Doubling of Track between Furkating (331.138 km) (excluding) and Selenghat stations (including) up to km 394.30 (63.162km) including Electrification and Signalling works in connection with Furkating - New Tinsukia doubling project of Northeast Frontier Railway in the state of Assam on EPC mode

G1A-Annexure-I and Annexure-II : Execution of USSOR-2021 Items of

G1A-Annexure-III : Execution of NS Items for Civil Works 2001373.20 Below/P

G1B-Annexure-IV, Annexure-V and Annexure-VI For Utility Shifting

Item- 1 Annexure-I and any other items of USSOR-2021 required for Successful completion of Work

S No. Item Description of Item Unit Qty Rate Amount

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Earthwork in filling in embankment,

guide bunds, around buried type

abutments, bridge gaps, trolley

refuges, platforms etc. with

contractor's own earth conforming to

Soil Quality Class SQ1/SQ2/SQ3, after

preparation of foundations as

applicable, benching in existing

banks wherever required, spreading

in layers with motor grader, bringing

the moisture content to OMC,

mechanical compaction to specified

density and dressing of bank to final

profile as per RDSO Specifications:

RDSO/2020/GE: IRS-0004 with latest

correction slips. Note: 1) Foundation

preparation, Benching including

additional earthwork on account of

this, wherever required, shall be paid

extra under relevant schedule item

for benching. 2) Payment for

Earthwork under this item shall be

made based on the cross section

measurements calculated (i) with

original ground profile of existing

bank based on initial ground levels

before doing benching and (ii) final

profile of the bank worked out with

final levels as per prevailing

piles side by side in all kinds of soil

mechanically or manually as per

approved drawing with contractor's

own arrangement complete in all

respects and removal of sheet piles

after completion of the work as

directed by engineer in-charge Note:

Payment will be made as per actual

driven length of pile.

Earthwork in excavation by

mechanical means (Hydraulic

Excavator)/Manual Means for

foundations and floors of the bridges,

retaining walls etc. including setting

out, dressing of sides, ramming of

bottom, getting out the excavated

material, back filling in layers with

approved material and consolidation

of the layers by ramming and

watering etc. including all lift,

disposal of surplus soil up to a lead of

300m, all types of shoring and

strutting with all labour and material

complete as per drawing and

technical specification as directed by

Engineer in charge. Note: This item

will be used for excavation work in

connection with other miscellaneous

works also like side drains,

foundation for OHE masts and other

miscellaneous structures in

connection with Gauge Conversion,

Doubling, New lines.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

4 022060 Providing and laying Plain Cement cum 1150.00 4157.89 4781573.50

Concrete 1:3:6 with graded stone

aggregate of 40mm nominal size, in

foundation and floors, retaining walls

of bridges including mechanical

mixing, vibrating, pumping and

bailing out water where ever

required with all materials and labour

complete but excluding the cost of

cement and shuttering as per

drawings and technical specifications

as directed by Engineer.

Boring, providing and installation of

bored cast in-situ Reinforced Cement

Concrete piles of specified diameter

and length below pile cap of

specified grade with Design Mix

Cement Concrete, using 20mm

graded crushed stone aggregate and

coarse sand of approved quality, to

carry a safe working load not less

than specified, concreting by

machine batching, machine mixing,

scaffolding, using Admixture in

approved proportion (as per

IS:9103), placing with tremie pipe,

chipping off of pile top to remove

laitance concrete above cut off level

etc., pumping and bailing out water,

by percussion drilling using Direct

Mud Circulation (DMC) or Bailor and

Chisel technique by tripod and

mechanical Winch machine,

complete in all respect as per

approved drawing, specification and

direction of the Engineer in charge.

Note: 1. Payment for only cement,

reinforcement and permanent casing

pipe (if any ) shall be made extra. 2.

Length of the pile for payment shall

be measured up to the bottom of

RCC pile cap. 3. Plasticiser shall

invariably be used in approved

proportion to increase workability

with minimum possible quantity of

cement for all grade of Design Mix

Concrete unless it is specifically

approved citing reasons for not using

plasticiser at the stage of Mix Design

a n d in that case deduction shall be

made as per relevant item.

6 022100 Providing, fabricating and installing MT 1231.38 139982.15 172371219.87

permanent casing pipe for bored

piles for all diameters with specified

thickness of steel plate including all

labour, materials, tools & complete

as per approved drawing &

specifications complete in all respect

as per the direction of Engineer in

charge. Note: Payment shall be made

as per the weight of circular plate of

casing pipe only.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Conducting load test of a single pile

up to specified capacity in

accordance with IS:2911 (Part-IV)

including installation of loading

platform and preparation of pile head

or construction of test cap and

dismantling of test cap after test etc.

with all labour, material, tool &

plants, equipment, machinery, etc.

complete as per drawing and

specification, as directed by the

7 022123 Initial load test above 100 ton and up Each 15.00 107831.59 1617473.85

to 250 T capacity pile

8 022124 Extra for every increase of 50 ton in Each 24.00 5766.50 138396.00

pile capacity or part thereof over 250

capacity up to 100 ton capacity pile

Lateral load testing of single pile in

accordance with "IS Code of practice

IS:2911 (Part-IV) for determining safe

allowable lateral load of pile" with all

labour, material, tool & plants,

equipment, machinery, etc complete

as per drawing and specification as

directed by the Engineer.

10 022131 Piles with lateral load capacity of up Each 24.00 24337.71 584105.04

11 022132 Piles with lateral load capacity of Each 24.00 34092.66 818223.84

above 50 ton and up to 100 ton

batched, machine mixed and

machine vibrated Cement Concrete

of specified grade as per approved

Design Mix, mixed in Mobile Concrete

Batching/Mixing Plant at site or RMC

from approved plants, (Cast in-

Situ/Pre-cast) in bottom/top slab, side

walls, toe wall and sumps haunch

filling head walls, thrust bed or any

other component using 20mm

graded crushed stone aggregate and

coarse sand of approved quality of

RCC box of any size including

finishing, Plasticiser in approved

proportions (as per IS:9103), to

modify workability without impairing

strength and durability, complete as

per drawings and technical

specifications as directed by

Engineer in charge. Note: 1. Payment

for cement, reinforcement and

shuttering shall be made extra under

relevant item. 2. Plasticiser shall

invariably be used in approved

proportion to increase workability

with minimum possible quantity of

cement for all grade of Design Mix

Concrete unless it is specifically

approved citing reasons at the stage

of Mix Design and in that case

deduction shall be made as per

Centering and shuttering including

strutting, propping etc. and removal

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

e.g. pier, abutment, wing wall,

retaining wall, RCC box type

foundations, Abutment cap, Pier Cap,

Inspection Platform & Pedestal over

Pier cap, Fender wall, Diaphragm wall

etc. up to 5m above ground level

Supply and using Cement at Worksite

of approved brands/makes

Supply of steel reinforcement of

approved brands/makes for R.C.C.

work including straightening, cutting,

bending, placing in position and

binding all complete.

15 025082 Thermo-Mechanically Treated bars of Kg 3582374.52 113.67 407208511.69

grade Fe-500D or more of approved

16 051020 Laying of boulder apron laid in wire cum 2200.00 743.37 1635414.00

crates of approved size including

overlaps at joints, laid with stone

boulders, all loose ends to be tied

with 4mm galvanised steel wire.

Payment for boulders & wire crates

to be done extra.

17 051030 Supplying of stone boulders weighing cum 2200.00 1770.51 3895122.00

not less than 35 kg each at specified

bridge locations.

Galvanized Wire Net Trungers made

from 4mm galvanised steel wire @

32 kg/10sqm having minimum

tensile strength of 300 Mpa

conforming to IS:280 and galvanizing

coating conforming to IS:4826,

woven into mesh with double twist,

mesh size not exceeding 100mm x

including consolidation, supply of all

materials, labour, lead, lift, tools,

plants, crossing of tracks as per

drawing and technical specification

as directed by the Engineer in charge

in case loose slush is encountered at

site of foundation before casting the

foundation or laying the filtering

20 052150 Providing and laying of filter media cum 1978.20 2807.07 5552945.87

consisting of granular materials of

GW, GP, SW groups as per IS:1498

(latest) in required profile behind

boulder filling of abutments, wing

walls / return walls etc. above bed

level with all labour and material

complete job as per drawing and

technical specification of RDSO

Annexure-II (Transportation of P-Way and other materials) and any other items of USSOR-2021

required for Successful completion of Work

S No. Item Description of Item Unit Qty Rate Amount

Loading of rails of any section and

length up to 1 3 metres in Wagons /

Truck / trailer including lead up to 50

metres and lift up to 5 metres.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

1 171014 In Wagon where mechanical handling MT 8400.00 172.62 1450008.00

is possible a n d traffic block is not

required or in Truck/trailer.

Loading of tongue rail, stock rail,

switch assembly and crossings of any

section and length, SEJ, Glued joint

etc. with / without P.Way fittings and

fastenings, in Wagon / Truck / trailer

including lead up to 250 metre and

lift up to 5 metre.

2 171024 In Wagon where mechanical handling MT 8400.00 167.61 1407924.00

is possible a n d traffic block is not

required or in Truck/trailer.

Loading, leading and unloading of

52Kg / 60Kg rail up to 13 metre

length by Railway's Rail Dolly / Dip

Lorry to the nominated location

under traffic with line protection in

case road carriage is not possible

with different lead with a lift up to 5

metre during block period.

beyond 1 Km for every subsequent

Km or part thereof and up to 10 Km

with contractor's Rail Dolly / Dip

Unloading of rails of any section and

length up to 13 metre, in neat

manner for Railway usage from

departmental material train (DMT) or

contractor's / Railway's Truck/trailer

including lead up to 50 metre, lift up

to 5 metre and stacking in prescribed

7 171051 From wagons during period of traffic MT 7991.06 198.68 1587663.80

block where handling by mechanical

means is not possible

handling is possible and traffic block

is not required or in Truck / trailer.

Unloading of all type of rails of length

130 metre and beyond from end

unloading rake and keep the panels

in head-up position at specified

distance from centre of track clear

from any infringement.. Note:

Contractor has to keep Oxygen and

Acetylene gas with cutter as standby

during the period of work.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Loading of 52kg / 60kg PSC normal

line and special sleepers up to 2.75

metre length in Depot / Station / Mid-

section between stations in a neat

manner to departmental material

train (DMT) or contractor's /

Railway's Truck/Trailer with crane or

any other means including crossing

of one track with free lead up to 250

metre and lift up to 5 metre, if

required with contractor's labour,

tools & plants, machinery,

consumables etc. Note: In case of

any damage to sleeper during

loading, penalty @ 50% of the all

inclusive cost of sleeper shall be

10 172014 In Wagon where mechanical handling MT 42441.50 138.10 5861171.15

is possible a n d traffic block is not

required or in Truck / trailer

Loading of 52kg / 60kg PSC line and

special sleepers beyond 2.75 metre

length including existing fittings and

fastenings in Depot / Station / Mid-

section between stations in a neat

manner to departmental material

train (DMT) or contractor's /

Railway's Truck/trailer with crane or

any other means including crossing

of one track with free lead up to 250

metre and lift up to 5 metre, if

required with contractor's labour,

tools & plants, machinery,

consumables etc. Note: In case of

any damage to sleeper during

loading, penalty @ 50% of the all

inclusive cost of sleeper shall be

mechanical handling is possible and

traffic block is not required.

Loading, leading and unloading of

PSC Sleepers of 52Kg / 60Kg by

Railway's Rail Dolly/ Dip Lorry to the

nominated location under traffic in

case road carriage is not possible for

different leads and lift up to 5

beyond 1 Km for every subsequent

Km or part thereof and up to 10 Km

with contractor's Rail Dolly/Dip Lorry.

Loading, leading and unloading of all

types of P.Way fittings and all other

miscellaneous material except Rails,

sleepers, switches, crossings, SEJs

and Glued Joints by road vehicles for

different leads. Note: Lead shall be

the shortest motorable road length

between the points of loading and

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Transportation of Rails, sleepers,

switches, crossings, SEJs and Glued

Joints by road vehicles for different

leads. Note: 1 . Lead shall be the

shortest motorable road length

between the points of loading and

unloading. 2. Loading and unloading

shall be paid extra under relevant

Unloading of 52kg / 60kg PSC line

and special sleepers up to 2.75 metre

length in Depot / Station / Mid-section

between stations in neat manner for

Railway usage from departmental

material train (DMT) or contractor's /

Railway's Truck/Trailer with crane or

any other means including crossing

of one track and lead up to 250

metre & lift up to 5 metre with

contractor's labour, tools & plants,

machinery, consumables etc. Note:

In case of any damage to sleeper

during loading, penalty @ 50% of the

all inclusive cost of sleeper shall be

Unloading of 52kg / 60kg PSC special

sleepers beyond 2.75 metre length in

Depot / Station / Mid-section between

stations in neat manner for Railway

usage from departmental material

train (DMT) or contractor's /

Railway's Truck/Trailer with crane or

any other means including crossing

of one track and lead up to 50 metre

& lift up to 5 metre with contractor's

labour, tools & plants, machinery,

consumables etc. Note: In case of

any damage to sleeper during

loading, penalty @ 50% of the all

inclusive cost of sleeper shall be

Unloading of Switches / Crossings /

SEJ Rails / Glued Joints of any rail

section and length with or without

P.Way fittings & fastenings in neat

manner for Railway usage from

departmental material train (DMT) or

contractor's / Railway's Truck/Trailer

with lead up to 250 metre & lift up to

Schedule Schedule G1A-Annexure-III : Execution of NS Items for Civil Works

Item- 1 Annexure-III NS Items for Civil Works

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

S No. Item Description of Item Unit Qty Rate Amount

Conducting pile/well integrity test

with cross hole (two diametrically

opposite longitudinal holes along the

pile staff) ultra sonic monitoring

(CHUM) method in Cast in situ

boared piles of by approved

specialized agencies having

necessary experience &

expertise.The rate shall include

hiring of Trained Professional &

equipment,on-site testing of

piles,transportation,analysis of data

recorded during test,preparation &

submission of report. The rate shall

include cost of

labour,consumables,transport,hiring

charges,taxes etc complete.

Schedule G1B-Annexure-IV, Annexure-V and Annexure-VI For Utility Shifting Works(Signalling,

Telecommunication and Civil)

Item- 1 Annexure-IV For Utility Shifting Works(Signalling)

S No. Item Description of Item Unit Qty Rate Amount

2 2 Termination of signalling cable/wire Each 3500.00 11.46 40110.00

3 3 Supply of a set of complete Earthing Set 9.00 58644.70 527802.30

and Bonding system as per RDSO

Specification No.

RDSO/SPN/197/2016 Ver.1.0 or latest

consisting of single earth pit, mainly

consisting of Copper bonded Steel

earth electrode of minimum 3.0

meter length, 17 mm diameter with

copper strip of 150 mm x 25 mm x 6

mm exothermically welded to earth

electrode as per drawing No.

SDO/RDSO/E&B/001 or latest, with

set of stainless steel nut & bolts for

earth cable connection and Earth

enhancement compound of RDSO

approved brand supplied in sealed

bag of minimum 10kg-3 Nos.

4 4 Supply of Power wire (Copper, Multi Kilometre 1.00 170311.99 170311.99

strand) PVC insulated unsheathed

single core bright annealed bare

copper conductor flexible cable for

voltage grade up to 1100V

conforming to IS 2465/1984 &

IS:694/1990 or latest - Size 16

5 5 Supply of Power wire (Copper, Multi Kilometre 1.00 128691.19 128691.19

strand) PVC insulated unsheathed

single core bright annealed bare

copper conductor flexible cable for

voltage grade up to 1100V

conforming to IS 2465/1984 &

IS:694/1990 or latest - Size 10

6 6 Supply of Power wire (Copper, Multi Kilometre 1.00 65488.09 65488.09

strand) PVC insulated unsheathed

single core bright annealed bare

copper conductor flexible cable for

voltage grade up to 1100V

conforming to IS 2465/1984 &

IS:694/1990 or latest - Size 6 Sq.mm

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

flexible single core indoor wire to

IRS:S-76/89, PVC coated in different

colours as per site requirement and

to be supplied in coils of 100 meters.

(Per Unit means Coil of 100 Mtr).

8 8 Supply of (NDT) Non Deteriorating Numbers 40.00 125.93 5037.20

type low voltage cylindrical head

cartridge fuse 2A along with base as

per Specification No IRS/S/78/92 with

latest amendments along with PPTC

terminal block 6 Way, PBT, as per

IRS:S-75/2006 Rev.2.0 and Drg.

No.SA-23756 or latest.

10 10 Supply of Disconnect Terminal block Numbers 5000.00 179.78 898900.00

for Four conductor with screw less

Cage Clamp type/sliding switch

disconnect as per RDSO Specification

No. RDSO/SPN/189/2004 version 1.2

or latest, for each conductor size up

to 2.5 sq. mm. Equivalent of M6

Terminals. Each Terminal block

equipped with two markers on top

and bottom, an end plate, 2 end

clamps & adequate length rails for

fitting terminal blocks.

11 11 Underground signalling cables to IRS Metre 10000.00 87.50 875000.00

spec. no S- 63/89: - 2 core x 25.

sq.mm.(Aluminium)

12 12 Underground signalling cables to IRS Metre 10000.00 90.49 904900.00

spec. no S- 63/89: - 2 core x 2.5.

13 13 Underground signalling cables to IRS Metre 50000.00 209.31 10465500.00

spec. no S- 63/89: - 12 core x 1.5

14 14 Underground signalling cables to IRS Kilometre 5.00 240711.00 1203555.00

spec. no S- 63/89: - 6 quad 0.9mm

telecom UG copper cable

15 15 Colour light signal complete with Numbers 20.00 29616.71 592334.20

post, ladder to drg.

no.SA23153(ADV)ALT-1, Base to

Drg.no.S/2011/M (IRS), protective

mesh, hood, lock and Signal

Maintenance Platform etc. but

without lamp, holder, lenses, CLS

transformer, Electric Lamp filament

Switching Unit for triple pole signal

lamp - With 3 aspect CLS unit to

RDSO Drg. no. SA-23002A/M(Adv)

FRP type without CLS transformer,

Lens, lamps , ELSUs etc.

16 16 Colour light signal complete with Numbers 25.00 24875.40 621885.00

post, ladder to drg.

no.SA23153(ADV)ALT-1, Base to

Drg.no.S/2011/M (IRS), protective

mesh, hood, lock and Signal

Maintenance Platform etc. but

without lamp, holder, lenses, CLS

transformer, Electric Lamp filament

Switching Unit for triple pole signal

lamp - With 2 aspect CLS unit to

RDSO Drg. no. SA-23002A/M(Adv)

FRP type without CLS transformer,

Lens, lamps , ELSUs etc.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

17 17 Supply of Colour light signal Numbers 2.00 25418.39 50836.78

complete as per TS (a)With 4 aspect

CLS unit FRP TYPE to RDSO Drg. no.

RDSO/SPN/194/2006 without CLS

transformers, lenses, lamps, lamp

holders and ELSUs.

18 18 Supply of FRP Route indicator Numbers 10.00 25638.80 256388.00

junction direction 5 Lamps type with

arm complete but without Lens &

Lamps as per RDSO specification No.

RDSO/SPN/194/2006. (a) 1 way route

19 19 Supply of FRP Direction type route Numbers 2.00 39048.71 78097.42

indicator, 2 way as per IRS: S-66/84

or latest to RDSO's Drg. No.SA-

23402(Adv) Alt-4, complete with

fixing arrangement, brackets, hoods

and terminals but without lamps,

lamp holders and lenses.

20 20 Supply of 4.6 mtr. Post with base, Numbers 15.00 13905.05 208575.75

ladder, ladder base, platform, Anchor

bolt with nuts & washers for CLS unit

to RDSO Drg. no. SA-23002A/M (Adv)

21 21 Supply of 3.6 mtr. Post with base, Numbers 15.00 12366.16 185492.40

ladder. Ladder base, platform,

Anchor bolt with nuts & washers for

CLS unit to RDSO Drg. no. SA-

23002A/M (Adv) without unit.

22 22 Supply of Shunt signal position light Numbers 8.00 15145.32 121162.56

type to Drg. No. SA-23840(Adv) Alt-2

for independent type complete with

signal unit, bracket, Post as per IRS-S

6 - 81 or latest having 4.5 mm

thickness & minimum 1m length,

surface base, terminals etc. but

without lenses, lamps and lamp

23 23 Supply of Shunt signal position light Numbers 10.00 8358.77 83587.70

type to Drg. No. SA-23840(Adv) Alt-2

for dependent type complete with

signal unit, bracket, terminals etc.

but without lenses, lamps and lamp

24 24 Supply of Offset bracket for colour Numbers 10.00 1471.77 14717.70

light signal with fixing U clamps &

nuts etc. (Main Signal)

25 25 Supply of Off set bracket for colour Numbers 16.00 1176.40 18822.40

light signal with fixing U clamps &

nuts etc. (Shunt /Co-On)

26 26 Calling-On signal unit FRP type - Numbers 6.00 9121.20 54727.20

complete with fixing clamps,

terminals etc - as per

RDSO/SPN/194/2006 or latest - but

without lamp, lamp holder and lens -

Fixing arrangement shall be as per

RDSO drawing SA-24352 (Adv) or

27 27 Apparatus case (Full) made of 10 Numbers 30.00 15124.58 453737.40

SWG sheets with miniature E -Type

Locks of same wards as that

available on existing location box of

station without keys as per spec. No

IRS S 30/64 & RDSO Drg. No. SA

3376 with latest amendments and as

per Technical Specifications..

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

28 28 Apparatus case half made of 10 SWG Numbers 4.00 5752.85 23011.40

as per Drg. No. N.E Rly SW/47/68

alongwith E type lock for ward

29 29 Supply of AC immunised plug in type Numbers 20.00 3510.50 70210.00

QNA1 DC neutral line relay,24V,8F.8B

30 30 Supply of AC immunised plug in type Numbers 20.00 2732.80 54656.00

QNA1 DC neutral line

relay,24V,12F.4B contact.

31 31 Supply of Relay, AC Immune, plug-in- Numbers 30.00 3953.34 118600.20

type, Style 'QTA-2'/QBAT, DC neutral

track, 9 Ohms, 2F-1B contacts, front

and back contacts metal to carbon,

complete with plug-board, retaining

clip and connectors conforming as

per BRS - 939 A, BRS: 966 , IRS:S:34

& IRS:S:23 or latest.

32 32 Relay, Point Contactor Unit, 24V DC, Numbers 10.00 30843.50 308435.00

plug-in type complete with base

plate as per spen no. IRS-S-46, IRS-

33 33 Supply and Installation of board for Square 200.00 594.55 118910.00

termination i.e Hylum Sheet of Foot

MINIMUM 10 mm thickness having

minimum grade P2 for main/tail cable

including supply of terminal board as

(Capacity 10 A) to work on 110 V AC

for charging 1/2/3/4 lead acid cell of

80 AH use in track circuit as per

IRS:S: 89/2013 Rev 1.0 or latest.

35 35 Supply of Low maintenance lead acid Numbers 90.00 2996.28 269665.20

stationary secondary cell as per

specification no. IRS:S-88/04 Rev.1 or

latest amendment, with hard rubber

container for use of Railway signaling

and Telecommunication application.

(i) 2 volt.80 AH

36 36 Supply of Track feed resistance as Numbers 30.00 632.71 18981.30

per SA 20166/M PBT base to Drg. No.

37 37 Supply of B type choke as per RDSO Numbers 60.00 4095.64 245738.40

specification No. IRS:S-65/83(Amendt

39 39 Channel bond pin single groove to Numbers 4000.00 2.73 10920.00

suit 9/32 inch hole

40 40 Supply of Track lead junction box FRP Numbers 100.00 3040.37 304037.00

type with mounting stump fitted with

2-way ARA terminal.

(RDSO/SPN/151/1997 or latest)

41 41 Universal AC Red main signal with Numbers 40.00 8752.06 350082.40

LED aspect, current regulator and

health monitor alarm unit.

42 42 Universal AC Yellow main signal with Numbers 40.00 8862.19 354487.60

LED aspect, current regulator and

health monitor alarm unit.

43 43 Universal AC Green main signal with Numbers 30.00 9819.57 294587.10

LED aspect, current regulator and

health monitor alarm unit.

44 44 LED Route Aspect with in-built Numbers 30.00 5606.18 168185.40

current regulator

45 45 LED Shunt Aspect with in-built Numbers 30.00 5966.87 179006.10

current regulator

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

46 46 LED Calling-on Aspect with in-built Numbers 6.00 7040.27 42241.62

current regulator

47 47 Electric point machine, 110v DC low Numbers 5.00 78641.62 393208.10

t h r u s t complete with cable

termination block, lock and detector

slides to IRS -S-24/2000.

48 48 Electric Point Machine - Clamp Type, Numbers 5.00 164436.97 822184.85

220mm throw, Clamp Point Lock for

60Kg Thick Web Switch with Rev. 2.0

as per IRS Spec No IRS:S:24/2002 or

latest and - to operate on 110V DC -

complete with lock and detector

slides - suitable for 25KV RE

complete set for 143 mm stroke,

Rotary Locking Point Machine,

suitable to the point layout of 60 Kg. /

52 Kg / 90R Rails as per yard layout

for BG/MG and for all make of the

Point Machines as specified by

Engineer-in-charge.

50 50 Ground connection Threaded Type - Set 5.00 5736.70 28683.50

suitable for Clamp type Point

Machine - complete set for 220 mm

stroke, Clamp Type Point Machine,

suitable to point layout of 60 Kg / 52

Kg Rail as per yard layout for BG - for

all make of Point Machines - as per

instructions of Engineer-in-charge

51 51 Supply of Points gauge tie plate Set 10.00 291.91 2919.10

insulation complete set as per CSTE's

Drg. No. SK/85/25 complete with nut

52 52 Supply of Point's William stretcher Set 10.00 88.06 880.60

bar insulation complete set as per

CSTE's Drg. No. SK/81/05 with latest

amendments complete with nut bolts

connection insulation complete set

including for D Bracket and "L"

bracket insulation as per IRS:S:40/84

54 54 POINT: Fixing of Electrical Point Numbers 10.00 9000.32 90003.20

Machine on the extended sleepers at

points as per std. practice with

contractor's long fixing bolts, nuts

and as per RDSO Drg No. SA 9151-52

or 9710 or 9161 as per section of

rails used, fixing ground connections

& insulations, wiring inside the point

machine with contractor's wiring

material, supply and fixing of GI

pipes (Gland pipe) with flange for

taking cable into point machine,

termination of tail cable in point

machine and junction boxes,

adjusting opening of the switches

and adjusting the point machine with

crank handle including all smithy &

fitting works required at site for

complete installation and fitting

insulation for Gauge Tie Plate &

William Stretcher Bar etc., the

complete work of Electric point

machine Installation as per Technical

specifications.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

55 55 Supply of G.I. pipe with thread collars Metre 162.00 759.63 123060.06

of 100mm nominal bore,

specification No.IS-1239 medium

grade ,to be perforated after supply

for required length as per technical

corrugated(DWC)

electrex/telerex/optirex or similar as

per IS 14930 part II and technical

specifications, along with

socket/coupler and T joints wherever

required, for underground

power/signalling/telecommunication

cable protection. - HDPE/DWC pipe,

outer dia200mm/inner dia174mm

corrugated(DWC)

electrex/telerex/optirex or similar as

per IS 14930 part II and technical

specifications, along with

socket/coupler and T joints wherever

required, for underground

power/signalling/telecommunication

cable protection. - HDPE/DWC pipe,

outer dia90mm/inner dia76mm

58 58 Fitting and Fixing of ARA Battery Numbers 34.00 1516.74 51569.16

Terminal on standard size Hylam

sheet as approved by Engineer In-

charge. Supply of ARA Terminal is not

included in this item. The Battery

terminal must be terminated with

suitable lug on ARA Terminal. (unit

Number denotes for 01 station.)

59 59 Excavation, ramming, Casting Numbers 42.00 8370.04 351541.68

Cement Concrete foundation for

Colour Light Main Signal Post in the

ratio of 1:3:6 Aggregate not

exceeding 3 : 8 cum, as per Drg. No.

CSTE/CON/SK/05/99 and technical

specifications using standard size

galvanized Anchor bolts & nuts (also

referred to as foundation bolts)

conforming to IRS Drg. No. SA-

116A/M, for erection of colour light

signal post, plastering with 1 : 4

cement - sand mixture all the

surfaces up to 75 mm below ground

level, complete with contractor's

material including cement, sand,

aggregate, anchor bolts and nuts

and curing of casted foundation,

refilling & ramming of loose soil

around foundation and disposal of

loose dug soil from site.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

60 60 Assembling, erection, installation, Numbers 24.00 7996.17 191908.08

taking of cable inside unit through

post, termination and wiring of

CLS(Colour light Signal) complete

with all accessories of CLS unit, post,

base, ladder, ladder guards, platform

and MS supporting bracket in the

middle of the ladder, hoods,

pinnacles, offset brackets,

Junction/stencil type route indicators

(if any) - 1 way to 6 way, etc.

including fixing & wiring of LED units

lamps with contractor's wiring

material. Note-Anchor bolt with nuts

& washers are supplied by the

contractor. - For 2 Aspect CLS

61 61 Assembling, erection, installation, Numbers 16.00 8003.09 128049.44

taking of cable inside unit through

post, termination and wiring of

CLS(Colour light Signal) complete

with all accessories of CLS unit, post,

base, ladder, ladder guards, platform

and MS supporting bracket in the

middle of the ladder, hoods,

pinnacles, offset brackets,

Junction/stencil type route indicators

(if any) - 1 way to 6 way, etc.

including fixing & wiring of LED units

lamps with contractor's wiring

material. Note-Anchor bolt with nuts

& washers are supplied by the

contractor. - For 3 Aspect CLS

62 62 Assembling, erection, installation, Numbers 16.00 10894.30 174308.80

taking of cable inside unit through

post, termination and wiring of

CLS(Colour light Signal) complete

with all accessories of CLS unit, post,

base, ladder, ladder guards, platform

and MS supporting bracket in the

middle of the ladder, hoods,

pinnacles, offset brackets,

Junction/stencil type route indicators

(if any) - 1 way to 6 way, etc.

including fixing & wiring of LED units

lamps with contractor's wiring

material. Note-Anchor bolt with nuts

& washers are supplied by the

contractor. - For 2/3/4 Aspect CLS

with 1/2/3/4 way route indicator

(Junction type/Stencil type)

63 63 Assembling, erection, installation, Numbers 16.00 3274.32 52389.12

taking of cable inside unit through

post, termination and wiring of

CLS(Colour light Signal) complete

with all accessories of CLS unit, post,

base, ladder, ladder guards, platform

and MS supporting bracket in the

middle of the ladder, hoods,

pinnacles, offset brackets,

Junction/stencil type route indicators

(if any) - 1 way to 6 way, etc.

including fixing & wiring of LED units

lamps with contractor's wiring

material. Note-Anchor bolt with nuts

& washers are supplied by the

contractor. - For calling-on signal

below main home signal complete

with all fittings.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

64 64 Assembling, erection, installation, Numbers 16.00 2074.12 33185.92

taking of cable inside unit through

post, termination and wiring of

CLS(Colour light Signal) complete

with all accessories of CLS unit, post,

base, ladder, ladder guards, platform

and MS supporting bracket in the

middle of the ladder, hoods,

pinnacles, offset brackets,

Junction/stencil type route indicators

(if any) - 1 way to 6 way, etc.

including fixing & wiring of LED units

lamps with contractor's wiring

material. Note-Anchor bolt with nuts

& washers are supplied by the

contractor. - For dependent shunt

65 65 Installation of Earth electrode for Numbers 80.00 1808.26 144660.80

outdoor equipment as per technical

specifications. Note:- Installation of

earth electrode includes the

construction of the surrounding earth

pit using contractor's own material.

66 66 Installation of complete earthing and Job 9.00 8146.65 73319.85

Bonding System as per RDSO

specification RDSO/SPN/197/2016

Ver.1.0 or latest for BPAC/Signalling

equipment, to construct earthing as

per standard code of practice

including auguring hole of 100-125

mm dia and minimum 2.8 meter

depth for earth electrode , carring

out necessary digging work and to

make 300X300X300 mm (inside

dimensions) concrete box with lid

approx.50 mm thickness and painted

black on top, with contractor's

material, fixing earth electrode in the

augured hole, filling Earth

enhancement material around earth

electrode in the hole in slurry form

and allowing to set, back filling of

excavated soil after sieving,

measurement of earth value,

carrying out interconnection between

unit earths installed as per

requirement of site and all other

work of earthing as per standard

code of practice and connecting it to

equipments to be earthed,

construction of surrounding earth-pit,

etc. as per site requirements and

Technical specifications (At Location

hut).The installation is to be done

OEM or its Authorised representative

only. If required by Engineer In-

charge, necessary certificate from

OEM to be given.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

67 67 Excavation, ramming, Casting Numbers 80.00 2013.21 161056.80

Cement Concrete foundation for

Junction box in the ratio of 1:3:6

Aggregate not exceeding 3 : 8 cum, ,

plastering with 1 : 4 cement - sand

mixture all the surfaces up to 75 mm

below ground level, complete with

contractor's material including

cement, sand, stones, anchor bolts

and nuts and curing of casted

foundation, refilling & ramming of

loose soil around foundation and

disposal of loose dug soil from site.

Junction box 12/24 way

68 68 Installation of Junction box on CC Numbers 80.00 217.16 17372.80

foundation on grouted bolts,

including filling the space enclosed

below the location box with

contractor's sand. Junction box 12/24

69 69 Excavation, ramming, Casting Numbers 40.00 7641.14 305645.60

Cement Concrete foundation for

Apparatus cases/Location boxes in

the ratio of 1:3:6 Aggregate not

exceeding 3 : 8 cum, as per Drg. No.-

LB1-LD-TYP-NR No.MT/L-45 SH

No.LB1 (for Apparatus Case full size)

and Drg.No.-LB2-LD-TYP-NR No.MT/L-

45 SH No.LB2 (for Apparatus Case

half size) using standard size

galvanized Anchor bolts & nuts (also

referred to as foundation bolts)

conforming to IRS Drg. No. SA-

116A/M, for erection of Apparatus

cases/Location boxes, plastering with

1 : 4 cement - sand mixture all the

surfaces up to 75 mm below ground

level, complete with contractor's

material including cement, sand,

stones, anchor bolts and nuts and

curing of casted foundation, refilling

& ramming of loose soil around

foundation and disposal of loose dug

soil from site. - Apparatus case (Full)

cases/Location Boxes on CC

foundation on grouted bolts,

including filling the space enclosed

below the location box with

contractor's sand, as per technical

specifications. - Apparatus case (Full)

71 71 Installation, fixing and wiring of DC Per Unit 80.00 5970.98 477678.40

track circuits equipments, track

battery charger, resistances/chokes,

track relays, batteries etc. in

apparatus cases, location huts, relay

rooms etc. including wiring and

extension of potential free contact of

track battery charger to ASM room,

with contractor's wiring material,

termination of tail cables on

terminals/fuse blocks, supply and

making track circuit history cards, all

activities as per standard practice

and technical specifications.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

72 72 Installation and commissioning of DC Per Unit 32.00 8384.31 268297.92

track circuits including fixing of

double bonds using G.I. wire, fixing of

exothermic continuity bonds on rail

joints & making rail connections of

lead wires, installation & fixing of

track lead junction box on MS angle

for track feed end, track relay end

and BX Jumpers, connections to tail

cable, termination of tail cables on

TLJB terminals etc., insertion of

insulated block joints and also fixing

jumper cables as per insulation

diagram/track bonding plan, charging

& adjustment of track circuit, all

activities suitable for RE as per

standard practice and technical

specifications. - Track circuits not

involving point zone

73 73 Installation and commissioning of DC Per Unit 48.00 10509.96 504478.08

track circuits including fixing of

double bonds using G.I. wire, fixing of

exothermic continuity bonds on rail

joints & making rail connections of

lead wires, installation & fixing of

track lead junction box on MS angle

for track feed end, track relay end

and BX Jumpers, connections to tail

cable, termination of tail cables on

TLJB terminals etc., insertion of

insulated block joints and also fixing

jumper cables as per insulation

diagram/track bonding plan, charging

& adjustment of track circuit, all

activities suitable for RE as per

standard practice and technical

specifications. - Point zone track

Meter wide trenches including

clearing of roots of trees and bushes

and temporary obstruction on the

selected route and back filling &

restoration of the disturbed soil as

per technical specifications and cable

route plan (a) In all type of soils

including soft rock

75 75 Excavation by Machine (JCB) for Metre 900.00 92.18 82962.00

cable trenches in normal soil, depth

up to 1.0 Mtr and width 0.3 Mtr,

including getting out the excavated

76 76 All works of excavation of cable Metre 270.00 878.52 237200.40

trench 1.0 Meter deep, 0.3 Meter

wide on pucca platform/on Road for

road crossing and restoration of the

platform/Road surface to original

condition with contractor's material,

after laying of GI/DWC pipes and then

re-filling the trench as per Technical

Specifications.

77 77 Back filling of cable trench after Metre 900.00 2.75 2475.00

laying of cables and then complete

back filling & ramming of loose soil

as per the technical specifications.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

78 78 Laying of Signal Cable of different Kilometre 36.00 5266.65 189599.40

sizes as per cable route plan in the

already dug trench with or without

DWC pipe / in G.I. pipes of bridges,

culverts and tunnels etc / in Cable

tray's of tunnels (Laying of DWC Pipe,

G.I. pipe, Cable trays are not included

in this item) - 2 Core to 12 core

signalling cable

79 79 Laying of Signal Cable of different Kilometre 9.00 5088.83 45799.47

sizes as per cable route plan in the

already dug trench with or without

DWC pipe / in G.I. pipes of bridges,

culverts and tunnels etc / in Cable

tray's of tunnels (Laying of DWC Pipe,

G.I. pipe, Cable trays are not included

in this item) - Power cable

80 80 Laying of Signal Cable of different Kilometre 4.50 5267.77 23704.97

sizes as per cable route plan in the

already dug trench with or without

DWC pipe / in G.I. pipes of bridges,

culverts and tunnels etc / in Cable

tray's of tunnels (Laying of DWC Pipe,

G.I. pipe, Cable trays are not included

in this item) - Quad Cable Laying

81 81 Cutting of DWC pipe, of various size, Metre 4500.00 45.04 202680.00

into 2 No of split DWC pipe - includes

transportation and loading /

unloading (to/from BPG store or any

other location advised by Engineer-

82 82 Placing of half round ( Split DWC ) Kilometre 9.00 38343.52 345091.68

pipe over the laid cable in open

83 83 Protection of under ground cable by Metre 270.00 366.86 99052.20

provision of concrete layer in the

ratio 1:2:4 having minimum

thickness 100 mm and minimum

width of 200 mm.

miscellaneous items in the ratio 1 : 3

: 6, aggregate not exceeding 3 : 8

cum including excavation, ramming,

curing and plastering with 1 : 4

cement - sand mixture complete with

contractor's material including

cement, sand, aggregate and curing

of casted foundation, refilling &

ramming of loose soil around

foundation and disposal of loose dug

soil from site. NOTE: Due to local

condition in very special

circumstances if the size of the

foundation for all the above items is

required to be increased/decreased,

the extra payment /deduction for

variation of the CC work shall be

calculated on volumetric basis as per

rate of this item.

85 85 Fixing of G.I. pipe/DWC pipes of all Metre 162.00 191.15 30966.30

sizes & diameters troughing on

culverts, bridges & any other location

etc. complete with contractor's

material including clamps, nuts and

bolts and other fixing arrangements

as directed by Engineer in charge.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

86 86 Laying of Double Wall Corrugated Metre 270.00 66.78 18030.60

(DWC) pipe with socket, coupler and

T Joint etc. by digging of trench 0.3

Meter width, 1.2 Meter depth from

rail flange under track for track

crossing and refilling after laying of

pipes, as per technical specifications

Item- 2 Annexure-V For Utility Shifting Works(Telecommunication)

S No. Item Description of Item Unit Qty Rate Amount

Cable as per RDSO specification.

2 2 Laying of 6-quad cable / PIJF cable as Metre 20000.00 2.80 56000.00

per procedure given under technical

specification in tender document.

3 3 Supply of Thermo shrink Jointing Kit Numbers 60.00 2337.96 140277.60

for 6 - QUAD jelly filled cable as per

spec. no.IRS:TC-77-2012 , Rev.3 (

Amendment- 3 or latest ) for Straight

through joints & derivation 2T joints

and supply the Kit as per dia of

conductor supplied by Railway.

4 4 Installation of Thermo shrink Jointing Numbers 30.00 1393.59 41807.70

kit for 6 quad cable as per DOT/TEC

Specification with RDSO Modification

for straight through joints as per

technical specification & site

condition. Straight through thermo

shrink jointing kit as per quantity

mentioned in the schedule will be

supplied by Railway.

5 5 Provision of derivation joint at Numbers 30.00 2102.19 63065.70

approx. every KM for emergency

socket and LC gates from 6 Quad

cable using PIJF cable with the help of

thermoshrinking jointing kits and 2T

VF transformer.

6 6 Supply of 6 pin Emergency plug and Numbers 30.00 171.45 5143.50

socket as per Spec. No.IRS-TC-42/87

with Amendment- 3 or latest.

socket box as per RDSO Spec. No.

RDSO/SPN/TC/44/2002 Ver-2, Amd-3

or latest and Drawing

No.TCDO/RE/001/2002, Ver.0.1b&

TCDO/RE/001/2002/1.

socket posts, transportation to site,

digging of pit and erection of

emergency post complete with

socket and socket boxes as per

specification and drawings, wiring,

testing and commissioning of the

emergency socket along side the

Railway track at locations indicated

by site Engineer. The work shall be

carried out as per Technical

Specifications. and Size and shape as

per drawing in Annexure - A Supply

of Emergency socket and socket

boxes is provisioned elsewhere in

transformer, impedance ratio

1120:470 as per specification No.

IRS: TC - 76-2000,Amndt. 1 or Latest.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

10 10 Supply of straight through jointing kit Numbers 10.00 573.94 5739.40

(TSF-1) for 20 pair armourded PIJF

cable, 0.5 mm dia as per spec. no.

RDSO/SPN/TC/57/2006(Rev.0) Amdt.-

11 11 Cable Fibre Optic Armoured (48 Kilometre 20.00 114292.83 2285856.60

Fibres) as per

RDSO/SPN/TC/110/2020 Rev.0

12 12 Supply of Optical fibre joint enclosure Numbers 80.00 2903.62 232289.60

as per RDSO Spec

No.RDSO/SPN/TC/68/2014 REV 1.0

with Amendment No. 2.0 or latest for

24 fibre armoured Optical Fibre Cable

with all accessories and consumable.

13 13 Installation of OFC Joint enclosure Numbers 80.00 3839.73 307178.40

and splicing of Optic fibre cable (24

fibres/ 12Fiber/6 Fiber) as per

technical specification. However for

any additional joint due to bad

workmanship/ damage due to

contractors faults, OFC joint closures

from RDSO approved sources will be

supplied by the contractor and

installed free of cost).

14 14 Erection of RCC pit 1 Meter below the Numbers 40.00 3717.76 148710.40

earth surface with arrangement for

entry and exit for HDPE pipe as per

Drg. NF/TC/99-25. The pit shall be

covered by suitable RCC covering

slab. After laying of cable the RCC pit

shall be filled with sand and covered

with the covering slab and finally to

be covered by loose soil upto earth

surface level with proper ramming.

Height of the round RCC pit shall be

450 mm high, dia 1200 mm .This

includes provision of PIT with 2 part

cover 75 mm thick with anchor and

all required materials.

15 15 Supply ,transportation to site, Numbers 40.00 349.63 13985.20

erection and concreting the base of

RCC OFC joint markers at the location

16 16 LAYING: Pulling of OFC with Nylon Metre 20000.00 5.66 113200.00

rope through HDPE pipes & GI pipes

of size 50/42mm or 40/33 mm dia for

48/24/12/6 fibre armoured OFC cable

in Normal Trench as per technical

specification detailed in tender

document. ( Normal trenching)

17 17 TERMINATION: Supply of modular Numbers 10.00 18768.52 187685.20

Line Inter face Unit (LIU)of 12/24/48

fiber including all accessories ,

Termination of 24/48 port should be

available on LIU . Make:

LEGRAND/Siystimax/Siemon or

s i m i l a r. LIU should consists of

following accessories- 1. 3 Duplex

Adapter of APC, UPC, SC, and LC

Connector = one number each=4

numbers 2. Pigtail- 1mtr. of LC-

APC(12 numbers), LC- UPC( 6

numbers), SC- APC(6 numbers)=24

Numbers 3. Splice Tray- 1 Number

Note: (1) Manufacturer

Authentication Certificate has to be

given during supply of the material.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

laying of OFC and quad (through

HDPE pipe) cable.

19 19 Excavation of trenches up to a depth Metre 1000.00 195.98 195980.00

of 1 Metre at Kutcha road/under low

flooded bridges/Culverts/low lying

areas and placing of DWC HDPE

pipes with sockets and back filling

and ramming of the soil to original

20 20 Excavation of Pucca roads up to a Metre 1000.00 603.89 603890.00

depth of 1 Metre and placing of DWC

HDPE pipe and refilling with earth

and ramming,levelling and repairing

of the road to original condition.

21 21 Excavation - Track crossing of cables, Metre 1000.00 399.41 399410.00

laying of DWC/ RCC pipes with

collar/coupling - of trench to a depth

of 1.0 Mtr. refilling of trench by

ramming and consolidating it as per

the instructions of Railway

representative at site. During

excavation of trench it has to be

ensured that the excavated soil does

not mix with the ballast available.

The depth of 1.0 m trench shall be

from the bottom of sleepers for track

crossings. Laying of cables is not

included in this schedule.(Supply of

DWC/RCC pipes with couplers/ collars

is not included in this schedule).

22 22 Fixing of G.I. pipe/DWC pipes of all Metre 1000.00 245.01 245010.00

sizes & diameters troughing on

culverts, bridges & any other loc. Etc

complete with contractor's material

including clamps, nuts and bolts and

other fixing arrangements as directed

by Engineer in charge. (Including

23 23 Transportation of HDT machine with Metre 2000.00 1215.64 2431280.00

accessories including handling of

stores materials, preparation of site

and boring for placing of 50/42 mm &

40/33 mm dia HDPE pipe for crossing

of OFC cable together in one or more

shot of suitable bore size at bridges /

culverts / track / pucca road crossing.

Boring trench shall be minimum 3

(three) meter below the river bed

and 1 (one) meter below the track /

road / pucca road crossing area. This

includes supply of accessories for

pulling HDPE pipes if any, cost of fuel

and all other items which will be

required for laying of cable through

it. HDPE pipe will be supplied by

Railway. The work shall be executed

as per technical specification.(a)

Boring up to the length of 150 Mtrs.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

24 24 Excavation by Machine (JCB) for Metre 10000.00 77.80 778000.00

cable trenches in all types of soils

including cutting and clearing of

bushes and roots of trees etc., upto a

depth of 1.2 Mtrs and width of 0.3

Mtrs at the bottom in the entire

section, back filling and ramming of

the soil in trenches to original level.

The work shall be executed as per

technical specification. NOTE:

Proportionate payment against the

work executed by the contractor will

be arranged where digging of trench

upto 1.2 mtr depth is not possible

due to water seepage inside the

trench, this has to be confirmed by

the railway representative present at

site and should be recorded in the

25 25 Excavation - In Hard soils including Metre 1000.00 529.17 529170.00

hard rock and soil mixed with

ballast/Stone/Bricks - of 1.0 Meter

deep and 0.3 Meter wide trenches

including clearing of roots of trees

and bushes and temporary

obstruction on the selected route, as

per technical specifications and cable

route plan , including back filling and

ramming of the soil in trenches to

original level.Note-In case where

digging of trench up to 1.0 Meter

depth and 0.3 meter wide is not

possible or bigger size trench is

required to lay more cables or loose

soil/muck is encountered, the depth

can be reduced /increased as per

directions of the Engineer-in-charge

of the works, the payment will be

decreased/increased proportionate to

the depth & width of excavation

compared to 1.0 Meter deep and 0.3

26 26 Excavation - In Rocky area -of trench Metre 1000.00 1212.90 1212900.00

including cutting and clearing of

bushes and roots etc up to a depth of

atleast 1meter but where excavation

of cable trenchup to required depth

of 1 meter is not possible due to site

condition but depth of0.3 meter is

achievable then depth of 0.3 meter,

width of 0.2 meter at the bottom in

the entire section and placing of 100

mm nominal dia RCC pipe by 1:2:4

masonary work upto a layer of 75

mm (approx) and refilling the trench

as per instruction from

representative of site Engineer In-

charge. Then backfilling the trench

and ramming the soil after cable

laying. All materiaLs like RCC pipe,

cement, masonry materials are to be

supplied by the Contractor. Cables

hould be protected so that it can not

be extracted from any end.

dia nominal - along with sockct - as

pcr tcchnical spccification and is

approvcd by Engineer In Charge.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

28 28 Supply of Permanently lubricated Kilometre 40.00 50989.33 2039573.20

HDPE Pipe of size 40/33 mm (PLB

HDPE) (Nominal) along with sockets,

RDSO/SPN/TC/45/2013 Rev.2.0

(Amdt.2) or latest from the TEC

approved firms suitable for HDD

(Horizontal Directional Drilling).

29 29 Supply of permanently lubricated Kilometre 1.00 224686.92 224686.92

HDPE pipe of size 63mm dia (Outer

Dia) as per Specification No:

RDSO/SPN/TC/45/2013 Rev.2.0 or

latest from the TEC approved firms

suitable for HDD.

or 50/42mm of OFC cable as per TS (

Normal trenching)

31 31 LAYING: Pulling of OFC with Nylon Metre 2000.00 5.91 11820.00

rope through HDPE pipes & GI pipes

of size 50/42mm or 40/33 mm dia for

48/24/12/6 fibre armoured OFC cable

in Normal Trench as per technical

specification detailed in tender

document. ( Normal trenching)

32 32 Supply of G.I. pipe with thread collars Metre 500.00 711.67 355835.00

of 100mm nominal bore,

specification No.IS-1239 medium

grade, to be perforated after supply

for required length-as per technical

33 33 Supply and Fixing of GI pipe medium Numbers 10.00 828.79 8287.90

grade to carry all the cables with

fixing materials and making

necessary entry arrangement, at LC

Gates, Cable Huts, OFC Room , ASM

Room, D Class station and other

building as per site condition if

required as per T.S. using 80mm dia

G.I. pipe . Note: All the materials e.g.

G.I. Pipes, Clamps, PVC pipe, flexible

PVC pipes, masonry materials, nuts &

bolts are to be supplied by the

34 34 Pulling of Quad Cable with Nylon rope Metre 1000.00 6.90 6900.00

through 63/50 mm HDPE pipes (used

in HDD boring) & backfilling of boring

Pit for HDD work.

35 35 Pulling of OFC Cable with Nylon rope Metre 2000.00 5.53 11060.00

through 40/33 mm or 50/42 mm

HDPE pipes & backfilling of boring Pit

for HDD (Horizontal Directional

Drilling)/different types of trenching

36 36 Protection of under ground cable by Metre 500.00 245.01 122505.00

provision of concrete layer in the

ratio 1:2:4 having minimum

thickness 100 mm and minimum

width of 200 mm.

pair C.T. Box Krone type and

termination of PIJF cable in ASM

Room, OFC room, Cable Huts and

other buildings if required, as per

details given in wiring and jointing

schedule approved by the Engineer.

Item- 3 Annexure-VI For Utility Shifting Works(Civil)

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

S No. Item Description of Item Unit Qty Rate Amount

Schedule Schedule G1C-For Unforeseen Works

Item- 1 For Unforeseen Civil Works

S No. Item Description of Item Unit Qty Rate Amount

Item- 2 For Unforeseen Signal and Telecommunication Work

S No. Item Description of Item Unit Qty Rate Amount

1 1 For Signal and telecommunication Lumpsum 1.00 11584117.15 11584117.15

Item- 3 For Unforeseen Electrical Work

S No. Item Description of Item Unit Qty Rate Amount