Open tender for TSR(P) 15.868 Tkm by contractor's own PQRS machine set with other ancillary work in jurisdiction of Asansol Division.

A-Overall percentage Above/Below/At par on assessed cost of schedule-

B-Schedule B-Overall percentage Above/Below/At par on assessed cost

Item Breakup - A-Overall percentage Above/Below/At par on assessed cost of schedule-A (N.S.Items)

Running track site: Replacement of old Track sleepers ( TSR) by dismantling existing Kilometre track of all types of sleepers by making 13m loose rail panel (or any suitable length panel) with old sleepers & SH rail (for removing existing track) with wider base sleepers / revised wider base sleepers at density of 1660 sleepers per Km assembled with loose rail panel (or any suitable rail length panel of SH rail)in ASANSOL DIVISION-ENGINEERING/EASTERN RLY suitable rail length panel of SH rail)in PQRS Depot and placing over ballast properly during traffic block after removing panels of old sleeper and SH rail of 13 m loose rail panel (or any suitable length panel) with the use of contractor's PQRS Machine by providing auxiliary track with gauge of 3400mm(either with the use of existing rail from existing track or with new rail over metal/ wooden sleepers, to be provided by Railway, 500 Nos./rail km on both rails) and providing fish plates for joining loose SH rail over wider base sleepers / revised wider base sleepers for continuity of track and maintaining track parameters as per Para 522 of IRPWM 2020 to keep the track fit for 30kmph. SH rail over new wider base sleepers / revised wider base sleepers to be replaced with new/earlier existing rail on running track (with replacement of rubber pad, liner & greased ERC and greasing of liner contract area. Grease to be used should be of servogem RR3 from Indian oil) as soon as loose rail length of track reaches 500m/750m (as per decision of Railway site engineer i.e. SSE/JE/ P Way). Loading of track panel( SH rail over old normal sleeper and tied with ERC) of approximately 13 m length over Railway wagons and unloading of track panels of the length of 13 m( or any suitable length) and wider base sleeper / revised wider base sleeper will be done during traffic block. TRR with the rail of the length of 250 m to 500m which was removed initially for AT, will have to be done as soon as track of loose rail exceeds 500m length. The whole process will continue till completion of work.Auxiliary Track (AT) will have to be removed with advancement of TSR work as per direction of Railway (SSE/JE/P Way). b) PQRS Depot: Track panel with SH rail of 13 m or any suitable length over wider base sleepers / revised wider base sleepers will be made with necessary fittings in PQRS Depot. Loading of these panels over Railway Wagons and unloading of released track panels( released from running track) consisting of all types of rails & sleepers from Railway wagon at PQRS depot using Contractor's own portal crane including dismantling and stacking each component of track properly at designated locations. Note: This item of Through sleeper renewal with wider base sleeper / revised wider base sleeper is a composite item and all activities as required will have to be done by the Contractor with his/her own PQRS Machine & other machines, tools and plants including all other resources as per requirement of the work ( in PQRS Depot and during traffic block in runnin track). Railway will provide wagons and locomotive free of cost for loading/unloading and transportation to/from PQRS Depot/ work site (running track) for loose rail panels with normal old sleepers and with wider base sleepers / revised wider base sleepers. Nothing extra will be paid except the rate as mentioned against the item. Railway will also provide ASANSOL DIVISION-ENGINEERING/EASTERN RLY against the item. Railway will also provide metal/wooden sleepers required for AT, free of cost. Various activities which are involved in TSR work are elaborated in "sequence of activities provided with tender schedule", etc. Total 22445316.72 Schedule B-Schedule B-Overall percentage Above/Below/At par on assessed cost of schedule-B

(Items of USSOR-2021)

Item- 2 Items of Schedule-B ( Items of USSOR-2021)

S No. Item Description of Item Unit Qty Rate Amount

Earthwork in cutting in formation, trolley

refuges, side drains, level crossing

approaches, platforms, catch water drains,

diversion of nallah & finishing to required

dimension and slopes to obtain a neat

appearance to standard profile inclusive of

all labour, materials, plant & machinery,

leading all cut spoils either to make spoil

dumps or for filling in embankment with

leads within 2 km on either side of edge of

the cutting(s) including all lifts, ascent,

descent, loading, unloading, bailing &

pumping out water, if required, clearance

of site and all other works incidental

thereto for completing the work as per

RDSO Specification No. RDSO/2020/GE:

IRS-0004 with latest updated correction

slips and to the satisfaction of the

Engineer-in-Charge. Note: (i) All usable

earth arising from cut spoils shall be led

into bank formation and Unusable spoils

shall be dumped / stacked away from toe

of embankment. (ii) All hard rock /and

boulders not fit for filling will be stacked

by the contractor and will be property of

the Railways. (iii)Cut trees shall be

property of Railways and to be deposited

in the railway godown unless specified

otherwise in the Conditions of Contract.

1 012011 In all conditions and classifications of soil cum 200.00 102.55 20510.00

Pulling & positioning of rails accurately on

cess including supporting rails, providing

required gap and squaring at ends for

renewal preparation, as directed by

Engineer in-charge.

Insertion of rails of all types & length in

track, laid on any type & density of

sleeper to the specified gauge under

traffic block. Rates include fastening of rail

with sleepers with standard set of

fastenings and fixing of fish plates and

bolts or, if required, providing gap for

welding and stacking of released material

without infringement within 250m as

directed by Engineer-in-Charge. Note: Rail

drilling and cutting to be paid separately.

7 061032 For Casual/Scattered Rail Renewal work RM 500.00 44.67 22335.00

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

Through Sleeper Renewal (TSR) with PSC

sleepers involving removal existing

sleepers of any type along with fittings

from track, insertion of PSC sleepers lying

along the cess / formation / slope / toe

within 5 metres height with all fittings to

specified spacing, gauge and squareness,

one round of through packing to make

track fit for 20 kmph speed, dressing of

ballast to standard profile, all in

accordance with the latest provisions of

IRPWM and stacking of all released

material neatly at specified places within

an average lead of 100 m as directed by

Engineer in-charge.

8 062013 For PSC wider base sleepers - For location Each 1000.00 426.11 426110.00

of work not involving deep screening

and 062014 for sleepers lying on slope /

toe of bank beyond initial height of 5

Assembling and Laying of Improved Switch

Expansion Joint (SEJ) on PSC sleepers of

any rail section as per RDSO drawing

including leading of SEJ rails, sleepers,

fittings for a free lead of 250 metres,

cutting of rails, drilling of holes as required

and lubrication of SEJ, gauging, aligning

rails, providing temporary connection with

adequate welding gap with adjoining rails,

providing reference posts at SEJ, first

through packing of SEJ portion to make

track geometry fit for 30 kmph speed and

making ballast profile as per IRPWM. Note:

(1) Rail cutting and hole drilling shall be

paid separately.(2) One set comprise

complete SEJ on both rails at SEJ.

11 065040 Dismantling & removing existing SEJ Set 8.00 10403.43 83227.44

(Switch Expansion Joint) assembly during

line block and its replacement with plain

track as of adjoining section with all

fittings including rail cutting and drilling of

holes and renewal of special sleepers with

PSC Sleepers as directed and aligning

rails, providing fishplates and bolts/

temporary connection with adequate

welding gap with adjoining rail and

ensuring proper track geometry for 30

kmph speed. The release material shall be

stacked as directed by Engineer in charge.

Unloading of ballast from Railway's

Hopper Wagons, quantity distribution as

per pre-defined site requirement, clearing

infringements/jammed ballast, distributing

the unloaded ballast uniformly over the

track, profiling and boxing following all

prescribed safety norms.

13 084060 Unloading of sand / quarry dust during cum 300.00 133.19 39957.00

block from Railway's wagons other than

Hopper wagons by opening the doors of

boxes and pulling & pushing down sand

with rake irons / phowrahs taking out

jammed sand and distributing unloaded

sand uniformly over the track.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

25mm gap 'in-situ' welding during traffic

block using Railway's welding portion and

finishing of weld to meet the prescribed

tolerances and pass all stipulated tests

with all required labour, materials,

consumables, tools, equipments etc. to

complete the work in all respect as per IR's

"Manual for Fusion Welding of Rails by

Alumino - Thermic Process" with latest

correction slips, including marking of

welded joint, painting weld collar with

anticorrosive paint, restoration of track

near weld joint to original position and

fixing of joggled fish plate at new weld, to

be removed after passing of weld in USFD

test as directed by Engineer in charge.

Note: 1. Welding portion and related

accessories as per Annexure - I shall be

supplied by Railways. All other items

required shall be supplied by the

Contractor. 2. Welding shall be carried out

only by trained welder having valid

competency certificate. 3. Hydraulic Weld

trimmer shall be used for chipping and

profile Grinder for finishing. 4. Required

nos. of Joggled fish plates shall be supplied

by Railway at nearest P. Way Stores and

the same shall be returned at nearest P.

Way Store or at other location as per

direction of Engineer-in-Charge after

release from track.

shot crucible fitted with Automatic

Tapping Thimble Technology, 3 pieces

Mould (Zircon washed) and Compressed

Air Petrol heating technique.

15 113010 Cess repair/widening work as per RDSO cum 600.00 297.77 178662.00

Specifications and guidelines

RDSO/2020/GE: IRS-0004 or latest in

running line with suitable soil to the

designed profile The work shall include

uprooting and disposing of all the

vegetation, benching at every 30 Cm

vertical height, earthwork in benching

portion and compaction using suitable

slope vibratory Rollers/Compactors etc. to

achieve prescribed MDD. Note: 1. Payment

of cess repairs shall be based on the

quantities worked out from the cross

sectional calculations only and worked out

from the initial ground levels before doing

benching and final levels as done for new

embankment. The earth work in benching

portion shall not be paid extra as the same

has been included in the rate. 2. The earth

work shall be started only after

Completing of the benching and certified.

3. The benching Work shall be done for a

maximum height of 1.50 m at any time

based on the progress of earthwork

starting from toe of the embankment.

Through packing of track, as per

procedure prescribed in latest edition of

Indian Railways Permanent Way Manual

16 131011 For PSC sleeper Track with Sleeper TRM 500.00 124.02 62010.00

Density of 1540 Sleepers/Km or more

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

First or Second Through Packing of track

of all sleeper density including giving a

general lift, as desired to eliminate sag

after Deep Screening work, lifting of track,

lowering of track and major realignment of

curves and formation rehabilitation as per

procedure prescribed in latest edition of

IRPWM. Note: General lift is normally 25

mm and isolated lift may be up to 50 mm.

Density of 1660

Pulling of welded rail panels to create a

specified gap under traffic block, including

opening of fittings & fastenings and re-

fixing them on track after pulling of rail

and creating standard gap for welding.

De-stressing of LWR/CWR track of any

density under traffic line block with

contractor's labours, tools, equipments

and consumables inclusive of all lead &

lift. Activities include cutting of LWR/CWR

into convenient panels of specified length,

removal of ERCs, liners, greasing of ERCs

and liner contact area, lifting rails and

keeping them on rollers provided at every

15 sleepers, working out elongation of rail

ends depending on prevailing site

conditions, pulling rails with the help of

Hydraulic Tensor to achieve the desired

elongation, cutting rails, as required,

removing rollers and placing rail in

position, re-fixing ERCs & liners and

adjustment of gap at SEJs : Note: (1)

Welding of rail joints will be paid

separately. (2) Rail cutting and Hole

drilling shall be paid separately. (3)

Opening and closing of LC if required will

be paid separately. (4) As per procedure

prescribed in latest edition of IRPWM &

CE's Circulars for destressing of LWR/CWR,

20 136060 Replacing existing glued joint rail with cut Each 100.00 2141.74 214174.00

rails or with glued joint rail or insertion of

glued joint by cutting existing track under

traffic condition by cutting rails, refixing

with all rail sleeper fastenings and

providing required gaps for carrying out

welding as an alternative to drilling holes

or joining rails with fish plates duly drilling

holes as required including stacking of

released material and as directed by

engineer in-charge. Note: (1) Drilling holes

& rail cutting will be paid separately. (2)

Transportation of materials to the site of

work from supply points, if more than

250m, shall be paid separately.

21 136090 Cleaning of side drains along the track RM 2000.00 38.48 76960.00

including disposing of muck beyond

Railway boundary as per instructions of

Engineer in-charge to keep drains clean

and clear in cuttings etc.

Painting 2 coats to various P.Way

Reference Post, Structures etc. with

enamel paint of approved make with 2

coats of different colours & letters, as

directed by Engineer in-charge.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

25 137084 Level Crossing Boards including Road Sign Each 20.00 168.19 3363.80

28 137087 Level Crossing Boom including fringe Metre 20.00 150.43 3008.60

29 137088 Level Crossing Boom without fringe Metre 20.00 133.71 2674.20

31 137090 Curve details, SE, Versine, Station Nos. Each 2000.00 58.01 116020.00

etc. per station.

32 151040 PQRS: Pre Block activity: Removing of the TRM 15868.00 38.51 611076.68

existing ballast from crib portion of the full

length of existing PSC sleeper and further

up to the bottom of sleepers to

accommodate new sleeper and dumping

the ballast so removed on the

shoulders/cess with contractor own labour,

tools and plants etc, complete with all lead

and lift and as directed by the Engineer-in-

charge at site including crossing of track

wherever necessary.

33 151060 PQRS: Post Block activity, Pulling back the TRM 15868.00 25.85 410187.80

left over ballast from shoulders/cess in to

track and dumping in cribs and shoulders,

regulating and boxing with available

ballast to facilitate surfacing of track

during lifting with contractors own labour,

tools etc, complete and lead & lift as

directed by the Engineer-in-charge at site

including crossing of track wherever

34 151080 Mechanised loading of all types of rails on RM 200.00 12.01 2402.00

BFRs in PQRS Depot with Railway's cranes,

as directed by engineer in-charge.

35 152030 Unloading of released sleepers from BRH Each 10000.00 11.15 111500.00

(special type modified BFR for TRT

working) in Depot by using contractor's

Gantry (Crane) and stacking them at

nominated locations within the yard limits

with all leads & lift.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

Carrying out pre-tamping, during tamping

and post-tamping work for tamping track

with all types of rails, sleepers & sleeper

density by various Track Tamping

machines, like CSM,DUO/3X Machines

which include : (1) Re-adjustment of

ballast, heaping-up of ballast, filling-up of

cavities in tamping zone by picking ballast

from stacks / shoulders / crib of adjoining

track up to lead of 50 m to ensure

effective packing; (2) Clearing of ballast

on sleepers to make them visible to

operator, (3) Clearing of ballast over rail

foot to facilitate holding of rail by rollers of

TTRM; (4) Digging, screening and

replenishment of ballast at mud pumping /

rounded ballast in sleeper crib location; (5)

Tightening of loose fittings immediately

before & after tamping; (6) Replacement

of broken / missing fittings supplied by

Railway; (7) Correcting displaced sleepers

to position along with squaring; (8) Re-

setting of worked-out / fallen fittings. (9)

Removing and re-fixing joggled fish plates

& wooden blocks, wherever necessary;

(10) Manual consolidation of ballast in crib

/ shoulders; (11) Removing and refixing of

traction bonds during the block in

electrified sections (12) Dressing of ballast

Note: 1. Tamping blocks are not identical

& it may be given at any time either

during day or night. 2. Stages of payment

a) 30% of the rate will be paid on

completion of pre tamping attention, b)

Balance 70% of the rate will be paid on

completion of post tamping. 3. Recovery

at the rate of twice the above applicable

rate will be effected in case contractor

fails to carry out pre/during/post operation.

4.Payment shall be made only once in

irrespective of numbers of TTRM packing

round and after restoration of normal

speed and restoration of complete ballast

Pre, during & post tamping operations, for

tamping of track on level crossing portion

on all types of track structure and density,

during traffic block, duly opening the road

surface by digging up to the required

width and up to 50mm below bottom of

sleeper to facilitate tamping, removing

and refilling ballast, adjustment of

deficient ballast if necessary by picking

from adjoining track/shoulder/cribs,

removing and refixing all inter locking

gears interfering, removing and re-fixing

of check rails and painting of running rail

& check rail with coal tar emulsion,

completing road surface to smooth

motorable condition after tamping is over,

in c lu d in g tightening of loose fittings,

replacement of broken/missing fittings,

correction of displaced sleepers to correct

position and as directed by Engineer in

38 155021 Level crossing with asphalted surface Sqm 60.00 449.86 26991.60

39 155022 Level crossing with CC block surface Sqm 10.00 388.11 3881.10

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

40 157020 Carrying out ancillary works required for Shift 10.00 2731.53 27315.30

UTV working under line block i.e., turning

of rails/ Sleepers and keeping in position

for fixing of UTV clamps to rail, keeping

rails/PSC Sleepers in position while loading

into BFR, removal of clamps on BFR for

releasing loaded rail/Sleepers, adjusting of

rails/Sleepers on BFR etc. by providing

minimum of three men in a shift of 8

hours, with all contractor's tools, all lead,

lift, crossing of tracks etc., complete and

as directed by the engineer - in - charge.

Note: In case, contractor provides less no.

of Labour, payment will be deducted for

each such person @ 2/3 rd of the accepted

Providing lighting arrangements with

halogen lamps on and around machine

during machine working in night time

blocks, with contractor's generator,

consumables, all necessary electrical

fittings, operators etc. Note: 1. Lighting

arrangement is to be provided as per

advance planning of Night Blocks and

written communication. 2. In case lighting

arrangement is made available but not

used due to non-availability of block,

payment @ 60% of the item rate shall be

made. 3. In place of Halogen, LED lamps of

equal lumen capacity may be used with

the approval of Engineer -in-Charge. 4. If

lighting arrangement fails during block,

recovery shall be made twice the rate per

KVA generator and 8x500 W)

Quick cutting with abrasive rail cutter of

all types of rail sections including wear

resistant, head hardened rails up to 110

UTS, with contractors tools & plants,

equipment, consumable with all lead & lift

etc. complete as directed by Engineer in-

charge. Abrasive Rail Cutter will be as per

RDSO Specification No. TM/SM/1 (Rev. 01

of 2012) with latest status of RDSO; Rail

Cutting Wheel Abrasive Disc will be as per

RDSO Specification No.TM/SM/2 (Rev. 01

Drilling holes of 16 mm to 32 mm dia. with

Rail Drilling machine including chamfering

with appropriate chamfering tools in all

types of rail section with contractor's tools

& plants, equipment, consumable with all

lead & lift etc. complete, as directed by

Engineer in-charge. Rail Drilling Machine

will be as per RDSO Specification No.

TM/SM/3, dated 24.04.1991.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

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.

1 Km for every subsequent Km or part

thereof and up to 10 Km

contractor's Rail Dolly / Dip Lorry

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 manner.

53 171051 From wagons during period of traffic block MT 50.00 210.29 10514.50

where handling by mechanical means is

54 171052 From wagons not involving traffic block or MT 30.00 146.43 4392.90

on lines, not opened to traffic but handling

by mechanical means is not possible

55 171053 From Wagon where mechanical handling MT 60.00 95.66 5739.60

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.

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

Loading, leading and unloading of all

types of P.Way fittings and all other

miscellaneous m a t e r i a l 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 unloading.

over item no. 172047

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

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 items.

74 172058 Extra for every Km per MT beyond 150 Km MT-Km 300.00 3.27 981.00

over item no. 172057

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 levied.

75 172061 From DMT - During period of traffic block MT 600.00 197.95 118770.00

76 172062 From DMT - Not involving traffic block or MT 20.00 140.52 2810.40

on lines, not opened to traffic

Collection, segregation and stacking of

various scattered P.Way materials at

nominated stacking location with

serviceable and un-serviceable ones

separately within a lead up to 500 metre

and lift up to 5 metre including crossing of

track(s) wherever necessary as directed

by Engineer-in-Charge.

78 173031 Rails, switches, crossings, SEJ, Glued MT 500.00 444.82 222410.00

Joints, Check Rails etc.

similar loose items

81 181010 Opening of level crossing up to required Sqm 100.00 436.89 43689.00

width from centre line of track for

replacement of sleepers by digging of

pucca road surface up to bottom of

sleeper, removing of ballast, muck etc.,

screening of ballast & stacking the same

near level crossing and disposing of all

debris, replacing the required sleeper duly

packing the sleeper to make fit for normal

traffic and closing of LC surface with

screened ballast to original level by proper

ramming and consolidation to smooth

motarable surface as directed by engineer

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

bending/machining and fixing of check

rails of all rail sections over PSC Sleepers

as per Railway's approved drawings &

specifications for level crossings / trolley

paths/inspection lines in yards duly cutting

rail flanges, wherever required to correct

alignment and level, drilling of holes with

machine in check rails and fixing to

Running rail and sleepers with all

Railway's fittings, e.g. rail screws / grip

expansion bolts, brackets, packing pieces,

bolts, washers etc including grinding of

brackets if required, fixing of Railway's

wooden blocks at flare ends duly cutting

and plaining, crossing of tracks and as

directed by the engineer in-charge Note: 1.

Drilling of holes in PSC Sleeper and fixing

of dowels shall be paid under relevant

item. 2. Required P.Way materials will be

supplied at SSE/P.Way stores.

83 184010 Painting of running rails and check rails of RM 1000.00 55.95 55950.00

any rail section of level crossing with anti-

corrosive paint on both sides of web, foot

etc. including liner contact area (excluding

bottom of foot) and fishing plane with two

coats of thickness of 100 microns each by

bituminous black paint confirms to IS-9862

of reputed make including painting of

liners, ERC surface preparation, i.e.

cleaning with wire brush / sand paper as a

complete job as per Para No 613 (2)(b)(iii)

of Indian Railways Permanent Way

Manual, as directed by Engineer in-

Manufacture, supply, assembly, erection,

commissioning and testing of Lifting

Barrier assembly, having fragmented

boom, boom light boxes with suitable gate

lamps, bell, boom supports (stay wires)

with adjusters, counter weight, pedestal

and lock posts with foundation of 'A' type

as required, turn-union wheel with

brackets, balance and auxiliary weights

clamps etc. to approved standard drawing

with all fittings and fastenings excluding

fringes, complete with contractor's men,

equipments and materials, as per

specifications and as directed.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

Manufacturing, fabricating and supplying

retro-reflective Engineering Indicator

boards, made of 2mm thick aluminium

sheet or 3mm thick aluminium composite

sheet, face to be fully covered with high

intensity encapsulated type heat activated

retro-reflective sheeting conforming to

type-IV of ASTM-D4956-01 in yellow &

black or other colour combination

including subject matter, message,

symbols, borders etc. as approved by

Engineer In-charge or as per IRPWM

guidelines, pasted on substrate by an

adhesive backing which shall be activated

by applying heat and pressure conforming

to class-2 of ASTM-D-4956-01 and fixing

the same with suitable sized aluminium

alloy rivets @ 20 cm c/c to back-support

frame of M.S. angle iron of size 25mm

x25mm x 3mmprovided all along the

edges of board with theft resistant

measures back side of board shall be with

non-peelable weatherproof paint,

consisting of one coat of zinc chromate

primer and two coats of epoxy paint.

Vertical post shall have black & white anti-

corrosive paint or powder coating

complete, as directed.

86 202021 Caution Indicator Board of size Each 10.00 6572.25 65722.50

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

87 202022 Speed Indicator Board of equilateral Each 10.00 5674.99 56749.90

triangular shape having each side of

1000mm with back support frame fixed to

vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

89 202024 Termination Indicator Board of Circular Each 10.00 7943.03 79430.30

shape having diameter of 1000mm with

back support frame welded to vertical post

of MS angle of size 50mmx50mmx6mm of

Hiring of machinery for minor

miscellaneous works for short duration

including operator/driver, fuel, lubricants

and consumable. The contractor shall

arrange all statutory permits as required

by rules and regulations prevailing in the

area of work. Payment shall be made for

actual working hours at site.

90 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 300.00 808.64 242592.00

with minimum 1.10 cum bucket capacity

91 211202 Hydra or similar tyre mounted Pick-n-Carry Hour 200.00 940.74 188148.00

crane of 12T capacity for misc. works of

handling of material