Ajni - Construction of Pit line at Coach Care Complex Ajni beside Pit No. 02.

01-Part-(01)- Proposal for Construction of 4 tier Pit line for inspection of Above/

02-Part-(02)(A) - P. Way - Ajni-Construction of 4 tier pit line for

03-Part-(02)(B) - Supply of Ballast - Ajni-Construction of 4 tier pit line for

04-Part-(02)(C) - Earthwork - Ajni-Construction of 4 tier pit line for

05-Part-(02)(D) - Welding - Ajni-Construction of 4 tier pit line for

06-Part-(02)(E) - Non P.Way Item - Ajni-Construction of 4 tier pit line for

trainset at Coach Care Complex Ajni beside pit no 2 under ADEN(HQ)NGP Subdivision.

Item- 01 MS ITEMS (DSR-2023 ITEMS)

S No. Item Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including loading,

unloading and stacking

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 4700 494.1 2322270

similar unserviceable, dismantled or waste

material by mechanical transport including

1 loading, transporting, unloading to approved

municipal dumping ground for lead upto 10 km

for all lifts, complete as per directions of

Engineer-in-charge.

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding

1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, for

all lift, including getting out the excavated soil

and disposal of surplus excavated soil as

directed, within a lead of 50 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

4.1.5A 1:3:6 (1 Cement : 3 manufactured sand derived cum 250 6347.75 1586937.5

from Recycled Concrete Aggregate (RCA) : 6

graded stone aggregate 20 mm nominal size

Recycled Concrete Aggregate (RCA) )

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 450 392.15 176467.5

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 2000 842.5 1685000

5 pilasters, buttresses, plinth and string courses

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

5.9.5 Lintels, beams, plinth beams, girders, Sqm 1000 736.4 736400

bressummers and cantilevers

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 221500 107.85 23888775

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

5.33 accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for all

leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge, for the

following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 1300 9504.75 12356175

content of 330 kg /cum

5.33.1.2 Concrete of M30 grade with minimum cement cum 1500 9655.7 14483550

content of 350 kg /cum

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 5000 133.7 668500

in built up sections, trusses and framed work,

10 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 300 2434.25 730275

equivalent design mix)

Dismantling C.I. pipes including excavation and

refilling trenches after taking out the pipes,

manually/ by mechanical means breaking lead

15.45 caulked joints, melting of lead and making into

blocks including stacking of pipes & lead at site

within 50 metre lead as per direction of

Engineer-in-charge:

16.0 ROAD WORK

16.49S MISCELLANEOUS

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Construction of granular sub-base by providing

close graded Material conforming to

specifications, mixing in a mechanical mix plant

at OMC, carriage of mixed material by tippers to

work site, for all leads & lifts, spreading in

uniform layers of specified thickness with motor

grader on prepared surface and compacting

with vibratory power roller to achieve the

desired density, complete as per specifications

and directions of Engineer-in-Charge.

16.78.1 With material conforming to Grade-I (size range cum 700 2784 1948800

75 mm to 0.075 mm) having CBR Value-30

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, and all CPVC plain

& brass threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

( Internal work - Exposed on wall )

18.59S AIR VALVE & WATER METER (BULK TYPE)

Providing and laying S&S Centrifugally Cast

18.72 (Spun) / Ductile Iron Pipes conforming to IS :

Schedule 02-Part-(02)(A) - P. Way - Ajni-Construction of 4 tier pit line for inspection of Vande Bharat

trainset at Coach Care Complex Ajni Beside pit no. 2.

Item- 01 MS ITEMS (USSOR-2021 ITEMS)

S No. Item Description of Item Unit Qty Rate Amount

Providing and laying in position Plain cement

concrete of specified Nominal Mix for

miscellaneous works like side drains, foundation

for OHE masts and other miscellaneous

structures excluding the cost of Cement,

centering and shuttering - All work up to plinth

graded stone aggregate 20 mm nominal size)

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Laying and linking all types of turnouts,

diamond crossings and Derailing switches with

52Kg / 60Kg rail section on PSC sleepers on

ballast bed, prepared after dismantling &

removal of existing turnout/normal line during

TTR/yard remodeling under traffic block, as per

standard drawing, duly leading sleepers, rails,

switches, crossings, fastenings including rail

cutting, drilling, fixing of all components,

fittings with housing of tongue rails as per

requirement of signaling, preparing ballast bed,

filling and spreading of ballast as required,

linking of turnout with track, attending track

parameters including lifting, providing one

round of packing to make track fit for 20 kmph

speed including lubrication of fittings/fastening,

complete as directed by Engineer in-charge.

Note: Payment for dismantling & removal of

existing turnout/normal line,

transportation/stacking of released material and

preparing of ballast bed is not included in this

item and shall be paid under relevant item.

Lifting the newly inserted BG 60 Kg. / 52 Kg.

turnouts/ trap switches to required level to

provide full ballast cushion as per approved

drawings after initial laying with Railway's stone

ballast in convenient stages including one round

of through packing after completion of final

stage of lift, levelling, aligning, gauging and

boxing to standard profile to make it fit for 20

kmph with all lead and lifts, complete in all

respect and as directed by the Engineer-in-

charge. Note: 1. The item shall be used only

when UNIMAT is not available for the work

before the turnout is opened for operation. 2.

Leading and dumping of ballast will be paid

separately under relevant item.

4 083010 Lifting and packing for regrading the existing TRM 100.00 185.83 18583.00

PSC sleeper track to required height / level in

stages not exceeding 75mm or part thereof at a

time, providing permissible ramp for the track,

insertion of moorum / sand / stone ballast

uniformly under the existing track and placing

the same to safe approved gradient, gauge,

cushion including levelling and one round of

through packing to allow train movement at

restricted speed of 30 kmph for a specified

length with all leads & lifts and fixing, marking,

painting rail level pegs at every 30m interval.

Note: Lifting of track shall be done in stages as

per procedure prescribed in latest edition of

IRPWM to get the proposed final level as per

approved working profile, as directed by

Engineer in-charge.

5 083011 Extra for additional lift over 75mm for every TRM 100.00 28.79 2879.00

50mm lift or part thereof up to 275mm for item

nos. 083010 for each TRM.

6 083030 Boxing and profiling of ballast as per procedure TRM 100.00 27.33 2733.00

prescribed in latest edition of IRPWM including

cess dressing on both sides of track. The work

will include removing excess ballast from track

and putting the same in crib and shoulder by

leading to a maximum of 50m including

crossing of track, deweeding on ballast section

etc and as directed by Engineer-In charge.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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

Shifting & pairing of rails / panels unloaded

alongside existing running track to adjoining

formation of a new line including crossing of

one track, duly lifting & pushing rail / panel

without damaging it and taking all necessary

precautions, so as not to infringe the running

track, as directed by Engineer in-charge. Note:

The rail barricading, if disturbed during working,

should be restored to its original condition by

the agency including re-fixing & concreting as

8 122012 Rail length up to 13m - Under Conditions not RM 1400.00 16.86 23604.00

requiring Traffic Block

Providing Centre Line / Rail Level, reference

Pegs on formation at an interval of 30 metres

on one side or at centre of proposed / existing

track, as directed by engineer in-charge for

linking of new track / CTR / Deep Screening /

Lifting / Lowering works, duly embedding in

formation including marking with contractor's

paint. Note: (1) Rails/tie bar of suitable size bar

shall be supplied by the Railways from nearest

Stores Depot. In case of hard wood peg, the

hard wood will be supplied by the contractor.

(2) Excavation and concrete work, if required,

will be paid separately.

10 123020 Installation of reference points for track centre Each 26.00 587.58 15277.08

line in main and loop lines, in straight or curve

portion, SRJ for turnouts, heel of crossing (HOC),

locations of derailing switches, switch

expansion joints etc. away from formation on

firm ground at known offset with MS Angles of

50mmx50mmx5mm thick of length 1.80 m

each, founded in concrete block of size 30cm x

30cm x 45cm of nominal mix 1:3:6, including

painting to reference pegs with two coats of

enamel paints on exposed surface, as directed

by Engineer In charge. Note: Earth work and

Cement concrete will be paid under relevant

11 123030 Spreading of ballast, from existing stacks cum 500.00 38.64 19320.00

available along formation on top or at cess, in

required uniform thickness, compaction of

ballast layer laid on new formation at all the

locations with smooth wheeled power roller of

8-10 tonne capacity to sufficient number of

passes to form consolidated ballast bed of

approximately 250mm thickness to a width of

4m symmetrical to centre line of proposed track

in correct line & level with all ascents &

descents, as directed by Engineer in-charge.

Note: Item is inclusive of (a) providing ramp for

taking roller to formation and removing the

same & making good formation after

completion of work; (b) redistribution & leveling

of excess ballast while rolling to obtain uniform

plane cambered surface.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Linking of BG track (except at LC, Bridges and

SEJs) with any type of rail section and sleeper of

specified density, on ballast bed spread and

compacted with suitable roller, over prepared

formation including leading free rails/welded

panels available along the alignment on to

formation, leading and spreading all fittings and

fastenings, spreading of sleepers at specified

spacing, squaring, placing of rails over sleepers

and fixing rails to sleepers with all types of

fittings and fastenings to correct gauge &

alignment, lubrication of fittings and fastenings

with contractor's grease as per IRPWM

standards with contractors labour, tools,

consumables, with all lead, lifts etc. complete

and raising, levelling and initial packing of track

to make it fit for 30 kmph and meet other

prerequisites prescribed in Indian Railway Track

Machine Manual for deployment of Tamping

Machine. Note: 1.Rail cutting and Hole drilling

shall be paid separately. 2.Spreading of ballast

and compaction shall be paid separately under

12 123042 For sleeper density of 1540 sleepers per km TRM 100.00 264.90 26490.00

13 123080 Carrying out cut & connection to the existing Each 1.00 66252.85 66252.85

PSC sleeper track under line block of any rail

section and sleeper density to connect the

same to newly linked track which is laid by the

side, duly carrying out cutting of rails, insertion

of additional PSC sleepers, if required, providing

fish plated joints including drilling of holes,

slewing required length of both tracks to

prescribed alignment, adjusting sleeper

spacing, providing continuity to track, spreading

of ballast to provide cushion, shoulder ballast to

the track stretch, giving one round of initial

packing to make track fit for 20 kmph speed

and boxing of ballast to profile as directed by

Engineer in charge.

14 123110 Fixing all types of free rails / rail panels over pit TRM 600.00 150.13 90078.00

line for BG track with inserts, elastic rail clips,

MS liners and grooved rubber pads below rail to

correct spacing, gauge, alignment and level

with above fittings & fastenings in position, duly

providing full complements of rail fittings.

Required nos. of inserts per bearing shall be

fixed at the time of concreting bed block over

pit wall to correct spacing, centre to centre,

alignment & levels as per IR's approved

Through packing of track, as per procedure

prescribed in latest edition of Indian Railways

Permanent Way Manual

15 131011 For PSC sleeper Track with Sleeper Density of TRM 100.00 108.42 10842.00

1540 Sleepers/Km or more

Picking up of slacks in track of all sleeper

density, duly opening up ballast, gauging,

alignment, correcting longitudinal & cross

levels, packing, boxing of ballast and dressing

the same under traffic conditions as per

procedure prescribed in latest edition of IRPWM

and as directed by Engineer in-charge. Note: In-

charge section Engineer should identify

locations requiring packing and obtain prior

approval of DEN/XEN before execution of the

work when there is no Zonal Track Maintenance

agency deployed in the section.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL 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.

17 131031 For PSC Sleeper Track with Sleeper Density of TRM 100.00 130.11 13011.00

Through packing of points and crossings,

derailing switches including gauging, fittings

recoupment, ballasting as required, elimination

of sag and to the required alignment after Deep

Screening as per procedure prescribed in latest

edition of IRPWM complete as per direction of

Engineer-in-charge. Note: This work shall be

operated in exceptional cases with written

approval at DEN level when UNIMAT is not

available and immediate packing is required to

pass train over it.

Maintenance of track on main line & loops,

Points & crossings etc. including special

attention to section for carrying out various

maintenance works listed in Indian Railways

P.Way Manual / Bridge Manual for safe running

of goods and passenger trains with contractor's

tools / labours etc. complete, as directed by

Engineer in-charge. Note: Contractor shall

arrange one gang at any point of time

comprising of minimum specified labours with

sufficient experience in P.Way working.

19 136041 One mobile Gang comprising of 15 physically fit Gang 60.00 14333.53 860011.80

labours plus 1 Mate. Note: (1) In case, Day

contractor provides less no. of Labour/Mate or

for non availability of vehicle, payment will be

d e d u c t e d for each such person or non-

availability of vehicle @ 20% of the accepted

item rate, separately for each shortfall. (2) The

Contractor shall keep one pick up Truck of

minimum 1.5T payload capacity with Driver all

the time and all expenditures for running at an

average of 80 kms per day shall be born by the

Anti-corrosive painting of rail outside track on

rail bottom, web, 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 surface preparation, as

a complete job as per procedure prescribed in

latest edition of IRPWM.

Marking, inscribing, painting, writing, bordering

etc. on new / old iron surface at various

locations of Points & Crossings with details of

turn-in / turn-out reference station mark on rail

web for one set, duly preparing surface with

contractor's wire brush and applying two coats

of yellow synthetic enamel paint of approved

quality as background and stenciling the details

to suitable size, as described for every curve

reference station mark / switch / crossing

details with black enamel paint of approved

quality complete, as directed : Note: Stenciling

of letters is only permitted. No hand written

letters are accepted.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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.

24 161050 Drilling holes of specified size for bond holes Each 32.00 36.27 1160.64

with 7.2mm dia drill twist to correct spacing and

location on 60kg/52kg rails on cess or under

traffic block with contractor's tools and plant,

equipment, consumable, labour etc complete as

directed by the Engineer in charge at site.

25 162010 Sleeper Spacing, Re-spacing / Squaring of Each 280.00 71.85 20118.00

sleeper by Hydraulic Sleeper Spacer with

contractor's tools & plants, equipment,

consumable with all lead & lift etc. complete, as

directed by Engineer in-charge. Hydraulic

Sleeper Spacer shall be as per RDSO's

Specification No. TM/SM/17, dated 31.03.1992.

Loading of rails of any section and length up to

13 metres in Wagons / Truck / trailer including

lead up to 50 metres and lift up to 5 metres.

26 171011 In wagons during period of traffic block where MT 84.00 296.69 24921.96

handling by mechanical means is not possible

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

27 171024 I n Wagon where mechanical handling is MT 6.00 117.10 702.60

possible and traffic block is not required or in

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.

28 171053 From Wagon where mechanical handling is MT 90.00 87.44 7869.60

possible and traffic block is not required or in

Truck / trailer.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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 levied.

29 172014 I n Wagon where mechanical handling is MT 98.00 89.70 8790.60

possible and 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 levied.

30 172024 I n Wagon/Truck / trailer where mechanical MT 32.00 116.66 3733.12

handling is possible a n d traffic block is not

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.

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.

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.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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 levied.

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

35 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 200.00 752.64 150528.00

minimum 1.10 cum bucket capacity

36 211202 Hydra or similar tyre mounted Pick-n-Carry Hour 200.00 889.42 177884.00

crane of 12T capacity for misc. works of

handling of material

37 211203 Tractor with Trolley for local transportation or Hour 100.00 199.17 19917.00

other misc. works.

38 211250 Manufacturing and fixing buffer stop with Each 1.00 15481.58 15481.58

Railway supplied rails, cutting, including

bending of rails as per plan ,with all contractor's

labour, materials, tools, plants etc. and all lead

and lift including crossing of track where

necessary and as directed by Engineer in

charge at site. Note: Excavation, fixing rails in

cement concrete, drilling of holes will be paid

Schedule 03-Part-(02)(B) - Supply of Ballast - Ajni-Construction of 4 tier pit line for inspection of

Vande Bharat trainset at Coach Care Complex Ajni Beside pit no. 2.

Item- 01 MS ITEM (USSOR 2021 ITEM)

S No. Item Description of Item Unit Qty Rate Amount

Manufacturing, supply and stacking of machine

crushed Track Ballast conforming to RDSO

Specification (IRS-GE-1) with latest correction

slips at Railway depot or nominated location.

Note: Distance of nearest quarry mentioned in

each sub-item is only for the purpose of

selecting the items for preparation of

estimates/tender schedule, based on the

minimum distance between nearest quarry and

centre of supply points and will not affect the

selection of quarry during physical supply in

any way till prescribed specification is met fully.

1 085011 When distance of nearest quarry is up to 10 km cum 500.00 831.46 415730.00

Schedule 04-Part-(02)(C) - Earthwork - Ajni-Construction of 4 tier pit line for inspection of Vande

Bharat trainset at Coach Care Complex Ajni Beside pit no. 2

Item- 01 MS ITEM (USSOR 2021 ITEM)

S No. Item Description of Item Unit Qty Rate Amount

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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

s l i p s . 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 guidelines.

Schedule 05-Part-(02)(D) - Welding - Ajni-Construction of 4 tier pit line for inspection of Vande

Bharat trainset at Coach Care Complex Ajni Beside pit no. 2

Item- 01 MS ITEM (USSOR-2021 ITEM)

S No. Item Description of Item Unit Qty Rate Amount

25mm gap Cess Welding with Railway's welding

portion and finishing of weld to meet the

prescribed tolerances and pass all stipulated

tests with Contractor's 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 all required handling and rehandling

of rails, marking of welded joint, painting weld

collar with anticorrosive paint, as directed by

Engineer in charge. Note: 1 . Only welding

portion and related accessories as per

Annexure - I shall be supplied by Railways. 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.

crucible fitted with Automatic Tapping Thimble,

3 pieces Mould (Zircon washed) and

Compressed Air Petrol/LPG pre heating

Schedule 06-Part-(02)(E) - Non P.Way Item - Ajni-Construction of 4 tier pit line for inspection of

Vande Bharat trainset at Coach Care Complex Ajni Beside pit no. 2

Item- 01 NS ITEM (USSOR-2011 Item No 274110)

S No. Item Description of Item Unit Qty Rate Amount

1 01 Removing stacked & demarcated muck debris cum 1000.00 139.84 139840.00

etc. from various locations in track areas

between platforms, yards along the track in

section etc. and disposing off the same beyond

railway land as per the local corporation/council

rules. The rate includes all lead, lift etc.

complete and levelling the area after removal.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY