Structure for Distribution Transformer up to 100

kVA, GOAB Switch, Arcing Horn fuse Unit etc, mounted between two SP-35 (swagged

steel tubular poles) 2.44 m apart, as directed by the engineer in charge.The height of

DT mounting channel should facilitate safety working clearance, as specified in

Schedule VII of the CEA (Measures relating to Safety and Electric Supply

Regulations), 2010.

Unit Rate/Unit Qty.

kg 105.84 176.72

kg 105.84 4.39

kg 162.00 2.63

kg 162.00 6.73

Lit 170.00 0.10

Lit 125.00 0.10

Labours

Total 22,698.32



Say 26,103.00


Amount

18,703.52

464.70

425.74

1,090.58

17.00

12.50


Contingency (2% on Material Cost)

Sub-Total

414.28

21,128.32


1001 Labour Skilled-I man day 380.00 1.00

1002 Labour Skilled-II man day 310.00 1.00

1003 Labour Semi-Skilled manday 250.00 0.00

1004 Labour Un-skilled man day 220.00 4.00

380.00

310.00

-

880.00

Page No -94-

Sl. No. Description

Materials

1401 M.S. Channel 75 x 40 x 6

mm


mm

2102 M.S. Nut & Bolt 16x50

mm full thread


2 (1992) or any


2103 M.S. Nut & Bolt 16 x

155 mm full thread


2 (1992) or any


2201 Aluminium Paint

2203 Red Oxide Paint

PREPARATION OF DT MOUNTING STRUCTURE

9.02 Providing and Erection of Mounting Structure for Distribution Transformer up to 100

kVA fitted with GOAB Switch, Drop Out Fuse Unit, mounted between two SP-35

(swagged steel tubular poles) 2.44 m apart, as directed by the engineer in charge. The

height of DT mounting channel should facilitate safety working clearance, as


Regulations), 2010.

Unit Rate/Unit Qty.

kg 105.84 176.72

kg 105.84 4.39

kg 162.00 2.63

kg 162.00 6.73

Lit 170.00 0.10

Lit 125.00 0.10

Labours

Total 22,698.32



Say 26,103.00


Amount

18,703.52

464.70

425.74

1,090.58

17.00

12.50



Sub-Total 21,128.32


1001 Labour Skilled-I manday 380.00 1.00

1002 Labour Skilled-II manday 310.00 1.00

1003 Labour Semi-Skilled manday 250.00 0.00

1004 Labour Un-skilled manday 220.00 4.00

380.00

310.00

-

880.00

Page No -95-

CONSTRUCTION OF GROUND MOUNTED DT PLATFORM

9.02 Construction of Ground Mounted Platform for Distribution Transformer above 100 kVA

upto 250 kVA at a height of 1.4 metres from ground level,1.5 x 2.0 metres

area,constructed with stone masonry and top PCC 15 cm thick.


Material 1401 M.S. Channel 75 x 40 x 6

mm

kg 105.84 329.47 34,870.67


mm

kg 105.84 4.39 464.70

2102 M.S. Nut & Bolt 16x50

mm full thread


64- 2 (1992) or any

amendments up to

kg 162.00 2.50 405.00



2301 Cement cum 13,750.00 0.02 275.00

2302 River Sand cum 2,100.00 0.06 126.00

2303 Stone Aggregate 10-20

mm

cum 1,890.00 0.12 226.80


Labours






Total 38,890.92



Say 44,725.00


Page No -96-




area,constructed with stone masonry and top PCC 15 cm thick, as directed by the

engineer in charge. The height of DT mounting channel should facilitate safety

working clearance, as specified in Schedule VII of the CEA (Measures relating to

Safety and Electric Supply Regulations) 201 0

A Regular coursed rubble masonry with hard stone in foundation upto one storey above and below

ground level including curing, etc. complete.

in cement mortar 1 : 3 ( 1cement : 3 fine sand)

Details of cost for 1.00 cum

Description Unit Rate/Unit Qty. Amount

(A) MATERIALS

(i) Blasted rubble cum 1.21 600.00 726.00

(ii) Through and bond sto n cum 0.16 2500.00 400.00

(7no x

0.24x0.24mx0.39m =

0.16 cum)

(iii) Cement mortar 1:3 cum 0.30 5914.40 1,774.32

(A) 2,900.32

(B) LABOURS

(i) 2nd class mason each 2.12 320.00 678.40

(i i ) Semi skilled each 0.90 250.00 225.00

(i i i )Unski l led each 1.95 220.00 429.00

1,332.40

Scaffolding @ 10% 133.24

Sundries and contingencies @ 3% 39.97

(B) 1,505.61

TOTAL (A) + (B) 4,405.93

Add water charge @ 1% 44.06

TOTAL 4,449.99

Add CPOH @ 15% 667.50

Cost for 1.00 cum 5,117.49

Sub-total cum 4.20 21,493.46

Page No -97-

B Providing and laying in position cement concrete of specified grade excluding cost of centering

and shuttering - All work upto plinth level:

1:2:4 (1 cement :2 course sand :4 stone aggregate 20mm nominal size) Details

of Cost for 1.00 cum


(A) MATERIALS :

(i) Stone aggregate 20mm cum 0.67 1800.00 1,206.00

(ii) Stone aggregate 10mm cum 0.22 1800.00 396.00

Carriage of stone aggregat cum 0.89 73.42 65.34

(iii) Coarse sand cum 0.45 850.00 378.25

Carriage of course sand cum 0.45 73.42 32.67

(iv) Cement (0.2225 cum ) tonne 0.32 9000.00 2,880.00

(iii) Carriage of cement tonne 0.32 37.46 11.99

(B) LABOURS :

Ist class mason day 0.10 450.00 45.00

Unskilled day 1.63 220.00 358.60

Semi skilled day 0.70 250.00 175.00

Hire charge of concrete m i rday 0.07 1668.00 116.76

Vibrator day 0.07 1068.00 74.76

Sundries L.S 14.30 8.00 114.40

TOTAL 5,854.77


TOTAL 5,913.32

Add CPOH @ 15% 887.00

Cost for 1.00 cum 6,800.32

Sub-total cum 0.45 3,060.14

Total Cost 24,553.60

24,554.00

Page No -98-




area,constructed with stone masonry and top PCC 15 cm thick, as directed by the

engineer in charge. The height of DT mounting channel should facilitate safety working

clearance, as specified in Schedule VII of the CEA (Measures relating to Safety and

Electric Supply Regulations) 2 0 1 0

Regular coursed rubble masonry with hard stone in foundation upto one storey above A

and below ground level including curing, etc. complete.

in cement mortar 1 : 3 ( 1cement : 3 fine sand)



(A) MATERIALS

(i) Blasted rubble cum 1.21 600.00 726.00

(ii) Through and bond sto n cum 0.16 2500.00 400.00

(7no x 0.24x0.24mx0.39m = 0.16 cum) (iii) Cement mortar 1:3 cum 0.30 5914.40 1,774.32

(A) 2,900.32

(B) LABOURS

(i) 2nd class mason each 2.12 320.00 678.40

(ii) Semi skilled each 0.90 250.00 225.00

(iii) Unskilled each 1.95 220.00 429.00

1,332.40

Scaffolding @ 10% 133.24


(B) 1,505.61

TOTAL (A) + (B) 4,405.93


TOTAL 4,449.99

Add CPOH @ 15% 667.50

Cost for 1.00 cum 5,117.49

Sub-total cum 5.00 25,587.45

Page No -99-

B Providing and laying in position cement concrete of specified grade excluding cost

of centering and shuttering - All work upto plinth level:

1:2:4 (1 cement :2 course sand :4 stone aggregate 20mm nominal size) Details

of Cost for 1.00 cum


(A) MATERIALS :

(i) Stone aggregate 20mm cum 0.67 1800.00 1,206.00

(ii) Stone aggregate 10mm cum 0.22 1800.00 396.00

Carriage of stone aggregat cum 0.89 73.42 65.34

(iii) Coarse sand cum 0.45 850.00 378.25


(iv) Cement (0.2225 cum ) tonne 0.32 9000.00 2,880.00

(iii) Carriage of cement tonne 0.32 37.46 11.99

(B) LABOURS :

Ist class mason day 0.10 450.00 45.00

Unskilled day 1.63 220.00 358.60

Semi skilled day 0.70 250.00 175.00

Hire charge of concrete m rday 0.07 1668.00 116.76

Vibrator day 0.07 1068.00 74.76

Sundries L.S 14.30 8.00 114.40

TOTAL 5,854.77


TOTAL 5,913.32

Add CPOH @ 15% 887.00

Cost for 1.00 cum 6,800.32

Sub-total cum 0.75 5,100.24

Total Cost 30,687.69

30,688.00

Page No -100-

LAYING AND Fitting OF CABLES

10.01 Providing and Fitting of per meter length 1.1kV Armoured cable 1 core, 10 sq.mm

conforming to IS: 1554-1 (1988) or any ammendments with 10 sq.mm Aluminium

Cable Lug long barrel, as directed by the engineer in charge.


Materials

1601 1.1 kV Aluminium

Armoured Cable 1 core, 10

sq.mm conforming to IS :

1554-1 (1988) or any

ammendments

m 87.00 25.00 2,175.00



Sub-Total 2,218.50

Labours






Total 2,496.83



Say 2,871.00

Say 115.00

Supervision (15% on Labour Cost) 1 .67

Running Circuit Metre Cost

114.84

Page No -10 1-

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LAYING AND FITTING OF CABLES

10.02 Providing and Fitting of 1.1kV Aluminium Armoured cable of per meter length, 1

core, 16 sq.mm conforming to IS : 1554-1 (1988) or any ammendments with 16

sq.mm Aluminium Cable Lug long barrel, as directed by the engineer in charge.


Materials




1554-1 (1988) or any

ammendments

m 102.00 25.00 2,550.00



Sub-Total 2,601.00

Labours






Total 2,879.33



Say 3,311.00

Say 132.00



132.44

Page No -102-

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http://sq.mm/


10.03 Providing and Fitting of 1.1kV Armoured cable of per meter length, 1 core, 35 sq.mm

conforming to IS : 1554-1 (1988) or any ammendments with35 sq.mm Aluminium



Materials


Armoured Cable 1 core,

35 sq.mm conforming to

IS : 1554-1 (1988) or any

ammendments

m 147.00 25.00 3,675.00



Sub-Total 3,748.50

Labours






Total 4,081.83



Say 4,694.00

Say 188.00



187.76

Page No -103-

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10.04 Providing and Fitting of length 1.1kV Armoured cable of per meter length, 1 core, 50

sq.mm conforming to IS : 1554-1 (1988) or any ammendments with 50 sq.mm

Aluminium Cable Lug long barrel, as directed by the engineer in charge.


Materials




IS : 1554-1 (1988) or any

ammendments

m 191.00 25.00 4,775.00



Sub-Total 4,870.50

Labours






Total 5,203.83



Say 5,984.00

Say 239.00



239.36

Page No -104-

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10.05 Providing and Fitting of length 1.1 kV Armoured cable of per meter length, 1 core, 70




Materials




IS : 1554-1 (1988) or any

ammendments

m 225.00 25.00 5,625.00



Sub-Total 5,737.50

Labours






Total 6,107.50



Say 7,024.00

Say 281.00



280.96

Page No -105-

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http://sq.mm/



conforming to IS : 1554-1 (1988) or any ammendments with 95 sq.mm Aluminium



Materials




IS : 1554-1 (1988) or any

ammendments

m 278.00 25.00 6,950.00



Sub-Total 7,089.00

Labours






Total 7,459.00



Say 8,578.00

Say 343.00



343.12

Page No -106-

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http://sq.mm/






Materials




IS : 1554-1 (1988) or any

ammendments

m 375.00 25.00 9,375.00



Sub-Total 9,562.50

Labours






Total 9,987.50



Say 11,486.00

Say 459.00



459.44

Page No -107-

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http://sq.mm/



conforming to IS : 1554-1 (1988) or any ammendments with 150 sq.mm Cable Lug

long barrel, as directed by the engineer in charge.


Materials



150 sq.mm conforming

to IS : 1554-1 (1988) or

any ammendments

m 525.00 25.00 13,125.00



Sub-Total 13,387.50

Labours






Total 13,812.50



Say 15,884.00

Say 635.00

Supervision (15% on Labour Cost) 2 . 5 5


635.36

Page No -108-

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10.09 Providing and Fitting of length 1.1kV Armoured cable of per meter length, 1 core, 185




Materials




IS : 1554-1 (1988) or any

ammendments

m 585.00 25.00 14,625.00



Sub-Total 14,917.50

Labours






Total 15,342.50



Say 17,644.00

Say 706.00



705.76

Page No -109-

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http://sq.mm/

http://sq.mm/






Materials



225 sq.mm conforming

to IS : 1554-1 (1988) or

any ammendments

m 772.00 25.00 19,300.00



Sub-Total 19,686.00

Labours






Total 20,111.00



Say 23,128.00

Say 925.00



925.12

Page No -110-

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http://sq.mm/

http://sq.mm/



conforming to IS : 1554-1 (1988) or any ammendments with 300 sq.mm Aluminium Cable Lug

long barrel, as directed by the engineer in charge.


Materials




1554-1 (1988) or any

ammendments

m 960.00 25.00 24,000.00



Sub-Total 24,480.00

Labours






Total 24,905.00



Say 28,641.00

Say 1,146.00



1,145.64

Page No -111-

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http://sq.mm/

http://sq.mm/






Materials


Armoured Cable 1

core,400 sq.mm

conforming to IS : 1554- 1

(1988) or any

ammendments

m 1,035.00 25.00 25,875.00



Sub-Total 26,392.50

Labours






Total 26,854.17



Say 30,882.00

Say 1,235.00



1,235.28

Page No -112-

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http://sq.mm/

http://sq.mm/






Materials




IS : 1554-1 (1988) or any

ammendments

m 1,650.00 25.00 41,250.00



Sub-Total 42,075.00

Labours






Total 42,536.67



Say 48,917.00

Say 1,957.00



1,956.68

Page No -113-

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http://sq.mm/

http://sq.mm/

ERECTION OF GI POLE FOR LT BUS BAR ARRANGEMENT

INSTALLATION OF LT BUS BAR FOR ABOVE 250kVA, 11/0.415kV DISTRIBUTION TRANSFORMER

10.14 Providing and installation of LT Bus bar for above 250kVA, 11/0.415kV Distribution Transformer by

using GI Pipe 40mm dia structure with Grasshopper conductor bus bar and Strap type LT shackle

insulator and other accessories, as directed by the engineer in charge.


Materials

2504 GI Pipe 40mm dia, 4.13m long with a GI

base plate of 30x30x0.5cm welded at the

bottom

No 2,742.59 2.00 5,485.18

1203 Hard drawn standard aluminium

conductors conforming to IS 398(Part-I)

with amendment No. 1, 2 and 3 or the

latest version thereof bearing ISI mark

:Conductor, AAC,7/3.91 mm Grasshopper

Km 68,785.00 0.01 825.42

1806 Shackle Insulator (Pin/Strap Type) 70x90

mm conforming to IS : 1445 (1977) or any


No 39.00 8.00 312.00

1807 Shackle Strap for 70x90 mm Shackle

Insulator

Pair 14.00 8.00 112.00

1808 Shackle Nut Bolt 12x100 mm(GI) kg 174.96 0.25 43.74


2102 M.S. Nut & Bolt 16x50 mm full thread

conforming to IS : 1364-2 (1992) or any


kg 162.00 2.93 474.66

1401 M.S. Channel 75 x 40 x 6 mm kg 105.84 25.23 2,670.34

2301 Cement cum 13,750.00 0.34 4,675.00

2302 River Sand cum 2,100.00 1.00 2,100.00

2303 Stone Aggregate 10-20 mm cum 1,890.00 2.00 3,780.00



Sub-Total 21,740.77

Labours






Total 23,862.44



Say 27,442.00


Page No -114-

FITTING OF CABLE JOINTING KIT

10.15 Providing and Fitting 1.1kV Armoured cable Jointing Kit per Number, 1 core, 10




Materials

2010 LT Cable Jointing Kit No 2,770.00 1 2,770.00

1701 Aluminium Cable Lug

long barrel , 10 Sq.mm

No 5.00 1 5.00



Sub-Total 2,830.50

Labours






Total 2,924.50



Say 3,363.00


Page No -115-

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http://sq.mm/






Materials




No 8.00 1 8.00



Sub-Total 2,833.56

Labours






Total 2,927.56



Say 3,367.00


Page No -116-

http://sq.mm/

http://sq.mm/






Materials




No 12.00 1 12.00



Sub-Total 2,837.64

Labours






Total 2,931.64



Say 3,371.00


Page No -117-

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10.18 Providing and Fitting 1.1 kV Armoured cable Jointing Kit per Number, 1 core, 50




Materials




No 15.00 1 15.00



Sub-Total 2,840.70

Labours






Total 2,934.70



Say 3,375.00


Page No -118-

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Materials

2010 LT Cable Jointing Kit No 2,770.00 1.00 2,770.00


long barrel , 70Sq.mm

No 30.00 1.00 30.00



Sub-Total 2,856.00

Labours






Total 2,950.00



Say 3,393.00


Page No -119-

http://sq.mm/

http://sq.mm/

http://70sq.mm/






Materials

2010 LT Cable Jointing Kit No 2,770.00 1.00 2,770.00



No 35.00 1.00 35.00



Sub-Total 2,861.10

Labours






Total 2,955.10



Say 3,398.00


Page No -120-

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Materials




No 42.00 1 42.00



Sub-Total 2,868.24

Labours






Total 2,962.24



Say 3,407.00


Page No -121-

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Materials




No 53.00 1 53.00



Sub-Total 2,879.46

Labours






Total 2,973.46



Say 3,419.00


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Materials




No 68.00 1 68.00



Sub-Total 2,894.76

Labours






Total 2,988.76



Say 3,437.00


Page No -123-

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Materials




No 83.00 1 83.00



Sub-Total 2,910.06

Labours






Total 3,004.06



Say 3,455.00


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Materials




No 115.00 1 115.00



Sub-Total 2,942.70

Labours






Total 3,036.70



Say 3,492.00


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Materials




No 165.00 1 165.00



Sub-Total 2,993.70

Labours






Total 3,087.70



Say 3,551.00


Page No -126-

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Materials



long barrel , 630Sq.mm

No 188.00 1 188.00



Sub-Total 3,017.16

Labours






Total 3,111.16



Say 3,578.00


Page No -127-

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http://sq.mm/

http://630sq.mm/

FITTING OF CABLES T-CONNECTOR

10.28 Providing and Fitting 1.1kV Armoured cable T-Connector per Number, 1 core, 300

sq.mm as directed by the engineer in charge.


Materials

1714 T-Connector for 300

sq.mm Cable

No 1,600.00 1 1,600.00



Sub-Total 1,632.00

Labours






Total 1,707.00



Say 1,963.00


Page No -128-

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10.29 Providing and Fitting 1.1kV Armoured cable T-Connector per Number, 1 core, 400

sq.mm as directed by the engineer in charge.


Materials


sq.mm Cable

No 1,760.00 1 1,760.00



Sub-Total 1,795.20

Labours






Total 1,870.20



Say 2,151.00


Page No -129-

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10.30 Providing and Fitting 1.1kV Armoured cable T-Connector per Number, 1 core, 630 sq.mm as



Materials


sq.mm Cable

No 1,936.00 1 1,936.00



Sub-Total 1,974.72

Labours






Total 2,049.72



Say 2,357.00


Page No -130-

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PROTECTION OF DISTRIBUTION TRANSFORMER

FITTING OF GANG SWITCH COMPLETE

11.01 Providing and Fitting of 200A, 11 kV Gang Operated Air Break Switch conforming to

IS : 2544 - 1973, IS : 9921 (Part I-V) or any ammendments up to date with 200 A,

1 1 kV fuse unit with arcing horn, as directed by the engineer in charge.


Materials

2901 11 kV Gang Operated

Air Break Switch,

200 A, conforming to

IS : 2544 - 1973, IS :

9921 (Part I-V) or

any ammendments

Set 14,490.00 1.00 14,490.00

2902 11 kV Fuse Unit with

Arcing Horn, 200 A,

conforming to 9385

(Part 2) - 1980

ammended up to date

Set 7,087.50 1.00 7,087.50



Sub-Total 22,009.05

Labours






Total 24,034.05



Say 27,639.00


Page No -131-

FITTING OF VERTICALLY OPERATED GANG SWITCH

11.02 Providing and Fitting of Horizontally operated, Single break 11 kV Isolator complete

with Drop out Fuse unit, conforming to IS : 9921 and any other relevant standards

ammended up to date, as directed by the engineer in charge.


Materials

2903 Horizontally operated

Single break 11 kV

Isolator complete with

Drop out Fuse unit,


and any other relevant

standards ammended

up to date.

Set 34,650.00 1.00 34,650.00



Sub-Total 35,343.00

Labours






Total 37,203.00



Say 42,783.00


Page No -132-

INSTALLATION OF MAIN SWITCH

11.03 Providing and Installation of 63 A, 3 phase HRC Main Switch conforming to IEC :

60947 (Part 3) - 1999 or any ammendments up to date with 63 A HRC Fuse, as



Materials

2701 3 phase HRC Main

Switch, 63 A conforming

to IEC : 60947 (Part 3) -

1999 or any

ammendments up to

date.

No 4,977.00 1.00 4,977.00

2801 HRC Fuse, 63 A,

conforming to IS :

13703 - 1993 or any

ammendments up to

date.

No 570.00 3.00 1,710.00



Sub-Total 6,820.74

Labours




1004 Labour Un-skilled manday 220.00 0.00 -


Total 6,975.74



Say 8,022.00


Page No -133-


11.04 Providing and Installation of 3 phase HRC Main Switch, 100 A conforming to IEC :

60947 (Part 3) - 1999 or any ammendments up to date with 100 A HRC Main Fuse,



Materials


Switch, 100 A

conforming to IEC :

60947 (Part 3) - 1999 or

any ammendments up

to date.

No 6,678.00 1.00 6,678.00

2802 HRC Fuse, 100 A,

conforming to IS :

13703 - 1993 or any

ammendments up to

date.

No 1,020.00 3.00 3,060.00



Sub-Total 9,932.76

Labours






Total 10,087.76



Say 11,601.00


Page No -134-






Materials


Switch, 125 A

conforming to IEC :

60947 (Part 3) - 1999 or

any ammendments up

to date.

No 8,587.50 1.00 8,587.50

2803 HRC Fuse, 125 A,

conforming to IS :

13703 - 1993 or any

ammendments up to

date.

No 1,177.50 3.00 3,532.50



Sub-Total 12,362.40

Labours






Total 12,517.40



Say 14,395.00


Page No -135-


11.06 Providing and Installation of 3phase HRC Main Switch, 150 A conforming to IEC :

60947 (Part 3) - 1999 or any ammendments up to date with 150 A HRC Fuse,



Materials

2704 3phase HRC Main

Switch, 150 A

conforming to IEC :

60947 (Part 3) - 1999 or

any ammendments up

to date.

No 10,832.00 1.00 10,832.00

2804 HRC Fuse, 150 A,

conforming to IS :

13703 - 1993 or any

ammendments up to

date.

No 1,335.00 3.00 4,005.00



Sub-Total 15,133.74

Labours






Total 15,288.74



Say 17,582.00


Page No -136-






Materials


Switch, 200 A

conforming to IEC :

60947 (Part 3) - 1999 or

any ammendments up

to date.

No 12,300.00 1.00 12,300.00

2805 HRC Fuse, 200 A,

conforming to IS :

13703 - 1993 or any

ammendments up to

date.

No 1,650.00 3.00 4,950.00



Sub-Total 17,595.00

Labours






Total 17,750.00



Say 20,413.00


Page No -137-






Materials


Switch, 250 A

conforming to IEC :

60947 (Part 3) - 1999 or

any ammendments up

to date.

No 13,575.00 1.00 13,575.00

2806 HRC Fuse, 250 A,

conforming to IS :

13703 - 1993 or any

ammendments up

to date.

No 1,765.50 3.00 5,296.50



Sub-Total 19,248.93

Labours






Total 19,403.93



Say 22,315.00


Page No -138-






Materials


Switch, 300 A

conforming to IEC :

60947 (Part 3) - 1999 or

any ammendments up

to date.

No 14,850.00 1.00 14,850.00

2807 HRC Fuse, 300 A,

conforming to IS :

13703 - 1993 or any

ammendments up to

date.

No 1,881.00 3.00 5,643.00



Sub-Total 20,902.86

Labours






Total 21,432.86



Say 24,648.00


Page No -139-






Materials


Switch, 400 A

conforming to IEC :

60947 (Part 3) - 1999 or

any ammendments up

to date.

No 16,430.40 1.00 16,430.40

2808 HRC Fuse, 400 A,

conforming to IS :

13703 - 1993 or any

ammendments up to

date.

No 4,500.00 3.00 13,500.00



Sub-Total 30,529.01

Labours






Total 31,059.01



Say 35,718.00


Page No -140-

CONSTRUCTION OF MAIN SWITCH SHED

11.11 Construction of Shed for Distribution Transformer Main Switch (2.03x0.915m)

1/2.07 Earthwork in excavation in foundation trenches or drain

b) Hard soil etc.

Foundation pit 4 x 0.25 x 0.25 x0.45 = 0.113 cum

Total = 0.113 cum

@ Rs. 435.4/cum.... Rs 49.20

2/4.03 Providing & Laying in position cement concrete

a) 1:03:06 4 x 0.25 x 0.25 x 0.60 = 0.150 cum

1 x 2.08 x 1.17 x 0.10 = 0.242 cum

Total = 0.392 cum

@ Rs. 5968.30/cum.... Rs 2,341.48

3/6.05 Half brick masonry with first class brick in foundation and plinth in

b) in cement mortar 1 : 4 2 x 1.53 x 0.15 = 0.459 sq.m

2 x 0.67 x 0.15 = 0.201 sq.m

Total = 0.66 sq.m

@ Rs. 968.90/sq.m.... Rs 639.47

4/2 1.32 15 mm cement plaster 1 : 3

2 x 2.080 x 0.15 = 0.624sq.m

2 x 1.165 x 0.15 = 0.350 sq.m

Total = 0.974 sq.m

@ Rs. 175.80/sq.m.... Rs 171.14

4 5/21 finishd .21 with floating coat of neat cement (Flooring)

1 x 2.080 x 1.17 = 2.423 sq.m

Total = 2.423 sq.m

@ Rs. 277.00/sq.m.... Rs 671.23

6/5.11 Centering & Shuttering etc. & removal of form works

a) Foundation 4 x 4.00 x 0.25 x 0.20 = 0.800 sq.m

Total = 0.800 sq.m

@ Rs. 299.70/sq.m.... Rs 239.76

7/10.07 Structural steel work; rivetted, bolted, welded in, build up section etc. (Channels)

100x75x75x5mm thick for main posts & Roof structures

2 x 2.100 x 9.56 kg/m = 40.152 sq.mm

2 x 1.972 x 9.56 kg/m = 37.705 sq.mm

2 x 1.830 x 9.56 kg/m = 34.990 sq.mm

2 x 0.922 x 9.56 kg/m = 17.629 sq.mm

NTT = 130.475 sq.mm

1 x 1.830 x 3.50 kg/m = 6.405 sq.mm

2 x 0.9 15 x 3.50 kg/m = 6.405 sq.mm

2 x 1.830 x 3.50 kg/m = 12.810 sq.mm

NTT = 25.620 sq.mm

G. Total = 156.095 sq.mm

@ Rs. 90.80/sq.m.... Rs 14,173.42

Page No -14 1-

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

8/13.10 Providing 0.63mm IS thickness CGI sheet wa

Walling above 2 x 0.9 15 x (0.77+0.602)/2

0.77m from 1 x 1.830 x 0.602

Total

@ Rs. 596.30/sq.m....

= 1.255 sq.m

= 1.102 sq.m

= 2.357 sq.m

Rs 1405.50 sq.m

9/ 16.0 1 Providing 0.63mm IS thickness CGI sheet etc.

e) 0.63mm thick

1 x 2.130 x 1.251 = 665 sq.m

Total = 665 sq.m

@ Rs. 432.60/sq.m.... Rs ####

10/9.03 Providing first class local wood works for main switch fixi

1 x 1.830 x 0.025 x 0.30 = 0.0 137 sq.mm

Total = 0.0137 sq.mm

@ Rs. Rs 484.24

35281.40/sq.m....

G. TOTAL Rs 21328.16

Say Rs 21,300.00

Page No -142-

http://sq.mm/

http://sq.mm/

Page No -143-

Page No -144-

Page No -145-

Page No -146-

Page No -147-

Page No -148-

Page No -149-

Page No -150-

Page No -151-

FENCING OF DISTRIBUTION TRANSFORMER SUBSTATION BY RCC PILLAR WITH

BRICK

12.01 Construction of (3.0l x 2.5b x 2.0h)m Fencing for Distribution Substation

Transformer upto 100kVA by using RCC Pillar, Brick etc, as directed by the

engineer in charge.

Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1.5m A

in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift

upto 1.5m including getting out excavated soil and disposal of surplus excavated

soil as directed within a lead of 50 metres.

Hard Soil ( pick work )

(Coefficient for ordinary soil increased 1.5 times)

Details of cost for 10.00 cum.

Description Unit Qty. Rate/Unit Amount

LABOURS : Mate/Supervisor day 1.20 470.00 564.00

Unskilled day 12.30 220.00 2706.00

3270.00


3368.10

Add for water charge @ 1% 33.68

3401.78

Add CPOH @ 15% 510.27

Cost for 10 cum 3912.05

cum 4.00 1564.82

Page No -152-

Steel reinforcement for RCC work including straighthening, cutting, bending,

placing in position and binding all complete.

Hot rolled deformed bars

Details of cost for 1 quintal .


MATERIALS :

Deformed twisted steel bars = 1.00 Wastage 5% = 0.05 Total =

1.05q quintal 1.05 5800.00 6090.00

0.105t tonne 0.11 37.46 3.93

Cover block L.S. 10.00 8.00 80.00

LABOUR :

For straightening, cutting, bending,

binding and placing in position-

Blacksmith 1st class day 1.00 440.00 440.00

Beldar day 1.00 220.00 220.00

Sundries and binding wire L.S. 26.91 8.00 215.28

TOTAL 7049.21


TOTAL 7119.70

Add CPOH @ 15% 1067.96

Cost for 100 kg 8187.66

kg 178.59 14622.34

B

Page No -153-

C Centering and shuttering including strutting,propping etd. And removal of form

a Columns, pillars, piers, abutments, posts and struts.

Details of cost for a Column 30 cm square and 3.50 high : 4x0.30x3.50m = 4.20


(A) MATERIALS :

(i) Planks 38 mm thick. (2nd class ) : 2x0.30x3.50 sqm 2.10 : 2x0.48x3.50 sqm 3.36

Total sqm 5.46 Add for wastage @ 5% sqm 0.27 Total 5.73 cum 0.22 28000.00 6104.00

(ii) Ballies 125 mm for struts. : 4x3.80 Rm 15.20 45.00 684.00

Total 6788.00

Assuming that timber shall become

unserviceable after being used 7

times.

Cost of using once 969.71

Carriage & handling @ 2.5% 24.24

(A) 993.95

(B) LABOURS :

2nd class carpenter each 1.25 400.00 500.00

Unskilled each 1.25 220.00 275.00

775.00

Sundries & Contingencies @ 3% 23.25

(B) 798.25

(A) + (B) 1792.20


1810.12

Add CPOH @ 15% 271.52

Cost for 4.2 sqm 2081.64

sqm 12.00 5947.54

Page No -154-

D b Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc.

Consider a beam of 6.00 mm clear span, 0.50 m deep and 0.30 m wide and floor

height of 3.50 m.

Cubical content = 6.60x0.50x0.30 cum 0.99

Area in contact with concrete=1x1.3x6.0 sqm 7.8


(A) MATERIALS :

(i) Planks 38 mm thick. (2nd class) : 2x0.538x0.376 sqm 0.41 : 2x6.60x0.50 sqm 6.60

: 1x6.00x0.376 sqm 2.26 Total 9.26

Add for wastage @ 10% sqm 0.93 Total 10.19 cum 0.39 28000.00 10836.00

(ii) Ballies 125 mm dia. supports 0 .8 m apart : 8x3.50 Rm 28.00 45.00 1260.00

(iii) Ballies bracing for support : 6x2.00 Rm 12.00 45.00 540.00

Total 12636.00



times.



(A) 1850.27

(B) LABOURS :

For assembling, errection,

dismantling and clearing.


Unskilled each 1.25 220.00 275.00

775.00


(B) 798.25

(A) + (B) 2648.52


2675.01

Add CPOH @ 15% 401.25


sqm 30.80 12147.30

Page No -155-

Providing and laying in position reinforced cement concrete excluding cost of

centering and shuttering , finishing and reinforcement in -

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)



MATERIALS :

Stone aggregate 20mm cum 0.67 1800.00 1206.00


Carriage of stone aggregate cum 0.89 73.42 65.34

Coarse sand cum 0.45 850.00 378.25


Cement (0.2833cum ) tonne 0.32 9000.00 2880.00

Carriage of cement tonne 0.32 37.46 11.99

LABOURS :

1st class mason day 0.17 450.00 76.50

Unskilled day 2.00 220.00 440.00

Semi-skilled day 0.90 250.00 225.00

Hire charge of concrete mixer day 0.07 1668.00 116.76

Vibrator day 0.07 1068.00 74.76

Sundries L.S 14.30 8.00 114.40

TOTAL 6017.67


TOTAL 6077.85

Add CPOH @ 15% 911.68

For 1.00 cum 6989.53

olumn cum 0.25 1747.38

E

Page No -156-

C




MATERIALS :




Coarse sand cum 4.09 850.00 3472.34


Cement (0.2833cum ) tonne 2.94 9000.00 26442.00


LABOURS :

Unskilled day 11.29 220.00 2483.80

Coolie day 7.53 220.00 1656.60

Semi-skilled day 8.26 250.00 2065.00


2nd class mason day 0.92 320.00 294.40


Vibrator day 0.64 1068.00 683.52

Sundries L.S 131.82 8.00 1054.56

Scaffolding L.S 420.03 8.00 3360.24

Extra labour for lifting material

upto floor V level.0.75x9. 18x2.5

Coolie day 17.20 250.00 4300.00

TOTAL 55349.93


TOTAL 55903.43

Add CPOH @ 15% 8385.51

Cost for 9.18 cum 64288.94

cum 0.50 3501.58

Reinforced cement concrete work in walls including attached pillasters, columns,

F pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses,

string or lacing courses, fillets etc. upto floor five level excluding cost of centering

shuttering etc complete.

Page No -157-

G Reinforced cement concrete work in beams, suspended floors, roofs having slope

upto 15° landings, balconies, shelves, chajjas, lintels, bands, window sills, stair

cases, spiral stair cases, cantilevers upto floor five level excluding cost of

centering shuttering etc complete. with 1:2:4(1cement : 2 coarse sand :4 stone

aggregate 20mm)

Beam:

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Details

of cost for 1.00 cum.


MATERIALS :




Coarse sand cum 0.45 850.00 378.25


Cement (0.2225cum ) tonne 0.32 9000.00 2880.00


LABOURS :


Unskilled day 2.75 220.00 605.00



Vibrator day 0.08 1068.00 85.44

Sundries L.S 14.30 8.00 114.40


upto floor V level.(2.5x0.75)

Coolie day 1.88 250.00 470.00

TOTAL 6241.53


TOTAL 6303.95

Add CPOH @ 15% 945.59

Cost for 1.00 cum 7249.54

cum 1.10 7974.49

Page No -158-

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

H foundations etc. in layers not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Details of cost for 10cum


LABOURS :

Mate day 0.20 470.00 94.00

Coolies day 2.50 220.00 550.00

Bhisti day 0.20 250.00 50.00

694.00

Add for water charges @1% 6.94

700.94

Add CPOH @ 15% 105.14

Cost for 10.00cum 806.08

cum 3.20 257.95

I Half brick masonry with first class brick in superstructure above plinth level

upto floor V level.

a) in cement mortar 1:3 ( 1 cement : 3 coarse sand )

Details of cost for 10.00 sqm


(A) MATERIALS:

(i) 1st class brick nos 565.00 10.00 5650.00

(ii) Cement mortar 1:3 Rate as per item no.3.04(b) of SH:

Mortars cum 0.28 6128.40 1715.95

Carriage of bricks nos 565.00 0.46 259.90

Sundries & scafolding L.S 13.52 8.00 108.16

(B) LABOURS :

1st class mason each 0.60 450.00 270.00

2nd class mason each 0.60 320.00 192.00

Exatra labour for lifting materials: 10x0.115x0.75x1.5 Coolie each 0.70 220.00 154.00

Semi skilled each 0.70 250.00 175.00

Unskilled each 1.55 220.00 341.00

TOTAL 8866.01


TOTAL 8954.67

Add CPOH @ 15% 1343.20

Cost for 10.00 sqm 10297.87

sqm 20.25 20853.19

Page No -159-

J 15 mm cement plaster 1:3 (1 cement : 3 fine sand)

Details of cost for 10.00 sqm.


(A) MATERIALS :

(i) Cement mortar 1:3 cum 0.17 5914.40 1017.28

(B) LABOURS :

(i) 1st class mason each 0.80 450.00 360.00

(ii) Semi-skilled each 0.99 250.00 247.50


Scaffolding and sundries LS 12.61 8.00 100.88

TOTAL 1919.26

Add 1% for water charges 19.19

TOTAL 2039.33

Add CPOH @15% 305.90

Cost for 10.00 sqm 2345.23

sqm 57.70 13531.98

Providing & fixing 1mm thick M.S. door with frame of 40x40x6mm. Angle Iron &

K 3mm M.S.Gusset plates at the junction and corners, all necessary fittings

complete, including applying a priming coat of steel primer.

(a)Using M.S angles (40x40x6)mm for diagonal braces

Consider a double leaf door shutter of size 1200x2400mm giving an area

=2x1.20x2.40 = 5.76sqm

Details of cost of M.S. Sheet door of 5.76 sqm area


(A) MATERIALS

(i) M.S. Sheet 1mm thick. @ 7.85 kg/ sqm kg 45.2 16 Add for wastage @ 10% 4.522 49.738 qtl 0.497 4950 2460.15


Total (I) = 2521.65

(ii) Gusset plates 3mm thick Area of one gusset plate 0.30 x 0.04 0.012 1/2 x 0.26 (0.04+0.30) 0.044 sqm 0.056 8 x 0.0562 sqm 0.45 2 x 22/7 x 1/4 x 0.30 x 0.30 sqm 0.141 sqm 0.591 @ 23.55 kg/sqm kg 13.918 Add for wastage @ 10% 1.392 15.31 qtl 0.153 4628 708.08


Total (II) = 725.78

Page No -160-

(iii) Angle Iron

40mm x 40mm x 6mm

Sides: 4x2.40 m 9.6 Top & Bottom: 2x2x1.20 m 4.8

Diagonals: 1x2x2.50 m 5 1x2x2.45 m 4.9

m 24.3

Add for wastage @ 10% m 2.43

m 26.73

@ 3.5 kg/Rm kg 93.555

qtl 0.936 6985 6537.96


Total (III) = 6701.41

(iv) M.S Cleats.

(40x10) mm: 4 x 0.20 m 0.8


m 1 @ 3.15 kg/m kg 3.15

qtl 0.032 70 2.24


Total (IV) = 2.3

(v) Pin Clamps (Pintles) 50mm x 6 mm: 4 x 0.45 m 1.8


m 1.998

@ 2.35 kg/m kg 4.695

qtl 0.047 4628 217.52


Total (V) = 222.96

(vi) 20 mm diameter M.S. bar as

pin:

4 x 0.075 m m 0.3


m 0.315 @ 2.47 kg/m kg 0.778

qtl 0.008 4000 32


Total (VI) = 32.8

(vii) 12mm diameter bolts & nuts

60 mm long: 4 x 2 each 8

@ 0.183 kg/No kg 1.464

qtl 0.015 10929 163.94


Total (VII) = 168.04

(viii) 10mm diameter 45 cm long

hooks. each 2 64.29 128.58

Page No -16 1-

"(ix) C.C 1:3:6 to fix pin Clamps = 4 x 0.40 x 0.20 x 0.20 cum 0.064 5968.3 381.97

(x) C.C 1 :2:4 for a block to be

"embedded

in floor to keep shutters intact = 1 x 0.1 5 x 0.1 0 x 0.20 cum 0.003 0 0

(xi) Locking Arrangement & Handle each 1 51 .43 51 .43

"(xii) Priming Coat M.S.Sheet: 2 x 5.76 sqm 1 1 .52 Angle Iron: 24.30 x 0.1 6 sqm 3.888

1 5.408 36.6 563.93

Total (VIII) = 1 1 25.91

I + II + III + IV + V + VI + VII + VIII = (A) 1 1 500.85

(B) LABOUR

(i) 1 st class Fitter each 2 440 880

(ii) 1 st class Blacksmith each 3 440 1 320

(iii) 2nd class Blacksmith each 4 320 1 280

(iv) 1 st class Mason each 0.06 450 27

(v) 2nd class Mason each 0.06 320 1 9.2

(vi) Unskilled labour each 5 250 1 250

(B) 4776.2

(A) + (B) 1 6277.05

Add for Sundries & Contingencies @

3%

459.93

(Except on A,B & C ) Add for Water Charges & Electricity @

1 .5%

229.97

(Except on A,B & C ) Add 5% for Overhead charges

(Except on A,B & C )

766.56

Add 1 0% for contractor profit


1 533.1 2

Cost of M.S. Sheet door of 5.76 sqm. 1 9266.63

Cost per sqm. 3344.9

sqm 1.75 5853.58

Total TOTAL Cost COST 88,002.14

Say 88,002.00

"

"

"

Page No -162-

FENCING OF DISTRIBUTION TRANSFORMER SUBSTATION BY RCC PILLAR WITH

BRICK


Transformer above 100kVA by using RCC Pillar, Brick etc, as directed by the

engineer in charge.

Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1.

5m in width or 10sqm on plan) including dressing of sides and ramming of

bottoms, lift upto 1.5m including getting out excavated soil and disposal of

surplus excavated soil as directed within a lead of 50 metres.


(Coefficient for ordinary soil increased 1.5 times) Details

of cost for 10.00 cum. Description Unit Qty. Rate/Unit Amount

LABOURS :

Mate/Supervisor day 1.20 470.00 564.00

Unskilled day 12.30 220.00 2706.00

3270.00


3368.10


3401.78

Add CPOH @ 15% 510.27

Cost for 10 cum 3912.05

cum 4.00 1564.82

Steel reinforcement for RCC work including straighthening, cutting, bending,


Hot rolled deformed bars Details

of cost for 1 quintal .


MATERIALS :

Deformed twisted steel bars = 1.00 q Wastage 5% = 0.05 q

Total = 1.05 qquintal 1.05 5800.00 6090.00

Carriage of steel 1.05/10 = 0.105 tonne 0.11 37.46 3.93

Cover block L.S. 10.00 8.00 80.00

LABOUR :

For straightening, cutting, bending,

binding and placing in position-


Beldar day 1.00 220.00 220.00


TOTAL 7049.21


TOTAL 7119.70

Add CPOH @ 15% 1067.96

Cost for 100 kg 8187.66

kg 199.70 16350.76

Page No -163-

A

B

f or :

a Columns, pillars, piers, abutments, posts and struts.

Details of cost for a Column 30cm square and 3.50 high : 4x0.30x3.50m=4.20sqm


(A) MATERIALS :


Total sqm 5.46 Add for wastage @ 5% sqm 0.27 Total 5.73

cum 0.22 28000.00 6,104.00


Total 6,788.00



times.



(A) 993.95

(B) LABOURS :


Unskilled each 1.25 220.00 275.00

775.00


(B) 798.25

(A) + (B) 1,792.20


1,810.12

Add CPOH @ 15% 271.52

Cost for 4.2 sqm 2,081.64

sqm 12.00 5,947.54

C Centering and shuttering including strutting,propping etd. And removal of form

Page No -164-

D b Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc.


height of 3.50 m.


Area in contact with concrete=1x1.3x6.0 sqm 7.8


(A) MATERIALS :

(i) Planks 38 mm thick. (2nd class) : 2x0.538x0.376 sqm 0.41 : 2x6.60x0.50 sqm 6.60 : 1x6.00x0.376 sqm 2.26

Total 9.26 Add for wastage @ 10% sqm 0.93

Total 10.19 cum 0.39 28000.00 10836.00

(ii) Ballies 125 mm dia. supports 0 .8 m apart : 8x3.50 Rm 28.00 45.00 1260.00


Total 12636.00



times.



(A) 1850.27

(B) LABOURS :




Unskilled each 1.25 220.00 275.00

775.00


(B) 798.25

(A) + (B) 2648.52


2675.01

Add CPOH @ 15% 401.25


sqm 36.40 14355.88

Page No -165-






MATERIALS :




Coarse sand cum 0.45 850.00 378.25


Cement (0.2833cum ) tonne 0.32 9000.00 2880.00


LABOURS :


Unskilled day 2.00 220.00 440.00



Vibrator day 0.07 1068.00 74.76

Sundries L.S 14.30 8.00 114.40

TOTAL 6017.67


TOTAL 6077.85

Add CPOH @ 15% 911.68

For 1.00 cum 6989.53

olumn cum 0.25 1747.38

E

Page No -166-

C

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Details

of cost for 9.18 cum.


MATERIALS :




Coarse sand cum 4.09 850.00 3472.34


Cement (0.2833cum ) tonne 2.94 9000.00 26442.00


LABOURS :

Unskilled day 11.29 220.00 2483.80

Coolie day 7.53 220.00 1656.60

Semi-skilled day 8.26 250.00 2065.00




Vibrator day 0.64 1068.00 683.52

Sundries L.S 131.82 8.00 1054.56

Scaffolding L.S 420.03 8.00 3360.24


upto floor V level.0.75x9. 18x2.5

Coolie day 17.20 250.00 4300.00

TOTAL 55349.93


TOTAL 55903.43

Add CPOH @ 15% 8385.51

Cost for 9.18 cum 64288.94

cum 0.5 3501.58

pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses,

F string or lacing courses, fillets etc. upto floor five level excluding cost of centering


Page No -167-

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto

15° landings, balconies, shelves, chajjas, lintels, bands, window sills, stair

G cases, spiral stair cases, cantilevers upto floor five level excluding cost of centering

shuttering etc complete. with 1:2:4(1cement : 2 coarse sand :4 stone aggregate

20mm)

Beam:




MATERIALS :




Coarse sand cum 0.45 850.00 378.25


Cement (0.2225cum ) tonne 0.32 9000.00 2880.00


LABOURS :


Unskilled day 2.75 220.00 605.00



Vibrator day 0.08 1068.00 85.44

Sundries L.S 14.30 8.00 114.40



Coolie day 1.88 250.00 470.00

TOTAL 6241.53


TOTAL 6303.95

Add CPOH @ 15% 945.59

Cost for 1.00 cum 7249.54

cum 1.63 11816.75

Page No -168-


H foundations etc. in layers not exceeding 20cm in depth, consolidating each




LABOURS :

Mate day 0.20 470.00 94.00

Coolies day 2.50 220.00 550.00

Bhisti day 0.20 250.00 50.00

694.00


700.94

Add CPOH @ 15% 105.14


cum 3.20 257.95

I Half brick masonry with first class brick in fsuperstructure above plinth level

a) in cement moratar 1:3 ( 1 cement : 3 coarse sand )



(A) MATERIALS:

(i) 1st class brick nos 565.00 10.00 5650.00

(ii) Cement mortar 1:3 Rate as per item no.3.04(b) of SH:

Mortars cum 0.28 6128.40 1715.95



(B) LABOURS :



Exatra labour for lifting materials: 10x0. 1 15x0.75x1.5 Coolie each 0.70 220.00 154.00


Unskilled each 1.55 220.00 341.00

TOTAL 8866.01


TOTAL 8954.67

Add CPOH @ 15% 1343.20

Cost for 10.00 sqm 10297.87

sqm 24.25 24972.33

Page No -169-

J 15 mm cement plaster 1:3 (1 cement : 3 fine sand)

Details of cost for 10.00 sqm.


(A) MATERIALS :

(i) Cement mortar 1:3 cum 0.17 5914.40 1017.28

(B) LABOURS :


(ii) Semi-skilled each 0.99 250.00 247.50


Scaffolding and sundries LS 12.61 8.00 100.88

TOTAL 1919.26

Add 1% for water charges 19.19

TOTAL 2039.33

Add CPOH @15% 305.90

Cost for 10.00 sqm 2345.23

sqm 69.85 16381.43


K 3mm M.S.Gusset plates at the junction and corners, all necessary fittings




=2x1.20x2.40 = 5.76sqm



(A) MATERIALS

(i) M.S. Sheet 1mm thick. @ 7.85 kg/ sqm kg 45.22 Add for wastage @ 10% 4.52 49.74 qtl 0.50 4950.00 2460.15


Total (I) = 2521.65

(ii) Gusset plates 3mm thick Area of one gusset plate 0.30 x 0.04 0.01 1/2 x 0.26 (0.04+0.30) 0.04 sqm 0.06 8 x 0.0562 sqm 0.45 2 x 22/7 x 1/4 x 0.30 x 0.30 sqm 0.14 sqm 0.59 @ 23.55 kg/sqm kg 13.92 Add for wastage @ 10% 1.39 15.31 qtl 0.15 4628.00 708.08


Total (II) = 725.78

Page No -170-

(iii) Angle Iron 40mm x 40mm x 6mm Sides: 4x2.40 m 9.60 Top & Bottom: 2x2x1.20 m 4.80 Diagonals: 1x2x2.50 m 5.00

1x2x2.45 m 4.90

m 24.30 Add for wastage @ 10% m 2.43

m 26.73 @ 3.5 kg/Rm kg 93.56

qtl 0.94 6985.00 6537.96


Total (III) = 6701.41

(iv) M.S Cleats. (40x10) mm: 4 x 0.20 m 0.80 Add for wastage @ 25% m 0.20

m 1.00 @ 3.15 kg/m kg 3.15

qtl 0.03 70.00 2.24


Total (IV) = 2.30

(v) Pin Clamps (Pintles) 50mm x 6 mm: 4 x 0.45 m 1.80 Add for wastage @ 11% m 0.20

m 2.00 @ 2.35 kg/m kg 4.70

qtl 0.05 4628.00 217.52


Total (V) = 222.96

(vi) 20 mm diameter M.S. bar as pin: 4 x 0.075 m m 0.30 Add for wastage @ 5% m 0.02

m 0.32 @ 2.47 kg/m kg 0.78

qtl 0.01 4000.00 32.00


Total (VI) = 32.80

(vii) 12mm diameter bolts & nuts 60 mm long: 4 x 2 each 8.00 @ 0.183 kg/No kg 1.46

qtl 0.02 10929.00 163.94

Page No -17 1-



hooks. each 2.00 64.29 128.58

I,(ix) C.C 1:3:6 to fix pin Clamps = 4 x 0.40 x 0.20 x 0.20 cum 0.06 5968.30 381.97

(x) C.C 1:2:4 for a block to be

I,embedded

in floor to keep shutters intact = 1 x 0.15 x 0.10 x 0.20 cum 0.00 0.00 0.00

(xi) Locking Arrangement & Handle each 1.00 51.43 51.43

I,(xii) Priming Coat M.S.Sheet: 2 x 5.76 sqm 11.52 Angle Iron: 24.30 x 0.16 sqm 3.89

15.41 36.60 563.93

Total (VIII) = 1125.91

I + II + III + IV + V + VI + VII + VIII = (A) 11500.85

(B) LABOUR

(i) 1st class Fitter each 2.00 440.00 880.00

(ii) 1st class Blacksmith each 3.00 440.00 1320.00

(iii) 2nd class Blacksmith each 4.00 320.00 1280.00

(iv) 1st class Mason each 0.06 450.00 27.00

(v) 2nd class Mason each 0.06 320.00 19.20

(vi) Unskilled labour each 5.00 250.00 1250.00

(B) 4776.20

(A) + (B) 16277.05


3% (Except on A,B & C )

459.93

Add for Water Charges & Electricity @

1.5% (Except on A,B & C )

229.97

Add 5% for Overhead charges


766.56

Add 10% for contractor profit


1533.12

Cost of M.S. Sheet door of 5.76 sqm. 19266.63


sqm 1.75 5853.58

Total TOTAL Cost COST 102,750.00

Say 102,750.00

I,

I,

I,

Page No -172-

FENCING OF DISTRIBUTION TRANSFORMER SUBSTATION BY FENCING POST AND

FENCING NET


Transformer up to 100kVA by using fencing post and fencing net, as directed by the

engineer in charge.

A 2.0m high polysteel goat proof fencing with 2.6m angle iron posts 50 x 50 x 6mm

size placed 2.0m apart embedded in cement concrete block 1:3:6 (1 cement : 3 sand

: 6 stone agge gate) of size 25 x 25 x 60 cm fixing with nails and wire etc. including

earthwork complete.

Details of cost for 30 Rm.


(A) MATERIALS:

(i) Angle iron 50x50x6mm @ 4.50kg/m.

: 16 x 2.6 x 4.50 kg 187.20 Add for wastage @ 5% kg 9.36

kg 196.56 qtl 1.97 6985.00 13760.45

(ii) Polysteel goat proof wire : 2.0 x 0sqm 60.00 445.00 26700.00

(iii) Nails kg 2.00 80.00 160.00

40620.45


(iv) Cement concrete block 1 : 3 : 6 (1cement:3 sand:6 stone aggregate

20mm size)

: 16 x 0.25 x 0.25 x 0.60 cum 0.60 7602.30 4561.38

(v) Earthwork for cement concrete block : 16 x 0.25 x 0.25 x 0.60 cum 0.60 327.20 196.32

(A) 46393.66

(B) LABOURS :

(For drilling holes, fitting and fixing) (i) 1st class mason each 0.12 450.00 54.00

(ii) 2nd class mason each 0.12 320.00 38.40

(iii) 1st class blacksmith each 0.78 440.00 343.20

(iv) 2nd class blacksmith each 2.75 320.00 880.00

(v) Unskilled each 2.72 220.00 598.40

1914.00

Sundries & contingencies @ 3% 57.42

(B) 1971.42

(A) + (B) 48365.08

Add for water charge @ 1% except

on (A) iv & v, i.e. on Rs.

43607.38 436.07

TOTAL 48801.15

Add CPOH @ 15% 7320.17

Cost for 30.00 Rm 56121.32

Rm 10.00 18707.11

Page No -173-

Providing & fixing 1mm thick M.S. door with frame of 40x40x6mm. Angle Iron & B

3mm M.S.Gusset plates at the junction and corners, all necessary fittings complete,

including applying a priming coat of steel primer.



=2x1.20x2.40 = 5.76sqm



(A) MATERIALS



Total (I) = 2521.65



Total (II) = 725.78


1x2x2.45 m 4.90 m 24.30 Add for wastage @ 10% m 2.43 m 26.73 @ 3.5 kg/Rm kg 93.56 qtl 0.94 6985.00 6537.96


Total (III) = 6701.41

Page No -174-

(iv) M.S Cleats. (40x10) mm: 4 x 0.20 m 0.80 Add for wastage @ 25% m 0.20 m 1.00 @ 3.15 kg/m kg 3.15 qtl 0.03 70.00 2.24


Total (IV) = 2.30

(v) Pin Clamps (Pintles) 50mm x 6 mm: 4 x 0.45 m 1.80 Add for wastage @ 11% m 0.20 m 2.00 @ 2.35 kg/m kg 4.70 qtl 0.05 4628.00 217.52


Total (V) = 222.96

(vi) 20 mm diameter M.S. bar as pin: 4 x 0.075 m m 0.30 Add for wastage @ 5% m 0.02 m 0.32 @ 2.47 kg/m kg 0.78 qtl 0.01 4000.00 32.00


Total (VI) = 32.80

(vii) 12mm diameter bolts & nuts 60 mm long: 4 x 2 each 8.00 @ 0.183 kg/No kg 1.46 qtl 0.02 10929.00 163.94



(viii) 10mm diameter 45 cm long hoo ks.each 2.00 64.29 128.58

"(ix) C.C 1:3:6 to fix pin Clamps = 4 x 0.40 x 0.20 x 0.20 cum 0.06 5968.30 381.97

"(x) C.C 1:2:4 for a block to be embedded in floor to keep shutters intact = 1 x 0.15 x 0.10 x 0.20 cum 0.00 0.00 0.00


"(xii) Priming Coat M.S.Sheet: 2 x 5.76 sqm 11.52 Angle Iron: 24.30 x 0.16 sqm 3.89 15.41 36.60 563.93

Total (VIII) = 1125.91


"

"

"

Page No -175-

(B) LABOUR







(B) 4776.20

(A) + (B) 16277.05

Add for Sundries & Contingencies

@ 3% (Except on A,B & C )

459.93

Add for Water Charges & Electricity

@ 1.5% (Except on A,B & C )

229.97



766.56



1533.12



sqm 2.00 6689.80

TOTAL COST 25396.91

Say 25397.00

Page No -176-

FENCING OF DISTRIBUTION TRANSFORMER SUBSTATION BY FENCING POST AND

FENCING NET


Transformer above 100kVA by using fencing post and fencing net, as directed by


2.0m high polysteel goat proof fencing with 2.6m angle iron posts 50 x 50 x 6mm size placed 2.0m apart embedded in cement concrete block 1 :3:6 (1 cement : 3

A sand : 6 stone aggegate) of size 25 x 25 x 60 cm fixing with nails and wire etc.

including earthwork complete.



(A) MATERIALS

(i) Angle iron 50x50x6mm @ 4.50kg/m. : 16 x 2.6 x 4.50 kg 187.20

Add for wastage @ 5% kg 9.36 kg 196.56 qtl 1.97 6985.00 13760.45

(ii) Polysteel goat proof wire : 2.0 x 0sqm 60.00 445.00 26700.00

(iii) Nails kg 2.00 80.00 160.00

40620.45


(iv) Cement concrete block 1 : 3 : 6 (1cement:3 sand:6 stone aggregate

20mm size)

: 16 x 0.25 x 0.25 x 0.60 cum 0.60 7602.30 4561.38

(v) Earthwork for cement concrete block : 16 x 0.25 x 0.25 x 0.60 cum 0.60 327.20 196.32

(A) 46393.66

(B) LABOURS :

(For drilling holes, fitting and fixing) (i) 1st class mason each 0.12 450.00 54.00




(v) Unskilled each 2.72 220.00 598.40

1914.00

Sundries & contingencies @ 3% 57.42

(B) 1971.42

(A) + (B) 48365.08

Add for water charge @ 1% except

on (A) iv & v, i.e. on Rs.

43607.38 436.07

TOTAL 48801.15

Add CPOH @ 15% 7320.17

Cost for 30.00 Rm 56121.32

Total Cost Rm 12.00 22448.53

Page No -177-

Providing & fixing 1mm thick M.S. door with frame of 40x40x6mm. Angle Iron & B

3mm M.S.Gusset plates at the junction and corners, all necessary fittings complete,

including applying a priming coat of steel primer.



=2x1.20x2.40 = 5.76sqm



(A) MATERIALS



Total (I) 2521.65



Total (II) 725.78


1x2x2.45 m 4.90 m 24.30 Add for wastage @ 10% m 2.43 m 26.73 @ 3.5 kg/Rm kg 93.56 qtl 0.94 6985.00 6537.96


Total (III) 6701.41

Page No -178-

(iv) M.S Cleats.

(40x10) mm: 4 x 0.20 m 0.80 Add for wastage @ 25% m 0.20

m 1.00 @ 3.15 kg/m kg 3.15

qtl 0.03 70.00 2.24


Total (IV) 2.30

(v) Pin Clamps (Pintles) 50mm x 6 mm: 4 x 0.45 m 1.80 Add for wastage @ 11% m 0.20

m 2.00 @ 2.35 kg/m kg 4.70

qtl 0.05 4628.00 217.52


Total (V) 222.96

(vi) 20 mm diameter M.S. bar as pin: 4 x 0.075 m m 0.30 Add for wastage @ 5% m 0.02

m 0.32 @ 2.47 kg/m kg 0.78

qtl 0.01 4000.00 32.00


Total (VI) 32.80

(vii) 12mm diameter bolts & nuts 60 mm long: 4 x 2 each 8.00 @ 0.183 kg/No kg 1.46

qtl 0.02 10929.00 163.94


Total (VII) 168.04

(viii) 10mm diameter 45 cm long hook s.each 2.00 64.29 128.58

I,(ix) C.C 1:3:6 to fix pin Clamps = 4 x 0.40 x 0.20 x 0.20 cum 0.06 5968.30 381.97

I,(x) C.C 1:2:4 for a block to be embedded in floor to keep shutters intact = 1 x 0.15 x 0.10 x 0.20 cum 0.00 0.00 0.00


I,(xii) Priming Coat M.S.Sheet: 2 x 5.76 sqm 11.52 Angle Iron: 24.30 x 0.16 sqm 3.89

15.41 36.60 563.93

Total (VIII) 1125.91


I,

I,

I,

Page No -179-

(B) LABOUR







(B) 4776.20

(A) + (B) 16277.05


3% (Except on A,B & C )

459.93

Add for Water Charges & Electricity @

1.5% (Except on A,B & C )

229.97



766.56



1533.12



sqm 2.00 6689.80

TOTAL COST 29138.33

Say 29138.00

Page No -180-

INSTALLATION OF HT METERING SYSTEM

13.01 Providing and Erection of 11kV outdoor type combined CT & PT metering equipment

with PT ratio 11/0.415kV and CT ratio as per requirement with 3-ph 4 wire

Automatic Meter Reading (AMR) Compatible Static Trivector Meter in separate

Housing cabinet with cables & accessories, as directed by the engineer in charge.

Sl.No. Description Unit Rate/Unit Qty. Amount

Materials

2601

Outdoor type CT & PT

combination with PT ratio

1 1 /0.41 5 kV, for all

rating of CT ratio as

required by HT side

Ampere

No 70,000.00 1 70,000.00

2603

3-ph 4 wire Trivector

Meter suitable for

Automatic Meter Reading

(AMR), PTR 11/0.415kV,

for all rating of CT Ratio.

No 13,500.00 1 13,500.00

1 623 PVC Insulated Copper

Cable, 2.5 sq.mm m 67.50 100.00 6,750.00

2611

Housing Cabinet for

Trivertor Meter for all ratio

of PTR and CTR with

suitable clamp in steel

tabular pole

No 1,500.00 1.00 1,500.00



Sub-Total 93,585.00

Labours


1002 Labour Skilled-II manday 310.00 4.00 1,240.00




Total 101,905.00



Say 117,191.00


Page No -181-

http://sq.mm/

INSTALLATION OF BOUNDARY METERING SYSTEM

13.02 Providing and Erection of 11kV outdoor type CT & PT metering equipment with PT

ratio 11/0.110 kV, CT ratio as per requirement; with 3-ph 4 wire Automatic Meter

Reading (AMR) Compatible Static Trivector Meter in separate Housing cabinet with

cables & accessories (Boundary Meter), as directed by the engineer in charge.


Materials

2602

Outdoor type CT & PT

combination with PT ratio

11/0.11 kV, for all rating

of CT ratio as required by

HT side Ampere

No 70,000.00 1.00 70,000.00

2604

3-ph 4 wire Trivector

Meter suitable for

Automatic Meter Reading

(AMR), PTR 11/0.11kV,

for all rating of CT Ratio.

No 13,500.00 1 13,500.00

1623 PVC Insulated Copper

Cable, 2.5 sq.mm m 67.50 100.00 6,750.00

2611

Housing Cabinet for

Trivertor Meter for all ratio

of PTR and CTR with

suitable clamp in steel

tabular pole

No 1,500.00 1.00 1,500.00



Sub-Total 93,585.00

Labours






Total 101,905.00



Say 117,191.00


Page No -182-

http://sq.mm/

PREPARATION OF CT/PT MOUNTING STRUCTURE

13.03 Providing and Erection of Mounting Structure for 11KV CT/PT combined metering

equipment mounted between two SP-35 (swagged steel tubular poles) 2.44 m apart, as

directed by the engineer in charge. The height of CT/PT mounting channel should

facilitate safety working clearance, as specified in Schedule VII of the CEA (Measures

relating to Safety and Electric Supply Regulations), 2010.


Materials

1401 M.S. Channel 75 x 40 x 6

mm kg 1 05.84

40.37 4,272.46


mm kg 1 05.84

0.75 79.03

2102

M.S. Nut & Bolt 16x50

mm full thread

conforming to IS : 1364-2

(1992) or any


kg 162.00 1.17 189.22

2103

M.S. Nut & Bolt 16 x 155

mm full thread


(1992) or any


kg 162.00 2.45 396.58



Sub-Total 5,036.03

Labours






Total 6,076.03



Say 6,987.00


Page No -183-

INSTALLATION OF DT CUBICLE

13.04 Providing and installation of LT Outdoor DT Cubicle complete with MCCB, Street

light controller, metering system for 25kVA, 1 1/0.415kV Transformer including

erection with cement etc, as directed by the engineer in charge.


Materials

2605

LT Outdoor DT Cubicle

complete with MCCB, St

light Controller, metering

system for both St light

and Consumer for 25kVA,

11/0.415 kV Transformer

No 53,235.00 1.00 53,235.00

2301 Cement cum 13,750.00 0.01 137.50

2302 River Sand cum 2,100.00 0.03 63.00




Sub-Total 54,619.88

Labours






Total 56,099.88



Say 64,515.00


Page No -184-



light controller, metering system for 63kVA, 11/0.415kV Transformer including



Materials

2606





and Consumer for 63kVA,


No 56,778.75 1.00 56,778.75

2301 Cement cum 13,750.00 0.01 137.50

2302 River Sand cum 2,100.00 0.03 63.00

2303 Stone Aggregate 1 0-20

mm cum 1,890.00 0.06 113.40



Sub-Total 58,234.50

Labours






Total 59,714.50



Say 68,672.00


Page No -185-



light controller, metering system for 100kVA, 1 1/0.415kV Transformer including



Materials

2607





and Consumer for

100kVA, 11/0.415 kV

Transformer

No 62,685.00 1.00 62,685.00

2301 Cement cum 13,750.00 0.01 137.50

2302 River Sand cum 2,100.00 0.03 63.00

2303 Stone Aggregate 1 0-20

mm cum 1,890.00 0.06 113.40



Sub-Total 64,258.88

Labours






Total 65,848.88



Say 75,726.00


Page No -186-


13.07 Providing and installation of LT Outdoor DT Cubicle complete with MCCB and

Consumer metering system for 25kVA, 11/0.415kV Transformer including erection

with cement etc, as directed by the engineer in charge.


Materials

2608


complete with MCCB,

Consumer metering

system for 25kVA,


No 35,437.50 1.00 35,437.50

2301 Cement cum 13,750.00 0.01 137.50

2302 River Sand cum 2,100.00 0.03 63.00


mm cum 1,890.00 0.06 113.40



Sub-Total 36,466.43

Labours






Total 37,946.43



Say 43,638.00


Page No -187-



Consumer metering system for 63kVA, 11/0.415kV Transformer including erection

with cement etc, as directed by the engineer in charge.


Materials

2609


complete with MCCB,

Consumer metering

system for 63kVA,


No 38,981.25 1.00 38,981.25

2301 Cement cum 13,750.00 0.01 137.50

2302 River Sand cum 2,100.00 0.03 63.00


mm cum 1,890.00 0.06 113.40



Sub-Total 40,081.05

Labours






Total 41,561.05



Say 47,795.00


Page No -188-



Consumer metering system for 100kVA, 11/0.415kV Transformer including



Materials

2610


complete with MCCB,

Consumer metering

system for 100kVA,


No 44,887.50 1.00 44,887.50

2301 Cement cum 13,750.00 0.01 137.50

2302 River Sand cum 2,100.00 0.03 63.00


mm cum 1,890.00 0.06 113.40



Sub-Total 46,105.43

Labours






Total 47,695.43



Say 54,850.00


Page No -189-

STREET LIGHTING

14.01 Providing and Erection 250 W, HPSV Street Light complete with Lamp, Bracket, PVC

insulated aluminium cable and other accessories, as directed by the engineer in

charge.


Materials

3201

HPSV Lamp Street Light

Fittings complete with Choke,

Condenser, Holder and Ignitor,

250 W, conforming to IS :

10322 - 2012, IS : 2215 - 2006

and any other relevant

standards with amendments up

to date.

Set 6,850.00 1.00 6,850.00

3203

HPSV Lamp, 250 W, conforming to

IS : 1 0322 - 201 2 and any other

relevant standards with


No 1,950.00 1.00 1,950.00

3204 Street Light Bracket No 590.00 1.00 590.00

3205 D-Clamp for Street Light

Bracket complete with Nuts & Set 139.00 2.00 278.00

1614

PVC Insulated Aluminium

Cable, 2.5 sq.mm, 2 Core,


(1988), IS : 5831 (1984) or


m 20.00 4.00 80.00



Sub-Total 9,942.96

Labours






Total 10,172.96



Say 11,699.00


Page No -190-

http://sq.mm/

FITTING OF LT ABC

15.01 Providing and Fitting of LT ABC accessories for stringing (Tension Point), as directed by the

engineer in charge.

Sl.No. Description Unit Rate/Unit Quantity Amount

Materials

3301 Anchor clamp for LT

ABC as per NFC

standard

No. 1,509.30 2.00 3,018.60

3312 Eye Hook/Clamp

Holding Support

No. 322.50 1.00 322.50

3322 Pole clamp for Steel

Tubular Pole complete

set with nuts&bolts

No. 651.45 1.00 651.45



Sub-Total 4,072.40

Labours






Total 4,286.40



Say 4,929.00


Page No -191-

FITTING OF LT ABC

15.02 Providing and Fitting of LT ABC accessories for stringing (Suspension Point), as directed by



Materials

3326 Suspension clamp for No. 870.75 1.00 870.75

3312 LT ABC as per NF Eye Hook/Clamp

Holding Support

No. 322.50 1.00 322.50

3322 Pole clamp for Steel

Tubular Pole complete

set with nuts&bolts

No. 651.45 1.00 651.45



Sub-Total 1,881.59


1002 Labour Skilled-II manday 310.00 - -




Total 2,095.59



Say 2,410.00

Supervision (15% on Labour Cost) Labours

FITTING OF LT ABC

15.03 Providing and Fitting of LT ABC single phase distribution box with accessories, as directed by



Materials

3310 Distribution Box with

spring loaded Bus Bars for

140A, 1 ph. 10

No. 4,836.21 1.00 4,836.21

3329 connectors Tie Plastic for cable

9mmx26 5mm

Pack 725.63 1.00 725.63

3314 Insulated Piercing

Connector for ABC to

ABC TEE connection

No. 490.20 1.00 490.20


Connector for

Distribution Box

charging (16-95 sq.mm

No. 265.74 4.00 1,062.96


Connector for street

light (16-9 5 sq.mm to

2.5-10sq.mm)

No. 250.00 2.00 500.00

3323 Service Main Anchor

Clamp

No. 398.61 4.00 1,594.44

3317 L.T Cable - 1x35 sq.mm for

charging DB

m 180.60 9.00 1,625.40



Sub Total 11,051.54

Labours

1001 Labour Skilled I manday 380.00 0.58 221.67

1002 Labour Skilled II manday 310.00 0.00

0.58 145.83 1003 Labour Semi Skilled manday 250.00



Total 11,620.70



Say 13,364.00


Page No -193-

http://sq.mm/

http://sq.mm/

http://2.5-10sq.mm/

http://sq.mm/

FITTING OF LT ABC

15.04 Providing and Fitting of LT ABC three phase distribution box with accessories, as directed by



Materials

3311 Distribution Box with

spring loaded Bus Bars for

140A, 3ph. 10

No. 7,233.03 1.00 7,233.03

3329 connectors Tie Plastic for cable

9mmx2 65mm

Pack 725.63 1.00 725.63


Connector for ABC to

ABC TEE connection

No. 490.20 1.00 490.20


Connector for

Distribution Box

charging (16-95 sq.mm

to 4-35sq.mm)

No. 265.74 4.00 1,062.96


Connector for street

light (16-9 5 sq.mm to

2.5- 10sq.mm)

No. 250.00 2.00 500.00

3323 Service Main Anchor

Clamp

No. 398.61 4.00 1,594.44

3317 L.T Cable - 1x35 sq.mm for

charging DB

m 180.60 27.00 4,876.20



Sub-Total 16,812.11

Labours






Total 17,381.28



Say 19,988.00


Page No -194-

http://sq.mm/

http://4-35sq.mm/

http://sq.mm/

http://10sq.mm/

http://sq.mm/

STRINGING OF LT ABC (size 3x70 sq.mm)

15.05 Providing and stringing, clipping and piercing of LT line per single conductor per meter

using Aerial Bunched Cables (3x70 sq.mm) with jungle clearance, as directed by the

engineer in charge.

Sl.

No. Description Unit Rate/Unit Qty. Amount

Materials

3303 1.1 kV XLPE insulated Aerial

Bunched Cables, 3x70sq.mm,

with 16 sq.mm street light and

XLPE insulated messanger

1x25 sq.mm

m 487.30 36.75 17,908.28

3324 Steel Straps size 20mmx1m

long

No. 126.42 4.00 505.68

3308 Buckles for steel strap (pack of

100)

Pack 2,025.30 1.00 2,025.30

3318 Midspan joint for 16 sq.mm

ABC Cable

No. 296.70 1.00 296.70

3319 Midspan joint for 25 sq.mm for

ABC Cable

No. 310.89 1.00 310.89


ABC Cable

No. 357.33 1.00 357.33

3330 Water Proof pre-insulated

Hexagonal Compress for 16

sq.mm

No. 763.68 1.00 763.68



sq.mm

No. 793.35 1.00 793.35



sq.mm

No. 812.70 1.00 812.70

3313 Heat shrinkable repair tape No. 1,760.81 1.00 1,760.81

3309 Cable and Caps for ABC Cable No. 84.34 1.00 84.34



Sub-Total 26,131.44

Labours






Total 27,730.77



Say 31,890.00

Say 911.00


Running Metre Cost

911.14

Page No -195-

http://sq.mm/

http://sq.mm/

http://3x70sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

STRINGING OF LT ABC (Size 3x120 Sq.mm)



engineer in charge.

Sl.


Materials

3302

1.1 kV XLPE insulated Aerial

Bunched Cables, 3x120

sq.mm, with 16 sq.mm street

light and XLPE insulated

messanger 95 sq.mm

m 541.80 37 19,911.15


long No. 126.42 4 505.68


100) Pack 2,025.30 1 2,025.30

331 8 Midspan joint for 1 6 sq.mm

ABC Cable No. 296.70 1 296.70


ABC Cable No. 310.89 1 310.89


ABC Cable No. 357.33 1 357.33

3330

Water Proof pre-insulated


sq.mm

No. 763.68 1 763.68

3331



sq.mm

No. 793.35 1 793.35

3332



sq.mm

No. 812.70 1 812.70

3313 Heat shrinkable repair tape No. 1,760.81 1 1,760.81

3309 Cable and Caps for ABC Cable No. 84.34 1 84.34



Sub-Total 28,174.37

Labours






Total 29,905.70



Say 34,392.00

Say 983.00


Running Metre Cost

982.63

Page No -196-

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http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

STRINGING OF LT ABC (Size 3x95 Sq.mm)



engineer in charge.

Sl.


Materials

3304

1.1 kV XLPE insulated Aerial

Bunched Cables, 3x95 sq.mm,

with 16 sq.mm street light and

XLPE insulated messanger 25

sq.mm

m 503.10 37 18,488.93


long No. 126.42 4 505.68


100) Pack 2,025.30 1 2,025.30

3318 Midspan joint for 16 sq.mm

ABC Cable No. 296.70 1 296.70


ABC Cable No. 310.89 1 310.89


ABC Cable No. 357.33 1 357.33

3330



sq.mm

No. 763.68 1 763.68

3331



sq.mm

No. 793.35 1 793.35

3332



sq.mm

No. 812.70 1 812.70

3313 Heat shrinkable repair tape No. 1,760.81 1 1,760.81

3309 Cable and Caps for ABC Cable No. 84.34 1 84.34



Sub-Total 26,723.70

Labours






Total 28,221.37



Say 32,455.00

Say 927.00


Running Metre Cost

927.29

Page No -197-

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http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

Fitting of 11 kV ABC accessories

16.01 Providing and Fitting of 11 kV ABC accessories, as directed by the engineer in

Sl. Description Unit Rate/Unit Qty. Amount No.

Materials

3322 Pole clamp for Steel Tubular

Pole complete set with

No. 651.45 2.00 1,302.90

3312 Eye Hook/Clamp Holding

Support

No. 322.50 2.00 645.00

3301 Anchor clamp for LT ABC as

per NFC standard

No. 1,509.30 1.00 1,509.30

3326 Suspension clamp for LT

ABC as per NFC standard

No. 870.75 1.00 870.75

3328 Tie plastic Pkt. 724.98 6.00 4,349.88



Sub-Total 8,851.39

Labours






Total 9,065.39



Say 10,425.00


Page No -198-

STRINGING OF 11kV ABC ( Size 3x70 sq.mm)

16.02 Providing and stringing, clipping and piercing of 11 kV line per single conductor per

meter using Aerial Bunched Cables (3x70 sq.mm) with jungle clearance, as directed by


Sl.

No.


Materials

3305 11kV XLPE insulated Aeiral

Bunched Cable size 3 x 70

sq.mm + 1x55 sq.mm (Base

m 516.00 36.75 18,963.00

3325 Straight joint for cable (ABC) Set 14,951.10 1.00 14,951.10

3327 Termination kit O/D HT ABC

AIC x 95 heat shrinkable

Set 14,951.10 1.00 14,951.10

3321 P.G Clamp suitable for

95 sq.mm ABC/C wedge

connector

No. 71.21 1.00 71.21



Sub-Total 49,915.14

Labours






Total 51,514.47



Say 59,242.00

Say 1,693.00


Per meter cost 1,692.63

Page No -199-

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

STRINGING OF 11kV ABC ( Size 3x95 sq.mm)

16.03 Providing and stringing, clipping and piercing of 11 kV line per single conductor per

meter using Aerial Bunched Cables (3x95 sq.mm) with jungle clearance, as directed by


Sl. Description Unit Rate/Unit Qty. Amount

No. Materials

3306 11kV XLPE insulated Aeiral

Bunched Cable size 3x95

sq.mm+ 1x70 sq.mm (Bare

Messenger)

m 580.00 37 21,315.00

3325 Straight joint for cable (ABC) Set 14,951.10 1 14,951.10

3327 Termination kit O/D HT ABC

AIC x 95 heat shrinkable

Set 14,951.10 1 14,951.10

3321 P.G Clamp suitable for 95

sq.mm ABC/C wedge

connector

No. 71.21 1 71.21









Total 53,968.51



Say 62,064.00

Say 1,773.00


Running Metre Cost

1,773.26

Page No -200-

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

33kV CIRCUIT BREAKER ERECTION

17.01 Providing and erection of 33kV Circuit Breaker with structure in complete set including

excavation and refilling of foundation pit 1.6mx1.25mx1.2m (lxbxh) in size; foundation casting -

footing PCC 1:3:6 (0.08m thick), RCC 1:2:4 (0.12m thick) and 2 column RCC 1:2:4

0.30mx0.65mx1.50m (lxbxh) in size with planting depth of 1.0m, 12mm thick 1:3 cement

plastering of plint 0.50m height; erection of Structure and Circuit Breaker as directed by

E n g i n e e Sl. No. Description Unit Rate/Unit Qty. Amount

Material

3401

33kV Circuit Breaker

(SF6/Vacuum), 36kV, 1250A,

25kA complete with mounting

structures, marshalling box,

foundation bolts and all other

accessories (3nos as 1 set)

conforming to IS : 13118 (1991)

or any amendments up to date.

Set 488 ,790.00 1.00 488 ,790.00

3512

T.S Rod 12mm conforming to

IS: 9417 (1989) or any

amendments there of. Kg 82.20 95.00

7,809.00

3513

T.S Rod 8mm conforming to IS:

9417 (1989) or any

amendments there of. Kg 82.20 20.00

1,644.00

3514 Binding Wire Kg 105.00 1.00 105.00

2301 Cement cum 13,750.00 0.20 2,750.00

2302 River Sand cum 2,100.00 0.40 840.00

2303 Stone Aggregate 10-20 mm cum 1,890.00 0.65 1,228.50



Labours






Total 522,096.50


Testing and Commissioning Charges 3,000.00



Page No -201-

INSTALLATION OF 33kV ISOLATOR WITH EARTH SWITCH

17.02 Providing and erection of 33kV Isolator with earthswitch with structure in

complete set including excavation and refilling of foundation pit

2.84mx1.60mx1.20m (lxbxh) in size; foundation casting - footing PCC 1:3:6 (0.2m

thick) and 2 column RCC 1:2:4 0.45mx1.00mx1.50m (lxbxh) in size with planting

depth of 1.2m, 12mm thick 1:3 cement plastering of plint 0.50m height; erection

of mounting Structure and Isolator as directed by Engineer-in-charge


Material

341 0

33kV Isolator with

Earth Switch

complete with

mounting structure,

terminal connectors,

foundation bolts and

all other accessories

etc. conforming to IS:

9921 of the latest

version.

set 98,000.00 1.00 98,000.00

3512

T.S Rod 12mm

conforming to IS: 9417

(1989) or any

amendments there of.

Kg 82.20 68.00 5,589.60

3513

T.S Rod 8mm


(1989) or any


Kg 82.20 24.00 1,972.80

3514 Binding Wire Kg 105.00 1.00 105.00

2301 Cement cum 13,750.00 0.52 7,150.00

2302 River Sand cum 2,100.00 1.00 2,100.00

2303

Stone Aggregate 10- 20

mm cum 1,890.00 1.80 3,402.00

2403

Wooden Plank (12x1

sq.ft.) No 1,000.00 4.00 4,000.00


Labours






Total 138,449.40





Page No -202-

INSTALLATION 33kV ISOLATOR WITHOUT EARTH SWITCH

17.03 Providing and erection of 33kV Isolator without earthswitch with structure in







Material

341 1

33kV Isolator without

Earth Switch

complete with

mounting structure,




etc. conforming to IS:

9921 of the latest

version.

set 95,655.00 1.0000 95,655.00

3512

T.S Rod 12mm


7 (1 989) or any


Kg 82.20 68.0000 5,589.60

3513

T.S Rod 8mm


7 (1 989) or any


Kg 82.20 24.0000 1 ,972.80

3514 Binding Wire Kg 105.00 1.0000 105.00

2301 Cement cum 13,750.00 0.5200 7,150.00

2302 River Sand cum 2,100.00 1.0000 2,100.00

2303


mm cum 1,890.00 1.8000 3,402.00

2403

Wooden Plank (12x1

sq.ft.) No 1,000.00 4.0000 4,000.00


Labours






Total 137,524.40





Page No -203-

INSTALLATION OF 11kV ISOLATOR WITH EARTH SWITCH

17.04 Providing and erection of 11kV Isolator with earth switch with structure in







Material

3421

11 kV Isolator with

Earth Switch

complete with

mounting structure,




etc, conforming to IS:

13118 (1991) or any


No 68,500.00 1.0000 68,500.00

3512

T.S Rod 12mm

conforming to IS:

9417 (1989) or any


Kg 82.20 68.0000 5,589.60

3513

T.S Rod 8mm

conforming to IS:

9417 (1989) or any


Kg 82.20 24.0000 1,972.80

3514 Binding Wire Kg 105.00 1.0000 105.00

2301 Cement cum 13,750.00 0.5200 7,150.00

2302 River Sand cum 2,100.00 1.0000 2,100.00

2303


mm cum 1,890.00 1.8000 3,402.00

2403

Wooden Plank (12x1

sq.ft.) No 1,000.00 4.0000 4 ,000.00


Labours






Total 110,369.40





Page No -204-

Page No -205-

Page No -206-

Page No -207-

INSTALLATION OF 33kV HORN GAP FUSE UNIT

17.08 Providing and Installation of 33kV Horn Gap Fuse Unit


Material

3420

33 kV Horn Gap Fuse Unit

conforming to IS: 9921 of the

latest version.

No 14,000.00 1.00 14,000.00


Labours






Total 14,710.00




Page No -208-

INSTALLATION AND COMMISSIONING OF 33/11kV TRANSFORMERS

INSTALLATION AND COMMISSIONING OF 33/11kV, 6.3MVA POWER

TRANSFORMER

18.01 Providing and erection of 33/11kV, 6.3MVA Transfomer with construction of

foundation 2.8mx3.05mx1.4m in size (planting depth of 0.4m) with PCC 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) including

commissioning as directed by Engineer-in-Charge


Material

3405

Outdoor type, oil

immersed,

naturally cooled

3ph, 50Hz, Cu

wound Power

Transformer of

vector group DynII

with tap changer

and air breather

etc. conforming to

IS:2026 of latest

version and ISI

marked of the

capacity 6.3 MVA,

33/11kV complete

with all

accessories.

No 3,723,921.00 1.00 3,723,921.00

2301 Cement cum 13,750.00 3.08 42,350.00

2302 River Sand cum 2,100.00 6.00 12,600.00

2303

Stone Aggregate

10-20 mm cum 1,890.00 11.00 20,790.00

2403

Wooden Plank

(12x1 sq.ft.) No 1,000.00 11.00 11,000.00


Labours



1003 Labour Semi- manday 250.00 0.00 -



Total 3,836,841.00





Page No -209-

INSTALLATION AND COMMISSIONING OF 33/11kV, 2.5MVA POWER TRANSFORMER

18.02 Providing and erection of 33/11kV, 2 .5MVA Transfomer with construction of





Material

3406

Outdoor type, oil

immersed,

naturally cooled

3ph, 50Hz, Cu

wound Power

Transformer of

vector group Dyn-II

with tap changer

and air breather

etc. conforming to

IS:2026 of latest

version and ISI

marked of the

capacity 2.5 MVA,

33/11kV complete

with all accessories.

No 2,637,414.00 1.00 2,637,414.00

2301 Cement cum 13,750.00 2.41 33,137.50

2302 River Sand cum 2,100.00 5.00 10,500.00

2303

Stone Aggregate 10-

20 mm cum 1,890.00 9.50 17,955.00

2403

Wooden Plank

(12x1 sq.ft.) No 1,000.00 4.00 4,000.00


Labours



1003

Labour Semi-

Skilled manday 250.00 0.00 -



Total 2,729,846.50





Page No -210-

INSTALLATION AND COMMISSIONING OF 33/11kV, 1.6MVA POWER TRANSFORMER

18.03 Providing and erection of 33/11kV, 1 .6MVA Transfomer with construction of





Material

3407

Outdoor type, oil

immersed,

naturally cooled

3ph, 50Hz, Cu

wound Power

Transformer of

vector group Dyn-II

with tap changer

and air breather etc.

conforming to

IS:2026 of latest

version and ISI

marked of the

capacity 1.6 MVA,

33/11kV complete

with all accessories.

No 1,916,070.00 1.00 1,916,070.00

2301 Cement cum 13,750.00 0.03 435.88

2302 River Sand cum 2,100.00 0.10 199.71

2303

Stone Aggregate 10-

20 mm cum 1,890.00 0.19 361.37

2403

Wooden Plank

(12x1 sq.ft.) No 1,000.00 4.00 4,000.00


Labours



1003 Labour Semi- manday 250.00 0.00 -



Total 1,941,966.95





Page No -211-

INSTALLATION AND COMMISSIONING OF 33/0.415kV, 100kVA STATION

TRANSFORMER

18.04 Providing and erection of 33/0.415kV, 100 kVA Transfomer with construction of





Material

3408

Outdoor type, oil

immersed,

naturally cooled

3ph, 50Hz, Cu

wound Station

Transformer of

vector group Dyn-II

with tap changer

and air breather etc.

conforming to

IS:2026 of latest

version and ISI

marked of the

capacity 100 kVA,

33/0.415kV,

complete with all

accessories.

No 467,531.00 1.00 467,531.00

2301 Cement cum 13,750.00 0.68 9,350.00

2302 River Sand cum 2,100.00 1.40 2,940.00

2303

Stone Aggregate 10-

20 mm cum 1,890.00 2.70 5,103.00

2403

Wooden Plank

(12x1 sq.ft.) No 1,000.00 6.00 6,000.00


Labours






Total 502,194.00





Page No -212-

INSTALLATION AND COMMISSIONING OF 33/0.415kV, 250kVA STATION

TRANSFORMER

18.05 Providing and erection of 33/0.415kV, 250 kVA Transfomer with construction of





Material

3409

Outdoor type, oil

immersed,

naturally cooled

3ph, 50Hz, Cu

wound Station

Transformer of

vector group Dyn-II

with tap changer

and air breather

etc. conforming to

IS:2026 of latest

version and ISI

marked of the

capacity 250 kVA,

33/0.415kV,

complete with all

accessories.

No 494,741.25 1.00 494,741.25

2301 Cement cum 13,750.00 1.24 17,050.00

2302 River Sand cum 2,100.00 2.50 5,250.00

2303

Stone Aggregate 10-

20 mm cum 1,890.00 4.85 9,166.50

2403

Wooden Plank

(12x1 sq.ft.) No 1,000.00 7.00 7,000.00


Labours






Total 549,187.75





Page No -213-

FITTING OF COPPER CONTROL CABLES

19.01 Providing and Fitting of 1.1kV Copper Control Cable of per meter length, 16 Core, 2.5

sq.mm conforming to IS : 1554-1 (1988) or any ammendments with 2.5 sq.mm

Copper Cable Lug of Ring/Fork/Pin type, as directed by the engineer in charge.


Material

1627

1.1 kV Copper Control

Cable, 2.5 sq.mm, 16

Core, conforming to IS

: 1554-1 (1988) or any


m 575.00 50.00 28,750.00

1717

Copper Cable Lug,

Ring/Fork/Pin type,

2.5 sq.mm

No 27.00 32.00 864.00

2011

Cable Gland for 2.5

sq.mm, 16 Core

Copper Control Cable

No 52.50 2.00 105.00

1718 Cable Ferrule, 2.5

sq.mm [A-Z] 100 each Packet 2,340.00 1.00 2,340.00


sq.mm [0-9] 100 each Packet 900.00 1.00 900.00


Labours






Total 33,954.00




Per meter cost 881.00


Page No -214-

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/






Material

1628


Cable, 2.5 sq.mm, 12


: 1554-1 (1988) or any


m 444.00 50.00 22,200.00

1717

Copper Cable Lug,

Ring/Fork/Pin type,

2.5 sq.mm

No 27.00 24.00 648.00

2012

Cable Gland for 2.5

sq.mm, 12 Core

Copper Control Cable

No 52.50 2.00 105.00




sq.mm [0-9] 100 each Packet 900.00 1.00 900.00


Labours






Total 27,067.00






Page No -215-

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/






Material

1629


Cable, 2.5 sq.mm, 6


: 1554-1 (1988) or any


m 174.00 50.00 8,700.00

1717

Copper Cable Lug,

Ring/Fork/Pin type,

2.5 sq.mm

No 27.00 24.00 648.00

2013

Cable Gland for 2.5

sq.mm, 6 Core Copper

Control Cable

No 52.50 2.00 105.00




sq.mm [0-9] 100 each Packet 900.00 1.00 900.00


Labours






Total 13,408.00






Page No -216-

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/






Material

1630


Cable, 2.5 sq.mm, 4


: 1554-1 (1988) or any


m 122.00 50.00 6,100.00

1717

Copper Cable Lug,

Ring/Fork/Pin type,

2.5 sq.mm

No 27.00 24.00 648.00

2014

Cable Gland for 2.5


Control Cable

No 45.00 2.00 90.00




sq.mm [0-9] 100 each Packet 900.00 1.00 900.00


Labours






Total 10,634.67






Page No -217-

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/






Material

1631


Cable, 2.5 sq.mm, 2


: 1554-1 (1988) or any


m 96.00 50.00 4,800.00

1717

Copper Cable Lug,

Ring/Fork/Pin type,

2.5 sq.mm

No 27.00 24.00 648.00

2015

Cable Gland for 2.5


Control Cable

No 45.00 2.00 90.00




sq.mm [0-9] 100 each Packet 900.00 1.00 900.00


Labours






Total 9,296.85






Page No -218-

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

http://sq.mm/

FITTING OF 11kV XLPE Al. CABLES

19.06 Providing and laying of 1 Core, 11kV XLPE Aluminium Cable of per meter length, 185

sq.mm conforming to IS 7098 Part 2 (1985) or any ammendments, as directed by the

engineer in charge.


Material

1638

11kV XLPE

Aluminium Cable, 1

Core, 185 sq.mm

m 1,159.00 50.00 57,950.00


Labours






Total 58,543.33






Page No -219-

http://sq.mm/

http://sq.mm/


19.07 Providing and laying of 1 Core, 11kV XLPE Aluminium Cable of per meter length,

150sq.mm conforming to IS 7098 Part 2 (1985) or any ammendments, as directed



Material

1639

11kV XLPE

Aluminium Cable, 1

Core, 150 sq.mm

m 1,138.00 50.00 56,900.00


Labours






Total 57,482.86






Page No -220-

http://150sq.mm/

http://sq.mm/


19.08 Providing and laying of 1 Core, 11kV XLPE Aluminium Cable of per meter length,

120sq.mm conforming to IS 7098 Part 2 (1985) or any ammendments, as directed



Material

1640

11kV XLPE

Aluminium Cable, 1

Core, 120 sq.mm

m 1,100.00 50.00 55,000.00


Labours






Total 55,575.00






Page No -22 1-

http://120sq.mm/

http://sq.mm/

FITTING OF 11kV XLPE Al. CABLES JOINTING KIT

19.09 Providing and Fitting of 1 Core, 11kV XLPE Aluminium Cable Jointing Kit of One

Number, 185 sq.mm conforming to IS 7098 Part 2 (1985) or any ammendments, as



Material

2023

Cable Jointing Kit for

1 Core, 11kV XLPE

Al. Cable, 185 sq.mm

No 4,550.00 1.00 4,550.00

1709

Aluminium Cable Lug

long barrel , 185

Sq.mm

No 68.00 1.00 68.00


Labours






Total 5,018.00




Page No -222-

http://sq.mm/

http://sq.mm/






Material

2024


1 Core, 11kV XLPE


No 4,550.00 1.00 4,550.00

1708

Aluminium Cable Lug

long barrel , 150

Sq.mm

No 53.00 1.00 53.00


Labours






Total 5,003.00




Page No -223-

http://sq.mm/

http://sq.mm/






Material

2025


1 Core, 11kV XLPE


No 4,550.00 1.00 4,550.00

1707

Aluminium Cable Lug

long barrel , 120

Sq.mm

No 42.00 1.00 42.00


Labours






Total 4,992.00




Page No -224-

http://sq.mm/

http://sq.mm/

INSTALLATION OF 33 kV C&R TRANSFORMER PANEL

20.01 Providing and Installation of 33kV Control and Relay Transformer Panel


Material

3412

33 kV Control and Relay

Transformer Panel complete

with MW meter, ammeter,

voltmeter, indicators as

necessary, overcurrent and

earth fault relays (numerical

type) with time delay setting

facilities, trip circuit

supervising relay, Bucholz

relay, oil temperature relay,

winding temperature relay,

master trip relay, remote

switches, energy meter,

import & export recorder,

fault annunciator, digital

metering, event logger,

disturbance recorder,

communication facilities etc.

of the latest technology

conforming to IS: 3231 of the

latest versions. Aux. supply

of 1 10V DC. (Appropriate

transformation ratios should

be selected as per

requirements)

No 741,990.00 1.00 741,990.00


Labours






Total 743,613.33





Page No -225-

INSTALLATION OF 33 kV C&R FEEDER PANEL

20.02 Providing and Installation of 33kV Control and Relay Feeder Panel


Material

341 3

33 kV Control and Relay

Feeder Panel complete with

MW meter, ammeter,

voltmeter, frequency meter,

power factor meter,

indicators as necessary,

overcurrent and earth fault

relays (numerical type) with

time delay setting facilities,

trip supervising relay,

master trip relay, remote

switches, energy meter,

import & export recorder,

fault annunciator, digital

metering, event logger,

disturbance recorder,

communication facilities etc.

of the latest technology

conforming to IS: 3231 of

the latest versions. Aux.

supply of 1 10V DC.

(Appropriate transformation

ratios should be selected as

per requirements)

No 741 ,990.00 1.00 741,990.00


Labours






Total 743,613.33





Page No -226-

INSTALLATION OF 11kV INDOOR SWITCHBOARD PANEL

20.03 Providing and Installation of 1 1kV Indoor Switchboard Panel for Incoming Feeder.

Labours






Total 1,240,623.33




Supervision (15% on Labour Cost) Sl. No. Descripti

Page No -227-

INSTALLATION OF 11kV INDOOR SWITCHBOARD PANEL 20.04

Providing and Installation of 11kV Indoor Switchboard Panel for Outgoing Feeder.


Material

3415

11 kV Indoor Switchboard Panel for

Outgoing Feeder Panel with the

following:

12 kV, 350 MVA, 800 A, 18.4KA, Multi

panel, shunt trip, Indoor Type, motor

operated, spring closing Vacuum

Circuit Breaker, Current Transformer

having accuracy class of 0.2 for

metering & 5P10 for protection, MW

meter, ammeter, voltmeter,

overcurrent and earth fault relays

(numerical type) with time delay

setting facilities, trip supervising

relay, master trip relay, energy meter,

import & export recorder, SIM card

compatible fault annunciator, digital

metering, event logger, disturbance

recorder, communication facilities etc.

of the latest technology, conforming to

IS:13118 (1991), IEC:56 (1987).

(Appropriate transformation ratios

should be selected as per

requirements)

No 1,239,000.00 1.00 1,239,000.00


Labours






Total 1,240,623.33





Page No -228-

INSTALLATION OF 11kV INDOOR SWITCHBOARD PANEL

20.05 Providing and Installation of 11kV Indoor Switchboard Panel for Bus Coupler.


Material

3416

11 kV Indoor Switchboard Panel for Bus

Coupler Panel with the following:

12 kV, 350 MVA, 800 A, 18.4KA, Multi

panel, shunt trip, Indoor Type, motor

operated, spring closing Vacuum

Circuit Breaker, Current Transformer

having accuracy class of 0.2 for

metering & 5P10 for protection, MW

meter, ammeter, voltmeter,

overcurrent and earth fault relays

(numerical type) with time delay

setting facilities, trip supervising

relay, master trip relay, energy meter,

import & export recorder, SIM card

compatible fault annunciator, digital

metering, event logger, disturbance

recorder, communication facilities etc.

of the latest technology, conforming to

IS:13118 (1991), IEC:56 (1987).

(Appropriate transformation ratios

should be selected as per

requirements)

No 1 ,239,000.00 1.00 1 ,239,000.00


Labours






Total 1,240,623.33





Page No -229-

INSTALLATION OF BATTERY CHARGER WITH DCDB 21.01

Providing and Installation of 11 0V Battery Charger with DCDB.


Material

3417

1 10V DC Distribution Board,

Float cum Boost Battery Charger

(30A) suitable for charging 250 Ah

battery and supply of continuous

load at 15A.

No 580,135.00 1.00 580,135.00


Labours






Total 580,655.00




Supervision (15% on Labour Cost) 7 8 . 0 0

Page No -230-

INSTALLATION OF BATTERY BANK

21.02 Providing and Installation of 11 0V, 1 50Ah Battery Bank.


Material

3418

1 10V DC, 250 Ah, SMF-

VRLA Battery Bank

consisting of 55 nos. cell.

Model: UPST-250 along

with MS Steel enclosure

and inter cell connection

complete with accessories

No 455,275.00 1.00 455,275.00


Labours






Total 457,195.00





Page No -23 1-

INSTALLATION OF ACDB

21.03 Providing and Installation of AC Distribution Board.


Material 3419 AC Distribution Board No 74,990.00 1.00 74,990.00


Labours






To ta l 75 ,960 .00



Grand Tota l 90,354.00


Page No -232-

FENCING OF 33kV SUBSTATION BY RCC PILLAR WITH BRICK

22.01 Construction of 2m Height Fencing for 33kV Sub-Station by using RCC Pillar, Brick

etc, as directed by the engineer in charge.

Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1 .5m

in width or 1 0sqm on plan) including dressing of sides and ramming of bottoms, lift A

upto 1.5m including getting out excavated soil and disposal of surplus excavated

soil as directed within a lead of 50 metres.


(Coefficient for ordinary soil increased 1.5 times)



LABOURS : Mate/Supervisor day 1.20 470.00 564.00

Unskilled day 12.30 220.00 2,706.00

3,270.00


3,368.10


3,401.78

Add CPOH @ 15% 510.27

Cost for 10 cum 3,912.05

cum 4.00 1,564.82

Page No -233-

B Steel reinforcement for RCC work including straighthening, cutting, bending,


Hot rolled deformed bars

Details of cost for 1 quintal .


MATERIALS :

Deformed twisted steel bars = Wastage 5% =

Total =

1.05q quintal 1.05 5,800.00 6,090.00

Carriage of steel 1.05/10 = tonne 0.11 37.46 3.93

Cover block L.S. 10.00 8.00 80.00

LABOUR :

For straightening, cutting,

bending, binding and placing

in position-


Beldar day 1.00 220.00 220.00


TOTAL 7,049.21


TOTAL 7,119.70

Add CPOH @ 15% 1,067.96

Cost for 100 kg 8,187.66

kg 178.59 14,622.34

Page No -234-

C Centering and shuttering including strutting,propping etd. And removal of form for:

a) Columns, pillars, piers, abutments, posts and struts.

Details of cost for a Column 30 cm square and 3.50 high : 4x0.30x3.50m= 4.20

sqm


(A) MATERIALS :


Total sqm 5.46 Add for wastage @ 5% sqm 0.27 Total 5.73

cum 0.22 28,000.00 6,104.00


Total 6,788.00

Assuming that timber shall

become unserviceable after

being used 7 times.



(A) 993.95

(B) LABOURS :


Unskilled each 1.25 220.00 275.00

775.00


(B) 798.25

(A) + (B) 1,792.20


1,810.12

Add CPOH @ 15% 271.52


sqm 12.00 5,947.54

Page No -235-

D b) Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc.


height of 3.50 m.


Area in contact with concrete= 1x1 .3x6.0 sqm 7.80


(A) MATERIALS :

(i) Planks 38 mm thick. (2nd class) : 2x0.538x0.376 sqm 0.41 : 2x6.60x0.50 sqm 6.60 : 1x6.00x0.376 sqm 2.26

Total 9.26 Add for wastage @ 10% sqm 0.93

Total 10.19

cum 0.39 28,000.00 10,836.00

(ii) Ballies 125 mm dia. supports 0 .8 m apart : 8x3.50 Rm 28.00 45.00 1,260.00


Total 12,636.00

Assuming that timber shall

become unserviceable after

being used 7 times.

Cost of using once 1,805.14


(A) 1,850.27

(B) LABOURS :




Unskilled each 1.25 220.00 275.00

775.00


(B) 798.25

(A) + (B) 2,648.52


2,675.01

Add CPOH @ 15% 401.25


sqm 30.80 12,147.30

Page No -236-




Details of cost for 1.00 cum. Description Unit Qty. Rate/Unit Amount

MATERIALS :

Stone aggregate 20mm cum 0.67 1,800.00 1,206.00

Stone aggregate 10mm cum 0.22 1,800.00 396.00


Coarse sand cum 0.45 850.00 378.25


Cement (0.2833cum ) tonne 0.32 9,000.00 2,880.00


LABOURS :


Unskilled day 2.00 220.00 440.00


Hire charge of concrete mixer day 0.07 1,668.00 116.76

Vibrator day 0.07 1,068.00 74.76

Sundries L.S 14.30 8.00 114.40

TOTAL 6,017.67


TOTAL 6,077.85

Add CPOH @ 15% 911.68

For 1.00 cum 6,989.53

lumn

cum 0.25 1,747.38

E

Page No -237-

C

Reinforced cement concrete work in walls including attached pillasters, columns,

pillers, posts, piers, abutments, return walls, retaining walls, struts, buttresses,

string or lacing courses, fillets etc. upto floor five level excluding cost of centering





MATERIALS :




Coarse sand cum 4.09 850.00 3,472.34


Cement (0.2833cum ) tonne 2.94 9,000.00 26,442.00


LABOURS :

Unskilled day 11.29 220.00 2,483.80

Coolie day 7.53 220.00 1,656.60

Semi-skilled day 8.26 250.00 2,065.00



Hire charge of concrete mixer day 0.64 1,668.00 1,067.52

Vibrator day 0.64 1,068.00 683.52

Sundries L.S 131.82 8.00 1,054.56

Scaffolding L.S 420.03 8.00 3,360.24


upto floor V level.0.75x9.18x2.5

Coolie day 17.20 250.00 4,300.00

TOTAL 55,349.93


TOTAL 55,903.43

Add CPOH @ 15% 8,385.51

Cost for 9.18 cum 64,288.94

cum 0.50 3,501.58

F

Page No -238-

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto

15° landings, balconies, shelves, chajjas, lintels, bands, window sills, stair

cases, spiral stair cases, cantilevers upto floor five level excluding cost of centering G

shuttering etc complete. with 1:2:4(1cement : 2 coarse sand :4 stone aggregate

20mm)

Beam:




MATERIALS :


Stone aggregate 10mm cum 0.22 1,800.00 396.00


Coarse sand cum 0.45 850.00 378.25


Cement (0.2225cum ) tonne 0.32 9,000.00 2,880.00


LABOURS :


Unskilled day 2.75 220.00 605.00


Hire charge of concrete mixer day 0.08 1,668.00 133.44

Vibrator day 0.08 1,068.00 85.44

Sundries L.S 14.30 8.00 114.40



Coolie day 1.88 250.00 470.00

TOTAL 6,241.53


TOTAL 6,303.95

Add CPOH @ 15% 945.59

Cost for 1.00 cum 7,249.54

cum 1.10 7,974.49

Page No -239-


foundations etc. in layers not exceeding 20cm in depth, consolidating each H




LABOURS :

Mate day 0.20 470.00 94.00

Coolies day 2.50 220.00 550.00

Bhisti day 0.20 250.00 50.00

694.00


700.94

Add CPOH @ 15% 105.14


cum 3.20 257.95

I Half brick masonry with first class brick in superstructure above plinth

level upto floor V level.

a) in cement mortar 1:3 ( 1 cement : 3 coarse sand )



(A) MATERIALS:

(i) 1st class brick nos 565.00 10.00 5,650.00

(ii) Cement mortar 1:3 Rate as per item no.3.04(b) of

SH: Mortars cum 0.28 6,128.40 1,715.95



(B) LABOURS :



Exatra labour for lifting materials: 10x0.1 15x0.75x1.5 Coolie each 0.70 220.00 154.00


Unskilled each 1.55 220.00 341.00

TOTAL 8,866.01


TOTAL 8,954.67

Add CPOH @ 15% 1,343.20

Cost for 10.00 sqm 10,297.87

sqm 20.25 20,853.19

Page No -240-

2.0m high polysteel goat proof fencing with 2.6m angle iron posts 50 x 50 x 6mm A size

placed 2.0m apart embedded in cement concrete block 1:3:6 (1 cement: 3 sand : 6 stone

aggegate) of size 25 x 25 x 60 cm fixing with nails and wire etc. including earthwo rk

complete.



(A) MATERIALS:

(i) Angle iron 50x50x6mm @ 4.50kg/m.

: 16 x 2.6 x 4.50 kg 187.20 Add for wastage @ 5% kg 9.36

kg 196.56

qtl 1.97 6,985.00 13,760.45

(ii) Polysteel goat proof wire :

2.0 x 30 sqm 60.00 445.00 26,700.00

(iii) Nails kg 2.00 80.00 160.00

40,620.45

Carriage & handling @ 2.5% 1,015.51

(iv) Cement concrete block 1 : 3 : 6 (1cement:3 sand:6 stone

aggregate 20mm size)

: 16 x 0.25 x 0.25 x 0.60 cum 0.60 7,602.30 4,561.38

(v) Earthwork for cement

concrete block

: 16 x 0.25 x 0.25 x 0.60 cum 0.60 327.20 196.32

(A) 46,393.66

(B) LABOURS :

(For drilling holes, fitting and

fixing)





(v) Unskilled each 2.72 220.00 598.40

1,914.00

Sundries & contingencies @

3%

57.42

(B) 1,971.42

(A) + (B) 48,365.08

Add for water charge @ 1%

except on (A) iv & v, i.e. on Rs.

43,607.38 436.07

TOTAL 48,801.15

Add CPOH @ 15% 7,320.17

Cost for 30.00 Rm 56,121.32

Cost for 1Rm 1,870.71

Say 1,871.00

22.02 Construction of 2m height Fencing for 33kV Sub-Station by using fencing post and fencing

net, as directed by the engineer in charge.

Page No -241-


22.03 3mm M.S.Gusset plates at the junction and corners, all necessary fittings


(a) Using M.S angles (40x40x6)mm for diagonal braces


=2x1.20x2.40 = 5.76sqm



(A) MATERIALS

(i) M.S. Sheet 1mm thick. @ 7.85 kg/ sqm kg 45.216 Add for wastage @ 10% 4.522

49.738

qtl 0.497 4,950.00 2,460.15


Total (I) = 2,521.65

(ii) Gusset plates 3mm thick Area of one gusset plate 0.30 x 0.04 0.012 1/2 x 0.26 (0.04+0.30) 0.044

sqm 0.056 8 x 0.0562 sqm 0.45 2 x 22/7 x 1/4 x 0.30 x 0.30 sqm 0.141

sqm 0.591 @ 23.55 kg/sqm kg 13.918 Add for wastage @ 10% 1.392

15.31

qtl 0.153 4,628.00 708.08


Total (II) = 725.78

(iii) Angle Iron 40mm x 40mm x 6mm Sides: 4x2.40 m 9.6 Top & Bottom: 2x2x1.20 m 4.8 Diagonals: 1x2x2.50 m 5

1x2x2.45 m 4.9

m 24.3 Add for wastage @ 10% m 2.43

m 26.73 @ 3.5 kg/Rm kg 93.555

qtl 0.936 6,985.00 6,537.96


Total (III) = 6,701.41

Page No -242-

(iv) M.S Cleats.

(40x10) mm: 4 x 0.20 m 0.8


m 1 @ 3.15 kg/m kg 3.15

qtl 0.032 70.00 2.24


Total (IV) = 2.30

(v) Pin Clamps (Pintles)

50mm x 6 mm: 4 x 0.45 m 1.8


m 1.998

@ 2.35 kg/m kg 4.695

qtl 0.047 4,628.00 217.52


Total (V) = 222.96

(vi) 20 mm diameter M.S. bar as

pin:

4 x 0.075 m m 0.3


m 0.315 @ 2.47 kg/m kg 0.778

qtl 0.008 4,000.00 32.00


Total (VI) = 32.80

(vii) 1 2mm diameter bolts &

nuts

60 mm long: 4 x 2 each 8

@ 0.183 kg/No kg 1.464

qtl 0.015 10,929.00 163.94



(viii) 10mm diameter 45 cm

long hooks. each 2 64.29 128.58

(ix) C.C 1:3:6 to fix pin Clamps

= 4 x 0.40 x 0.20 x 0.20 cum 0.064 5,968.30 381.97

(x) C.C 1:2:4 for a block to be

embedded

in floor to keep shutters intact

= 1 x 0.15 x 0.10 x 0.20 cum 0.003 - -

(xi) Locking Arrangement &

Handle each 1 51.43 51.43

Page No -243-

(xii) Priming Coat

M.S.Sheet: 2 x 5.76 sqm 11.52

Angle Iron: 24.30 x 0.16 sqm 3.888

15.408 36.60 563.93

Total (VIII) = 1,125.91

I + II + III + IV + V + VI + VII +

VIII =

(A) 11,500.85

(B) LABOUR

(i) 1st class Fitter each 2 440.00 880.00

(ii) 1st class Blacksmith each 3 440.00 1,320.00

(iii) 2nd class Blacksmith each 4 320.00 1,280.00



(vi) Unskilled labour each 5 250.00 1,250.00

(B) 4,776.20

(A) + (B) 16,277.05

Add for Sundries &

Contingencies @ 3%

459.93


Add for Water Charges &

Electricity @ 1.5%

229.97




766.56



1,533.12

Cost of M.S. Sheet door of 5.76

sqm.

19,266.63

Cost per sqm. 3,344.90

Total Cost for 1 Sqm 3,345.00

"C

Page No -244-

SWITCH YARD GRAVELING

23.01 Earthwork in surface excavation and dressing including cutting and filling upto 15 cm

depth, disposal of excavated earth upto 50m and lift upto 1.5m including antiweeds

treatment


Details of cost for 100sqm

1001 Labour Skilled-I manday 380.00 1 380.00




Grand Total for 100 qm4,051.29

Total for 1 sqm 40.51

Say 41.00


Page No -245-

23.02 Half brick masonry with first class brick in foundation upto one storey above and below

ground level including curing, in cement mortar 1:3 (1 Cement: 3 fine sand) etc.

complete.

in cement mortar 1:3 ( 1 cement : 3 fine sand )



2310 1st Class Brick No 21.00 565 11,865.00

2308 Cement mortar 1:3 cum 5,914.40 0.28 1,656.03



Sub-Total 13,791.45

Labours






Total 14,846.00



Say 17,073.00

Say 1,707.00


Cost for 1 sqm

1,707.30

Page No -246-


ground level including curing, in cement mortar 1:4 (1 Cement: 4 fine sand) etc.

complete.




2310 1st Class Brick No 21.00 565 11,865.00




Sub-Total 13,455.90

Labours






Total 14,510.45



Say 16,687.00

Cost 1 sqm

1,668.70

Say 1,669.00


Page No -247-

23.04 Providing and laying in position cement concrete of specified grade excluding cost of

centering and shuttering - All work upto plinth level:

1:3:6(1 cement :3 course sand :6 stone aggregate 20mm nominal size)



2301 Cement cum 13,750.00 0.22 3,025.00

2302 River Sand cum 2,100.00 0.44 924.00

2303 Stone Aggregate 10-20 mcum 1,890.00 0.88 1,663.20



Sub-Total 5,724.44

Labours




1005 Concrete Mixture 7-

1 0tph Per Hour 270.00 4.00 1,080.00

1006 Niddle Vibrator Per Hour 101.00 4.00 404.00


Total 1,797.33



Say 2,067.00

Cost 1 cum

2,067.00

Say 2,067.00


Page No -248-

Page No -249-

Page No -250-

23.07 12 mm cement plaster of mix 1:4 (1 cement : 4 coarse sand)


Details of cost for 10 Sqm

2311 Cement mortar 1:4 cum 4,739.50 0.14 663.53



Sub-Total 676.80

Labours






Total 1,676.80



Say 1,928.00

Cost 1 Sqm

192.80

Say 193.00


Page No -25 1-

CABLE TRENCH

24.01 Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1 .5m in

width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1

.5m including getting out excavated soil and disposal of surplus excavated soil as

directed within a lead of 50 metres.

a) Ordinary Soil







Say 5,060.00

Cost 1 Cum

506.00

Say 506.00


b) Hard Soil (Co-efficient of ordinary soil increased by 1.5



1004 Labour Un-skilled manday 220.00 30 6,600.00




Say 7,590.00

Cost 1 Cum

759.00

Say 759.00


Page No -252-

c) Very Hard Soil (Co-efficient of ordinary soil increased by 2 times)







Say 10,120.00

Cost 1 Cum

1,012.00

Say 1,012.00


d) Soft Rock (Blasting Prohibited Works)








Say 11,143.00

Cost 1 Cum

1,114.30

Say 1,114.00


e) Hard Rock (Blasting Prohibited Works)








Say 15,600.00

Cost 1 Cum

1,560.00

Say 1,560.00


Page No -253-

24.02 Half brick masonry with first class brick in foundation upto one storey

above and below ground level including curing, etc. complete. in

cement mortar 1:3 ( 1 cement : 3 fine sand )



2310 1st Class Brick No 21.00 565 11,865.00




Sub-Total 13,791.45

Labours






TOTAL 14,846.00



Say 17,073.00

Say 1,707.00


Cost for 1 sqm

1,707.30

Page No -254-


ground level including curing, etc. complete.




2310 1st Class Brick No 21.00 565 11,865.00




Sub-Total 13,455.90

Labours






TOTAL 14,510.45



Say 16,687.00

Say 1,669.00


Cost for 1 sqm

1,668.70

Page No -255-

24.04 Providing and laying in position cement concrete of specified grade excluding cost of

centering and shuttering - All work upto plinth level:

1:3:6(1 cement :3 course sand :6 stone aggregate 20mm nominal size)



2301 Cement cum 13,750.00 0.22 3,025.00

2302 River Sand cum 2,100.00 0.44 924.00

2303 Stone Aggregate 10-

20 mm cum 1,890.00 0.88 1,663.20



Sub-Total 5,724.44

Labours




1005 Concrete Mixture 7-

1 0tph Per Hour 270.00 4.00 1,080.00

1006 Niddle Vibrator Per Hour 101.00 4.00 404.00


TOTAL 1,797.33



Say 2,067.00

Say 2,067.00


Cost for 1 cum 2,067.00

Page No -256-

24.05 Providing and fixing of Angle Iron (40x40x6mm) for Cable rack including

necessary welding etc complete


Details of cost for 1 Cable rack

1403 M.S. Angle Iron

40x40x6 mm kg 105.84 2 211.68



Sub-Total 215.91

Labours






TOTAL 322.16


Grand Total 370.49

Say 370.00

Say 370.00


Cost for 1 rack 370.00

Page No -257-

24.06 12 mm cement plaster of mix 1:4 (1 cement : 4 coarse sand)


Details of cost for 10 Sqm

2311 Cement mortar 1:4 cum 4,739.50 0.14 663.53



Sub-Total 676.80

Labours






TOTAL 1,676.80



Say 1,928.00

Say 193.00


Cost for 1 sqm

192.80

Page No -258-

24.07 Providing and positioning of M.S Flat Chequer Plate 6mm thick


Details of cost for 100 Kgs

3209 Chequer Plate 6mm

thick kg 101.00 100 10,100.00



Sub-Total 10,302.00

Labours






TOTAL 10,514.50



Say 12,092.00

Say 121.00


Cost for 1 Kg

120.92

Page No -259-

DISMANTLING OF STEEL TUBULAR POLE (SP-17)

101.01 Dismantling of steel tubular pole (SP- 17)

Sl. No. Description Unit Qty.

Materials

1101

Swaged Steel Poles with base


size of200mmx200mm

square welded at the bottom

and with pole cap of 6mm

thick to be welded at the top

con forming to IS 2713/1980

or the latest version thereof

410 SP-17 of overall length

8.50m

No 1.00

Labours






Total 751.67


Grand Total 864.42

Say 864.00

Supervision (15% on Labour Cost 112.75

Page No -260-


101.02 Dismantling of steel tubular pole (SP-29).


Materials

1 1 02



size of200mmx200mm




con forming to IS 27

13/1980 or the latest



No 1.00

Labours






Total 1210.00


Grand Total 1391.50

Say 1392.00


Page No -261-




Materials

1 1 03



size of200mmx200mm




con forming to IS 27




No 1.00

Labours






Total 1760.00


Grand Total 2024.00

Say 2024.00


Page No -262-




Materials

1 1 04



size of200mmx200mm




con forming to IS



overall length 12 .00m

No 1.00

Labours






Total 2420.00


Grand Total 2783.00

Say 2783.00


Page No -263-

DISMANTLING OF PRE-STRESSED CONCRETE POLE (8.5 m)

101.05 Dismantling of Pre-Stressed Concrete Pole of length 8.5 metres.


Materials

1 1 05 Pre stressed Concrete Pole:

8.5m No

1.00

Labours






Total 1210.00


Grand Total 1391.50

Say 1392.00


Page No -264-

DISMANTLING OF PRE-STRESSED CONCRETE POLE (9.75 m)

101.06 Dismantling of Pre-Stressed Concrete Pole of length 9.75 metres.


Materials

1106 Pre stressed Concrete Pole:

9.75m No 1.00

Labours






Total 1430.00


Grand Total 1644.50

Say 1645.00


Page No -265-

DISMANTLING OF CROSS ARM

201.01 Dismantling of Horizontal Brackets with MS Angle Iron 40 mm X 40 mm X 6 mm

(3.5Kg per metre) for three phase five wires LT over head line (for SP- 17).


Materials

1403 M.S. Angle Iron 40x40x6

mm kg

5.89


Labours






Total 143.00


Grand Total 164.45

Say 164.00


Page No -266-


201.02 Dismantling of Rectangular Brackets with MS Angle Iron 40 mm X 40 mm X 6 mm

(3.5Kg per metre) for three phase five wires LT over head line (for SP-17).


Materials


mm kg

8.55


Labours






Total 165.00


Grand Total 189.75

Say 190.00


Page No -267-


201.03 Dismantling of Single sided LT bracket with MS Angle Iron 40 mm X 40 mm X 6

mm (3.5Kg per metre) for three phase five wires LT over head line (for SP-17).


Materials

1 403 M.S. Angle Iron 40x40x6

mm kg

8.96


Labours






Total 183.33


Grand Total 210.83

Say 211.00


Page No -268-


201.04 Dismantling of Horizontal bracket with MS Angle Iron 40 mm X 40 mm X 6 mm

(3.5Kg per metre) for Single phase three wires LT over head line (for SP-17).


Materials


mm kg

3.93


Labours






Total 132.00


Grand Total 151.80

Say 152.00


Page No -269-


201.05 Dismantling of Horizontal Brackets with MS Angle Iron 40 mm X 40 mm X 6 mm



Materials


mm kg

5.89


Labours






Total 143.00


Grand Total 164.45

Say 164.00


Page No -270-


201.06 Dismantling of Rectangular Brackets with MS Angle Iron 40 mm X 40 mm X 6 mm



Materials


mm kg

8.55


Labours






Total 164.00


Grand Total 188.60

Say 189.00


Page No -271-


201.07 Dismantling of Single sided LT bracket with MS Angle Iron 40 mm X 40 mm X 6

mm (3.5Kg per metre) for three phase five wires LT over head line (for SP-29).


Materials


mm kg

9.11


Labours






Total 183.33


Grand Total 210.83

Say 211.00


Page No -272-


201.08 Dismantling of Horizontal bracket with MS Angle Iron 40 mm X 40 mm X 6 mm

(3.5Kg per metre) for Single phase three wires LT over head line (for SP-29).


Materials


mm kg

3.93


Labours






Total 132.00


Grand Total 151.80

Say 152.00


Page No -273-


201.09 Dismantling of Horizontal Brackets with MS Angle Iron 40 mm X 40 mm X 6 mm (3.5

Kg per metre) for three phase five wires LT over head line (for Pre-Stressed Concrete

8.5 metres).


Materials


mm kg

5.89


Labours






Total 154.00


Grand Total 177.10

Say 177.00


Page No -274-


201.10 Dismantling of Rectangular Brackets with MS Angle Iron 40 mm X 40 mm X 6 mm (3.5

Kg per metre) for three phase five wires LT over head line conductors (for Pre-Stressed

Concrete 8.5 metres).


Materials


mm kg

8.55


Labours






Total 176.00


Grand Total 202.40

Say 202.00


Page No -275-


201.11 Dismantling of Single sided Brackets with MS Angle Iron 40 mm X 40 mm X 6 mm (3.5

Kg per metre) for three phase five wires LT over head line (for Pre-Stressed Concrete 8.5

metres).


Materials


mm kg

10.09


Labours






Total 220.00


Grand Total 253.00

Say 253.00


Page No -276-



Kg per metre) for single phase three wires LT over head line (for Pre-Stressed Concrete

8.5 metres).


Materials


mm kg

3.93


Labours






Total 132.00


Grand Total 151.80

Say 152.00


Page No -277-




9.75 metres).


Materials


mm kg

5.89


Labours






Total 154.00


Grand Total 177.10

Say 177.00


Page No -278-


201.14 Dismantling of Rectangular Brackets with MS Angle Iron 40 mm X 40 mm X 6 mm (3.5


9.75 metres).


Materials


mm kg

8.55


Labours






Total 176.00


Grand Total 202.40

Say 202.00


Page No -279-


201.15 Dismantling of Single sided Brackets with MS Angle Iron 40 mm X 40 mm X 6 mm (3.5


9.75 metres).


Materials


mm kg

10.33


Labours






Total 220.00


Grand Total 253.00

Say 253.00


Page No -280-



Kg per metre) for single phase three wires LT over head line (for Pre-Stressed Concrete

9.75 metres).


Materials


mm kg

3.93


Labours






Total 132.00


Grand Total 151.80

Say 152.00


Page No -28 1-


201.17 Dismantling of 2 nos. of MS Channel Iron 75 mm X 40 mm X 6 mm (7.14Kg per

metre) double pole cross arm for three wire 11 kV over head line conductors.


Materials

1401 M.S. Channel 75 x 40 x 6

mm kg

34.56



mm kg

45.94

Labours






Total 422.17


Grand Total 485.49

Say 485.00


Page No -282-





Materials

1 401 M.S. Channel 75 x 40 x 6

mm kg

44.61


Labours






Total 844.33


Grand Total 970.98

Say 971.00


Page No -283-



metre) triple pole cross arm for three wire 11 kV over head line conductors.


Materials

1 401 M.S. Channel 75 x 40 x 6

mm kg

1 33.83


Labours






Total 2,598.00



Say 2,988.00


Page No -284-



metre) four pole cross arm for three wire 11 kV over head line conductors.


Materials

1 401 M.S. Channel 75 x 40 x 6

mm kg

1 78.44


Labours






Total 2,912.33

Add 15% for overhead & Profit (overhead-5% & profit-10%) 436.85


Say 3,349.00


Page No -285-





Materials

1402 M.S. Channel 100 x 50 x 6

mm kg

65.41



mm kg

57.12

Labours






Total 510.17


Grand Total 586.69

Say 587.00


Page No -286-





Materials

1402 M.S. Channel 100 x 50 x 6

mm kg 78.975


Labours






Total 888.33



Say 1,022.00


Page No -287-



metre) triple pole cross arm for three wire 33 kV over head line conductors (for SP-

35).


Materials

1402 M.S. Channel 100 x 50 x 6

mm kg

236.93


Labours






Total 2,950.00



Say 3,393.00


Page No -288-



metre) four pole cross arm for three wire 33 kV over head line conductors (for SP-

35).


Materials

1402 M.S. Channel 100 x 50 x 6

mm kg

315.90


Labours






Total 3,381.67



Say 3,889.00


Page No -289-

DISMANTLING OF COMPLETE SET OF SHACKLE INSULATOR (Pin Type, 1 3 wire)

301.01 Dismantling of shackle insulator for LT over head lines (1 ph 3 wire).

Sl.

No. Description Unit Qty.

Materials

1 806



IS : 1445 (1977) or any


No 3.00

Labours






Total 16.13


Grand Total 18.55

Say 19.00


Page No -290-

DISMANTLING OF COMPLETE SET OF SHACKLE INSULATOR (STRAP TYPE, 1ph

3 wire)

301.02 Dismantling of shackle insulator (strap type) for LT over head lines (1ph

3 wire).

Sl.


Materials

1 806



IS : 1445 (1977) or any


No 6.00


Shackle Insulator Pair 3.00

Labours






Total 16.13


Grand Total 18.55

Say 19.00


Page No -29 1-

DISMANTLING OF COMPLETE SET OF SHACKLE INSULATOR (Pin Type, 3ph 5

wire)

301.03 Dismantling of shackle insulator for LT over head lines (3ph 5 wire).

Sl.


Materials

1 806



IS : 1445 (1977) or any


No 5.00

Labours






Total 16.13


Grand Total 18.55

Say 19.00


Page No -292-

DISMANTLING OF COMPLETE SET OF SHACKLE INSULATOR (STRAP TYPE, 3ph

5 wire)

301.04 Dismantling of shackle insulator (strap type) for LT over head lines (3ph 5

wire).

Sl.


Materials

1 806



IS : 1445 (1977) or any


No 10.00


Shackle Insulator Pair 5.00

Labours






Total 16.13


Grand Total 18.55

Say 19.00


Page No -293-

DISMANTLING OF PIN INSULATOR (11kV)

301.05 Dismantling of pin insulator for 11 kV over head lines with galvanised pin, nuts,


Sl.


Materials

1805



2486 (1989), IS : 2544 (1973), IS

: 5350 (1973) or any


Set 3.00

Labours






Total 40.33


Grand Total 46.38

Say 46.00


Page No -294-

DISMANTLING OF DISC INSULATOR (11kV)

301.06 Dismantling of disc insulator, 45 kN (2 nos. as a set) for 11 kV over head

lines with insulator Dismantlings, ball and socket type and complete with

aluminium alloy tension clamps, bolts, nuts, washers etc as directed by the

engineer in charge.

Sl.


Materials

1801

Porcelain Disc Insulator, 45

kN, conforming IS : 731 (1971),

IS : 2486 (1989), IS : 2544

(1973), IS : 5350 (1973) or any


No 2.00

2002




washer (Weasel)

No 1.00

Labours






Total 159.55


Grand Total 183.48

Say 183.00


Page No -295-

DISMANTLING OF PIN INSULATOR (33kV)

301.07 Dismantling of pin insulator for 33 kV over head lines with galvanised pin, nuts,


Sl.


Materials

1804



2486 (1989), IS : 2544 (1973), IS

: 5350 (1973) or any


Set 3.00

Labours






Total 48.89


Grand Total 56.22

Say 56.00


Page No -296-

DISMANTLING OF DISC INSULATOR (33kV)

301.08 Dismantling of disc insulator, 70 kN (3 nos. as a set) for 33 kV over head

lines with insulator Dismantlings, ball and socket type and complete with

aluminium alloy tension clamps, bolts, nuts, washers etc as directed by the

engineer in charge.

Sl.


Materials

1802

Porcelain Disc Insulator, 70

kN, conforming IS : 731 (1971),

IS : 2486 (1989), IS : 2544

(1973), IS : 5350 (1973) or any


No 3.00

2001




washer (Racoon)

No 1.00

Labours






Total 174.78


Grand Total 201.00

Say 201.00


Page No -297-

Dismantling of LT Stay Set

401.01 Dismantling of galvanised stay set for LT over head lines complete with 16 mm rod

dia. with plate 30x30x0.8 cm as directed by the engineer in charge.

Sl.


Materials

1901

G.I. Stay Set complete 16 mm

rod dia. with plate 30x30x0.8

cm conforming to IS : 7887

(1992) or any amendments up

to date.

Set 1.000

1905

Stay wire 7/14 SWG

conforming to IS : 2141 (1979),

IS : 4826 (1979), IS : 6594


to date.

kg 1.673

1811

LT Guy insulator (90x65mm)

conforming to IS : 5300 (1969) or

any amendments up to date.

No 1.000

Labours






Total 205.33


Grand Total 236.13

Say 236.00


Page No -298-

Dismantling of 11 kV Stay Set

401.02 Dismantling of galvanised stay set for 11 kV over head lines complete with

19 mm rod dia. with plate 30x30x0.8 cm, 7/12 SWG G.I. stay wire, 11kV

guy insulator (140x85mm) and stay bow as directed by the engineer in

charge.

Sl.


Materials

1902

G.I. Stay set complete 19 mm




to date.

Set 1

1904

Stay wire 7/12 SWG


IS : 4826 (1979), IS : 6594


to date.

kg 2.90


(140x85mm) conforming to IS :

5300 (1969) or any


No

1

Labours






Total 227.33


Grand Total 261.43

Say 261.00


Page No -299-

Dismantling of 33 kV Stay Set

401.03 Dismantling of galvanised stay set for 33 kV over head lines complete with

19 mm rod dia. with plate 40x40x0.8 cm ,7/10 SWG G.I. stay wire ,33kV

guy insulator (140x85mm) and stay bow as directed by the engineer in

charge.

Sl.


Materials

1903

G.I. Stay set complete 19 mm




to date.

Set 1

1907

Stay wire 7/10 SWG


IS : 4826 (1979), IS : 6594


to date.

kg 5.42

1 81 0

33kV Guy insulator

(1 40x85mm) conforming to IS :

5300 (1969) or any


No 1

Labours






Total 271.33


Grand Total 312.03

Say 312.00


Page No -300-

DISMANTLING OF LT LINE

501.01 Dismantling of conductor, jumpering of LT line per conductor per meter using

Gnat conductors as directed by the engineer in charge.

Sl.


Materials

1202

Hard drawn standard


conforming to IS 398(Part-I)

with amendment No. 1, 2 and

3 or the latest version thereof

bearing ISI mark :Conductor

AAC,7/2.91 mm Gnat

Km 0.053

2005 P.G. Clamp for Gnat conductor

(2 bolted type) No 2.00

Labours






Total 223.67


Grand Total 257.22

Say 257.00

Running Metre Cost

Say 5.00


Page No -301-

5.14


501.02 Dismantling of conductor, jumpering of LT line per single conductor per meter

using Ant conductors with jungle clearance, as directed by the engineer in

charge.

Sl.


Materials

1201

Hard drawn standard





bearing ISI mark :Conductor

AAC,7/3.10 mm Ant

Km 0.053

2004 P.G. Clamp for Ant conductor

(2 bolted type) No 2

Labours






Total 267.67


Grand Total 307.82

Say 308.00

Running Metre Cost

Say 6.00


Page No -302-

6.16


501.03 Dismantling of conductor, jumpering of LT line per single conductor per meter

using Grasshopper conductors with jungle clearance, as directed by the engineer

in charge.

Sl.


Materials

1203

Hard drawn standard





bearing ISI mark :Conductor,

AAC,7/3.9 1 mm Grasshopper

Km 0.053

2003 P.G. Clamp for Grasshopper

conductor (3 bolted type) No 2

Labours






Total 311.67


Grand Total 358.42

Say 358.00

Running Metre Cost

Say 7.00


Page No -303-

7.16

DISMANTLING OF 11 kV LINE

501.04 Dismantling of conductor, jumpering of 1 1kV line per circuit meter using Weasel

conductors with jungle clearance, as directed by the engineer in charge.

Sl.


Materials

1205

Hard drawn standard


galvanized steelwire reinforced

conforming to IS 398(Part-II)

with amendment No. 1, 2 and 3


bearing ISI mark :ACSR

6/1/2.59mm Weasel.

KM 0.378

2006 P.G. Clamp for Weasel


2008 Jointing Sleeve for Weasel

conductor No 6

Labours






Total 1,540.00



Say 1,771.00

Say 15.00


Running Metre Cost

14.76

Page No -304-

DISMANTLING OF 33 kV LINE

501.05 Dismantling of conductor, jumpering of 33kV line per circuit meter using Racoon

conductors with jungle clearance, as directed by the engineer in charge.

Sl.


Materials

1 204

Hard drawn standard


galvanized steelwire reinforced

conforming to IS 398(Part-II)

with amendment No. 1, 2 and 3


bearing ISI mark :ACSR 6/1/4

mm Racoon

Km 0.44 1

2007 P.G. Clamp for Racoon


2009 Jointing Sleeve for Racoon

conductor No 10

Labours






Total 1,980.00



Say 2,277.00

Say 16.00


Running Metre Cost

16.26

Page No -305-

Labour Analysis

Sl.No. Description Skilled-I Skilled-II Semi-Skill Unskilled Output per Day Day

1. Carriage of conductor up

to motorable site.

380 310 250 220.00 8.00 2 0.50

2 Dismantling of conductor and clamp.

10.00 2 0.50

Total Day Requirement 0.00 0.00 0.00 9.00

0 0 0 1,980.00 1980.00

APPROXIMATE WEIGHT OF MATERIALS

Sl. No. Name of Materials Unit Weight per unit (kg)

1 33kV Circuit Breaker no. 750.00

2 33kV Current Transformer no. 200.00

3 33kV Potential Transformer no. 200.00

4 33kV Isolator no. 200.00

5 33kV Surge Arrestor no. 150.00

6 33kV Control&Relay Panel no. 300.00

7 11kV Indoor Switchboard Panel no. 800.00

8 6.3MVA Power Transformer no. 13,500.00



Note: The above indicated weights are approximate and shall vary depending upon the

manufacturers

Page No -306-

Page No -307-

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