Augmentation of Vadlapudi Wagon Workshop for enhancement of POH out turn from 300 to 600 wagons at Wagon Work shop, Vadlapudi, Visakhapatnam in Waltair Division of East Coast Railway.

Stabling Line, Site Development and allied works.

CAO/C/WAT-ENGINEERING/ECOR

Item- 1 G1/A1 - Execution of Works covered under ECoR-USSOR-2021

S No. Item Description of Item Unit Qty Rate Amount

1 011032 Earthwork in filling in embankment, guide cum 25000.00 441.75 11043750.00

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 guidelines. : USING SOIL CLASS SQ2

: (ECoR USSOR 2021-Ver-3)

2 012011 Earthwork in cutting in formation, trolley cum 84000.00 104.45 8773800.00

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. : IN ALL CONDITIONS

AND CLASSIFICATIONS OF SOIL EXCEPT ROCK

: (ECoR USSOR 2021-Ver-3 )

CAO/C/WAT-ENGINEERING/ECOR

3 012030 Mechanical manufacturing of blanketing cum 23000.00 2314.98 53244540.00

material by using only hard and durable stone

crushed in mechanical crusher to different

gradations, wet mixing of the same in

designed proportion in Pug mill or wet mix

plant to have uniform gradation including all

incidental transportation, laying over finished

formation in uniform layer(s) with motor

grader, compaction with suitable vibratory

roller to specified density and finishing to

correct profile, complete as per RDSO

Specification No. RDSO/2020/GE: IRS-0004

with latest correction slips. Note: This item

shall be used only when entire constituent of

blanketing material is mechanically

manufactured by crushing of hard and

durable stone into desired gradation of

designed proportion. : (ECoR USSOR 2021-

4 022011 Earthwork in excavation by mechanical means cum 3071.00 194.13 596173.23

(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. : ALL

KINDS OF SOILS : (ECoR USSOR 2021-Ver-3 )

5 022040 Providing and laying in position machine cum 287.00 3777.08 1084021.96

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) using 20mm graded

crushed stone aggregate and coarse sand of

approved quality in RCC raft foundation & Pile

cap including finishing, using Plasticiser in

approved proportions (as per IS:9103), to

modify workability without impairing strength

and durability complete as per specifications

and direction of the 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 for not

using plasticiser at the stage of Mix Design

and in that case deduction shall be made as

per relevant item. : (ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

6 022052 Providing and laying in position machine cum 170.00 3842.31 653192.70

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) using 20mm graded

crushed stone aggregate and coarse sand of

approved quality for the following Reinforced

cement concrete structural elements up to

height of 9.0 m from foundation top level,

including finishing, using Plasticiser in

approved proportions (as per IS:9103), to

modify workability without impairing strength

and durability complete as per specifications

and direction of the 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 for not

using plasticiser at the stage of Mix Design

and in that case deduction shall be made as

per relevant item. : WING WALL AND RETURN

WALL : (ECoR USSOR 2021-Ver-3)

7 022070 Providing and fixing Weep Holes in Metre 190.00 276.80 52592.00

Abutments, Wing walls and Return walls etc.,

of new bridges with 110mm dia UPVC pipe

Type A ISI marked with all contractor's men,

material, transportation, all taxes as per

specifications and as directed by Engineer-in-

Charge. : (ECoR USSOR 2021-Ver-3)

8 024010 Providing and casting machine batched, cum 835.00 4154.79 3469249.65

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 relevant item.

: (ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

9 024020 Providing and laying in position machine cum 275.00 3777.08 1038697.00

batched, machine mixed and machine

vibrated Design Mix Cement Concrete, mixed

in Mobile Concrete Batching/Mixing Plant at

site or RMC from approved plants, of specified

grade (cast in-situ) using 20mm graded

crushed stone aggregate and coarse sand of

approved quality in Drop and curtain wall and

alike structures below bed level, complete in

all respect as per drawings and technical

specifications to the satisfaction of Engineer-

in-Charge. Note: Payment for cement,

reinforcement and shuttering shall be made

extra. : (ECoR USSOR 2021-Ver-3)

10 025020 Providing and applying two coats of coal tar or Sqm 666.00 126.98 84568.68

bitumen confirming to IS:3117- latest version

on the top and sides of RCC box/slabs @ 1.70

kg/sqm after cleaning the surface with all

labour and materials complete job as directed

by the Engineer. : (ECoR USSOR 2021-Ver-3)

11 025031 Centering and shuttering including strutting, Sqm 4410.00 665.63 2935428.30

propping etc. and removal of form for : All

types of bridge sub-structures, 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 : (ECoR USSOR 2021-Ver-

12 025032 Centering and shuttering including strutting, Sqm 261.00 868.54 226688.94

propping etc. and removal of form for : All

types of bridge super-structures, e.g. slabs, I-

girders, T-girders, Box girders etc. up to 5m

above ground level. : (ECoR USSOR 2021-Ver-

13 025072 Supply and using Cement at Worksite : MT 456.00 8819.69 4021778.64

ORDINARY PORTLAND CEMENT 53 GRADE OF

APPROVED BRANDS/MAKES : (ECoR USSOR

14 025082 Supply of steel reinforcement of approved Kg 150000.00 102.40 15360000.00

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete. : THERMO-

MECHANICALLY TREATED BARS OF GRADE FE-

500D OR MORE OF APPROVED

BRANDS/MAKES. : (ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

15 031030 Providing and launching in position machine cum 61.00 3777.08 230401.88

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) using 20mm graded

crushed stone aggregate and coarse sand of

approved quality for the Precast Prestressed

(Pre-tensioned) concrete girder/slab in

contractor's casting yard, including finishing,

using Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability, complete as

per specifications and direction of the

Engineer. Note: 1. Payment for Shuttering,

Cement, Reinforcement, HTS cables including

stressing and launching of girder/slab in

position shall be made extra under relevant

items. However, deduction shall be made in

case of slab as per relevant item. 2. For pre-

cast item, loading in transport vehicle in

casting yard is included and shall not be paid

extra. 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

and in that case deduction shall be made as

per relevant item. : (ECoR USSOR 2021-Ver-3)

16 031040 Providing, fabricating & fixing in position to MT 3.34 202324.70 675764.50

exact design profiles, H.T.S. cables of all

classification made from Low Relaxation

strands conforming to IS:14268- latest version

in Prestressed (Post-tensioned) Concrete

girders/slabs etc. including supplying, cutting,

making into cables with necessary spacers,

colour coding, protecting with water soluble

oil at all time, anchoring of cables, supplying

and placing spiral corrugated type galvanized

metal steel ducts sheathing made up of Cold

Rolled Cold Annealed (CRCA) mild steel

conforming to IS:513 of required diameter/

thickness, vent pipe, placing, bending,

routing, fixing, stressing & grouting of cable

ducts with cement grout, Anchorage sets in

required number with provision for future

prestressing if any including all lead and lift

with contractor's own materials, labour,

equipments etc. complete as per drawings &

specifications. Rate also includes covering

anchorage pads with epoxy mortar of

approved quality to avoid corrosion. Cement

for grouting to be paid separately. Payment

shall be made in terms of weight of HTS

cables as per drawing. : (ECoR USSOR 2021-

17 031060 Extra for using HDPE sheathing in place of Metre 394.00 61.81 24353.14

CRCA sheathing: (ECoR USSOR 2021-Ver-3)

18 041321 Launching in position, by any approved MT 170.00 1164.83 198021.10

method, pre-fabricated Steel Girders, precast

PSC girders/slabs, casted at casting bed

developed at site, to correct alignment and

level over the bed block / pedestal with all

required arrangements, complete in all

respect. : PSC GIRDERS / SLABS : (ECoR

USSOR 2021-Ver-3)

19 051030 Supplying of stone boulders weighing not less cum 179.00 1347.74 241245.46

than 35 kg each at specified bridge locations:

(ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

20 051060 Providing and laying Pitching with Stone cum 109.00 2044.84 222887.56

Boulders, weighing not less than 35kg each

with voids filled with spalls on slopes, laid over

prepared filter media including boulder apron

laid dry in front of toe of embankment

complete as per drawing and Technical

Specifications (filter media to be paid

separately under the relevant item). : (ECoR

USSOR 2021-Ver-3)

21 052020 Flooring in Bridges : Providing and laying cum 40.00 2434.79 97391.60

300mm thick (average) Dry Stone flooring

with boulders of not less than 35kg each in

weight, hand packed with surface levelled off

to the correct section with hammer dressing

as necessary on the ground including filling

the gaps with quarry spalls and ordinary sand

complete including cost of supply of all

materials, labour, lead, lift, tools, plants,

crossing of tracks and the like as per drawing

and technical specification as directed by

Engineer in charge. : (ECoR USSOR 2021-Ver-

22 052240 Supplying, spreading and filling coarse sand cum 230.00 1841.69 423588.70

(no cohesive materials to be used) of

approved quality including watering and

ramming in foundation, behind the abutment,

wing wall, retaining wall in layers not

exceeding 150mm thick including its

compaction as per direction of Engineer-in-

charge. The rate includes all lead, lift, ascent,

descent, crossing of Railway line etc.

complete with contractor's labour, materials,

tools and plant. : (ECoR USSOR 2021-Ver-3)

23 061011 Pulling & positioning of rails accurately on RM 38000.00 8.49 322620.00

cess including supporting rails, providing

required gap and squaring at ends for renewal

preparation, as directed by Engineer in-

charge. : UP TO 40 M LONG RAIL PANEL :

(ECoR USSOR 2021-Ver-3)

24 061021 Dismantling and removing rail of all section & TRM 100.00 41.65 4165.00

length from track, laid on any type & density

of sleeper by removing fish plates, fastenings

& fish bolts and other materials including

stacking all released materials within an

average distance of 500 metres as directed by

Engineer in-charge. Note: 1.Cutting of rails

shall be paid separately. 2.Work to be done

under traffic block. : FOR THROUGH RAIL

RENEWAL WORK : (ECoR USSOR 2021-Ver-3)

25 063011 Fixing of fish plates with fish bolts on a joint of Joint 2310.00 181.67 419657.70

all rail sections duly lubricating fish

plates/bolts with contractor's grease graphite

in running track condition including

transportation of fish plates and fish bolts

from nearest station / store / level crossing.

Note: Rail cutting & drilling to be paid

separately. : FISH PLATES WITH 4 FISH BOLTS.

: (ECoR USSOR 2021-Ver-3)

26 063012 Fittings/Lubrication Works : Fixing of fish Joint 250.00 253.16 63290.00

plates with fish bolts on a joint of all rail

sections duly lubricating fish plates/bolts with

contractor's grease graphite in running track

condition including transportation of fish

plates and fish bolts from nearest station /

store / level crossing. Note: Rail cutting &

drilling to be paid separately. : Fish plates of 6

bolts. : (ECoR USSOR 2021-Ver-3)

27 063110 Lubrication of gauge face of rail on curves, RM 5000.00 3.58 17900.00

cross overs, points & crossings, turn-in curves

and at locations as required with contractor's

grease graphite grade "O" IS 408 and as

directed. : (ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

28 064052 Gas cutting of rail of various sections with Each 5840.00 112.21 655306.40

contractor's tools & plants, as directed by

engineer in-charge : RAIL SECTION OF 52KG

AND ABOVE : (ECoR USSOR 2021-Ver-3)

29 065031 Assembling and Laying of Improved Switch Set 20.00 6210.64 124212.80

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. : UNDER

CONDITIONS NOT REQUIRING TRAFFIC BLOCK

: (ECoR USSOR 2021-Ver-3)

30 072031 Assembling on temporary staging and Set 1.00 56552.80 56552.80

insertion of all types of turnouts including

diamond crossings and derailing switches on

prepared ballast bed during traffic block,

manually or by contractor's cranes, at

specified location with 52Kg / 60Kg rail section

on PSC sleepers with Railways rails/sleepers

available anywhere within 500m as per

standard drawing, duly leading sleepers, rails,

switches, crossings, fastenings etc. including

rail cutting, drilling, fixing of all components,

fittings etc. with housing of tongue rails as per

requirement of signaling including crossing of

track, filling and spreading of ballast in crib

and shoulder as required, linking of turnout

with existing track, attending track

parameters including lifting, providing one

round of packing to make track fit for 20 kmph

speed including lubrication of

fittings/fastenings, complete in all respect and

as directed by Engineer in-charge. Note:

Required P.Way fittings shall be supplied at

the SSE/P.Way stores. : 1 IN 8½ TURNOUTS :

(ECoR USSOR 2021-Ver-3)

31 072041 Laying and linking of turnouts of all types Set 38.00 42553.21 1617021.98

including diamond crossings & Derailing

switches with 52Kg / 60Kg rail section on PSC

sleepers on prepared ballast bed for New lines

or during total closure of section at indicated

location 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/fastenings, complete as

directed by Engineer in-charge: 1 IN 8½

TURNOUTS : (ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

32 072046 Laying and linking of turnouts of all types Set 4.00 9372.87 37491.48

including diamond crossings & Derailing

switches with 52Kg / 60Kg rail section on PSC

sleepers on prepared ballast bed for New lines

or during total closure of section at indicated

location 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/fastenings, complete as

directed by Engineer in-charge. : Derailing

Switch : (ECoR USSOR 2021-Ver-3)

33 083030 Boxing and profiling of ballast as per TRM 19000.00 24.39 463410.00

procedure 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. : (ECoR

USSOR 2021-Ver-3)

34 093012 Flash Butt Welding of 90 UTS rails and Each 2900.00 4108.21 11913809.00

finishing of weld to meet the prescribed

tolerances and pass all stipulated tests,

conforming to IR's Manual for Flash Butt

Welding of Rails with latest amendment, using

contractor's self-propelled rail cum road /

Mobile FBW Plants, tools, equipments and

consumables. Item also includes painting with

anticorrosive paint as approved and marking

of welded joints, pre-straightening & post-

straightening of panels and USFD testing of

finished weld as directed by Engineer in-

charge. : 60 KG ON CESS : (ECoR USSOR

35 122012 Shifting & pairing of rails / panels unloaded RM 38000.00 15.05 571900.00

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 required. : RAIL LENGTH UP TO

13M - UNDER CONDITIONS NOT REQUIRING

TRAFFIC BLOCK: (ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

36 123030 Laying & Linking Works : Spreading of ballast, cum 31000.00 46.27 1434370.00

from existing stacks 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. :

(ECoR USSOR 2021-Ver-3)

37 123041 Linking of BG track (except at LC, Bridges and TRM 18900.00 271.21 5125869.00

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 relevant item. : FOR

SLEEPER DENSITY OF 1660 SLEEPERS PER KM

: (ECoR USSOR 2021-Ver-3)

38 131032 First or Second Through Packing of track of all TRM 18900.00 127.76 2414664.00

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. : FOR PSC SLEEPER

TRACK WITH SLEEPER DENSITY OF 1660 :

(ECoR USSOR 2021-Ver-3)

39 131041 Third or subsequent Through Packing of track TRM 18900.00 89.34 1688526.00

for all sleeper density including picking of

slacks, as required after second through

packing, subsequent to Deep Screening work

as per procedure prescribed in latest edition

of IRPWM. This item can also be used after

lifting/regrading/realignment works also. Note:

General lift is normally 25 mm and isolated lift

may be up to 50 mm. : FOR PSC SLEEPER

TRACK WITH SLEEPER DENSITY OF 1540 :

(ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

40 131051 Through packing of points and crossings, Set 39.00 10631.25 414618.75

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. : 1 in 8½ PSC layout : (ECoR USSOR

41 131054 Through packing of points and crossings, Set 4.00 1514.21 6056.84

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. : 1 in 8½ Derailing Switch : (ECoR

USSOR 2021-Ver-3)

42 135013 Destressing Works : De-stressing of LWR/CWR TRM 13000.00 33.95 441350.00

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, if any. : WITHOUT

RAIL TENSOR : (ECoR USSOR 2021-Ver-3)

43 136013 Fixing Joggled Fish Plates with bolt / clamp Set 50.00 146.02 7301.00

(supplied by Railway from nearest SSE Store)

in running track conditions at welds on rail, as

directed by engineer in-charge (drilling of

holes in rail, if required, shall be paid

separately). : WITH CLAMPS: (ECoR USSOR

44 137011 Marking and Painting Works : Anti-corrosive RM 38000.00 63.00 2394000.00

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. : FOR 60 KG RAILS :

(ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

45 137073 Marking, inscribing, painting, writing, Set 39.00 847.63 33057.57

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. : 1 IN 8½ TURNOUT: (ECoR USSOR

46 137074 Marking, inscribing, painting, writing, Set 4.00 423.82 1695.28

bordering etc. on new / old iron surface at

various locations of Points & Crossings with

details of turnin / 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. : Derailing Switch : (ECoR USSOR

47 161011 Rails : Quick cutting with abrasive rail cutter Each 6740.00 303.09 2042826.60

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

UTS - OUTSIDE TRACK : (ECoR USSOR 2021-

48 161014 Rails : Quick cutting with abrasive rail cutter Each 10.00 384.24 3842.40

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

UTS - On Running Line : (ECoR USSOR 2021-

49 161041 Drilling holes of 16 mm to 32 mm dia. with Each 10240.00 52.94 542105.60

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.

: OUTSIDE TRACK : (ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

50 163020 Fittings : Measuring of Toe Load of ERC during Each 126000.00 4.73 595980.00

service in field by Electronic Toe Load

Measuring Device with contractor's tools &

plants, equipment, consumable with all lead &

lift etc. complete, as directed by Engineer in-

charge. Electronic Toe Load Measuring Device

will be as per RDSO's Specification

No.TM/SM/ETLMD/218 dated 13.9.2012. :

(ECoR USSOR 2021-Ver-3)

51 171014 Rails : Loading of rails of any section and MT 2200.00 132.13 290686.00

length up to 13 metres in Wagons / Truck /

trailer including lead up to 50 metres and lift

up to 5 metres. : IN WAGON WHERE

MECHANICAL HANDLING IS POSSIBLE AND

TRAFFIC BLOCK IS NOT REQUIRED OR IN

TRUCK/TRAILER. : (ECoR USSOR 2021-Ver-3)

52 171024 Loading of tongue rail, stock rail, switch MT 524.00 128.97 67580.28

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. : IN WAGON WHERE

MECHANICAL HANDLING IS POSSIBLE AND

TRAFFIC BLOCK IS NOT REQUIRED OR IN

TRUCK/TRAILER. : (ECoR USSOR 2021-Ver-3)

53 171031 Loading, leading and unloading of 52Kg / 60Kg MT 1100.00 356.93 392623.00

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. :

FOR LEAD UP TO 500 METRE. : (ECoR USSOR

54 171032 Loading, leading and unloading of 52Kg / 60Kg MT 1100.00 459.92 505912.00

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. :

For lead beyond 500 metre and up to 1 Km. :

(ECoR USSOR 2021-Ver-3)

55 171053 Unloading of rails of any section and length up MT 2200.00 97.04 213488.00

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. :

From Wagon where mechanical handling is

possible and traffic block is not required or in

Truck / trailer.

56 172043 Loading, leading and unloading of all types of MT 150.00 266.76 40014.00

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 unloading. :

LEAD BEYOND 10 KM AND UP TO 20 KM :

(ECoR USSOR 2021-Ver-3)

57 172052 Transportation of Rails, sleepers, switches, MT 310.00 101.64 31508.40

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. : LEAD BEYOND 5 KM

AND UP TO 10 KM:(ECoR USSOR 2021-Ver-3)

CAO/C/WAT-ENGINEERING/ECOR

58 172053 Transportation of Rails, sleepers, switches, MT 374.00 160.39 59985.86

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. : LEAD BEYOND 10 KM

AND UP TO 20 KM : (ECoR USSOR 2021-Ver-3)

59 172056 Transportation of Rails, sleepers, switches, MT 12450.00 541.20 6737940.00

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. : LEAD BEYOND 50 KM

AND UP TO 100 KM (ECoR USSOR 2021-Ver-3)

60 172057 Transportation of Rails, sleepers, switches, MT 2000.00 859.99 1719980.00

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. : Lead beyond 100 Km

and up to 150 Km (ECoR USSOR 2021-Ver-3)

61 172063 Unloading of 52kg / 60kg PSC line and special MT 12450.00 93.56 1164822.00

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. : FROM TRUCK / TRAILER. (ECoR

USSOR 2021-Ver-3)

62 172073 Unloading of 52kg / 60kg PSC special sleepers MT 1450.00 99.47 144231.50

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. : FROM TRUCK / TRAILER. (ECoR

USSOR 2021-Ver-3)

63 173013 Miscellaneous : Unloading of Switches / MT 524.00 136.19 71363.56

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 5 metres. : FROM TRUCK / TRAILER.

(ECoR USSOR 2021-Ver-3)

64 173031 Collection, segregation and stacking of MT 80.00 382.22 30577.60

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.

:RAILS, SWITCHES, CROSSINGS, SEJ, GLUED

JOINTS, CHECK RAILS ETC : (ECoR USSOR

CAO/C/WAT-ENGINEERING/ECOR

65 173032 Collection, segregation and stacking of MT 350.00 414.79 145176.50

various scattered P.Way materials at

nominated stacking location with serviceable

and unserviceable 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.

: All type of PSC sleepers :(ECoR USSOR 2021-

66 173033 Collection, segregation and stacking of MT 15.00 358.83 5382.45

various scattered P.Way materials at

nominated stacking location with serviceable

and unserviceable 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.

: P.Way fittings of all types and other similar

loose items : (ECoR USSOR 2021-Ver-3)

67 202030 Manufacturing, supplying and fixing Curve Each 39.00 1066.15 41579.85

Indicator / Point Indicator / SEJ Boards to be

provided at various locations on formation,

made out of MS sheet 2mm thick of size

450mm x 300mm duly fixed with MS frame of

25mm x 25mm x 3mm angle welded to 50mm

x 50mm x 3mm MS angle, 1000mm long post

split and bent 100mm at bottom end with all

lead & lift as per specification and including

painting of details with enamel paint, as

directed by Engineer in-charge (Earthwork &

concreting will be paid separately) :(ECoR

USSOR 2021-Ver-3)

68 211060 Supply and fixing in position pre-cast cement Each 39.00 501.12 19543.68

concrete Fouling Mark as per approved

drawing at station yard, duly painting the top

surface and slopes with white enamel paint in

two coats and inscribed letters with black of

Fouling Mark, complete in all respects with all

labour, materials including cement, tools and

plants etc : (ECoR USSOR 2021-Ver-3)

Item- 2 G1/A2-Execution of Works covered under CPWD DSR-2023.

S No. Item Description of Item Unit Qty Rate Amount

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.: ALL KINDS OF SOIL

(CPWD-DSR-2023-2.8.1).

2 2 ROAD WORK: MISCELLANEOUS: Providing and Sqm 3000.00 972.00 2916000.00

laying 60mm thick factory made cement

concrete interlocking paver block of M -30

grade made by block making machine with

strong vibratory compaction, of approved

size, design & shape, laid in required colour

and pattern over and including 50mm thick

compacted bed of coarse sand, filling the

joints with line sand etc. all complete as per

the direction of Engineer-in-charge. (CPWD

CAO/C/WAT-ENGINEERING/ECOR

3 3 Providing and laying at or near ground level cum 50.00 10117.60 505880.00

factory made kerb stone of M-25 grade

cement concrete in position to the required

line, level and curvature, jointed with cement

mortar 1:3 (1 cement: 3 coarse sand),

including making joints with or without

grooves (thickness of joints except at sharp

curve shall not to more than 5mm), including

making drainage opening wherever required

complete etc. as per direction of Engineer-in-

charge (length of finished kerb edging shall be

measured to calculate volume for payment).

(Precast C.C. kerb stone shall be approved by

Engineer-in-charge).(CPWD DSR-2023-16.69)

4 4 Providing, laying, spreading and compacting cum 2400.00 2914.30 6994320.00

graded stone aggregate (size range 53 mm to

0.075 mm ) to wet mix macadam (WMM)

specification including premixing the material

with water at OMC in for all leads & lifts,

laying in uniform layers with mechanical

paver finisher in sub- base / base course on

well prepared surface and compacting with

vibratory roller of 8 to 10 tonne capacity to

achieve the desired density, complete as per

specifications and directions of Engineer-in-

Charge.(CPWD DSR-2023-16.79)

5 5 WATER SUPPLY: C.I. SLUICE VALVES/ FIRE Each 70.00 18896.70 1322769.00

HYDRANTS & FIXTURES : Constructing

masonry Chamber 90x90x100 cm inside, in

brick work in cement mortar 1:4 (1 cement : 4

coarse sand) for sluice valve, with C.I.surface

box 100 mm top diameter, 160 mm bottom

diameter and 180 mm deep (inside) with

chained lid and RCC top slab 1:1.5:3 mix (1

cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size ), including

necessary excavation, foundation concrete

1:5:10 (1 cement : 5 fine sand: 10 graded

stone aggregate 40 mm nominal size ) and

inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick, finished

with a floating coat of neat cement complete

as per standard design :WITH COMMON

BURNT CLAY F.P.S.(NON MODULAR) BRICKS

OF CLASS DESIGNATION 7.5 : (CPWD - DSR-

6 6 DRAINAGE: STONE WARE PIPES AND FITTINGS: Metre 2000.00 899.80 1799600.00

Providing and laying non-pressure NP2 class

(light duty) R.C.C. pipes with collars jointed

with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete : 250

mm dia. R.C.C. pipe (CPWD DSR-2023-19.6.3)

General : Supplying, filling, spreading &

leveling stone boulders of size range 5 cm to

20 cm, in recharge pit, in the required

thickness, for all leads & lifts, all complete as

per direction of Engineer-in-charge.: (CPWD

8 8 Supplying, filling, spreading & leveling gravels cum 625.00 1538.25 961406.25

of size range 5 mm to 10 mm, in the recharge

pit, over the existing layer of boulders, in

required thickness, for all leads & lifts, all

complete as per direction of Engineer-in-

charge.: (CPWD DSR-2023-23.6)

9 9 Supplying, filling, spreading & leveling coarse cum 625.00 1538.25 961406.25

sand of size range 1.5 mm to 2 mm in

recharge pit, in required thickness over gravel

layer, for all leads & lifts, all complete as per

direction of Engineer -in-charge. : (CPWD DSR-

CAO/C/WAT-ENGINEERING/ECOR

Item- 3 G1/A3- Execution of Non-SOR Items

S No. Item Description of Item Unit Qty Rate Amount

1 1 Earth work in filling in embankment including cum 119700.00 44.11 5279967.00

trolley refuges and level crossing approaches

by laying and spreading in layers of stipulated

thickness, earth obtained from cut-spoils

inclusive of dressing of bank to final profile,

demarcation and setting out of profile, site

clearance , removing of shrubs and small

trees, roots of vegetations growth, heavy

grass ,benching of existing slope of old bank,

breaking of clods, all handling /re-handling,

lead, lift, descent, dressing the top of

formation to required camber etc, with all

contractors labour, materials, tools and plant

etc ,as directed by the Engineer -in-Charge

complete. Cut trees shall be property of

railways and to be deposited in the railway go-

down unless specified otherwise in the special

conditions of contract. The work is to be

executed as per latest edition of "Guidelines

for Earth work in Railway Projects" issued by

RDSO, Lucknow. i.e GE-1, 14 & GE0004 (The

rate shall be inclusive of all royalty, taxes etc.,

if any). Notes : Refer Annexed document

2 2 Extra for mechanical compaction of cum 119700.00 13.90 1663830.00

earth/blanketing material filled in

embankment with contractor's rollers of

suitable capacit y, type and size to achieve

specified density as per specification, testing

as per IS codes incl. cost of water, T&P

consumable material and all labour as a

complete job. The work is to be executed as

per Latest edition of "Guidelines for Earthwork

in Railw ay Projects" issued by RDSO,

CAO/C/WAT-ENGINEERING/ECOR

3 3 "Providing, fixing & erecting New barricade for Running 3600.00 536.73 1932228.00

first usage (Type-II Barricade) for protecting Metre

the existing Running track, from any

infringement, damage by running vehicles like

trucks, tippers ,heavy machinery , consisting

of Precast post made up with MS Angle

1625mm long of size 50x50x6 mm embedded

in Pre-cast concrete block of size 300mm x

300mm x 450mm (M-20 grade concrete with

20mm metal) spaced at 3 mtr interval up to a

height of 1.2m above existing formation.

Type-2 barricading consists of chain link fabric

fencing mesh of size 50x50 mm made of G.I

wire of 4 mm dia between vertical posts in

addition to plastic marker tape 62 mm wide &

yellow retro reflective tape 75 mm wide as

above . Trenching & embedding of pre-cast

posts up to 450 mm below existing formation,

rigid binding of all structural members of

barricading in position as per the directives of

the Engineer-in-charge. The rate includes cost

of cement and all materials, all labour, all

taxes, ransportation to the site of work,

loading, unloading, ascent, descent, tools &

plants, digging of trenches, tight packing

surrounding the posts, dismantling and taking

away after completion of the work, refilling

the trench after dismantling and making the

formation good etc complete as per the

drawing given in Joint safety circular No.

01/2014 of E.Co. Railway dt.18.03.14. The rate

is also inclusive of providing two Guy posts at

every 6th post as shown in the above drawing

. Notes : 1) The extent of new barricade to be

provided shall be as directed by Engineer-in-

Charge keeping in view the site conditions and

the progress of work, so as to make maximum

subsequent usages of the same. . 2) Rate for

subsequent usages is inclusive of providing

new plastic marker tape and retro-reflective

tape and use of good condition chain link

fabric fencing. 3) Contractor has to safeguard

the barricading at his own cost against any

theft, pilferage, damage etc, and contractor

should replace/repair and make good the

same, for which no extra payment will be

made . 4)Contractor has to train his staff for

safe working while working in proximity to the

existing track and movement of machinery

should be controlled so as not to damage the

barricading and not to cause any infringement

to existing track. If any portion of the

barricading is damaged due to any reason

what so ever, the same to be replaced at his

own cost. 5)Contractor has to maintain the

barricading till completion of work and should

dismantle the same after completion of work

with the approval of engineer-in-charge. The

released materials shall be the property of the

contractor. 6)The contractor has to give an

undertaking that all his staff ha v e been

counseled /trained in the safe working rules

adjacent to the running track as per special

conditions of contract . 7)This item has to be

compulsorily operated in view of safety by the

side of running track and the earth work in

formation /Bridge works are to be commenced

only after execution of this item"

CAO/C/WAT-ENGINEERING/ECOR

4 4 Fabrication, erecting and fixing standard Each 14.00 91163.00 1276282.00

Railways concrete buffer stop for siding and

safety devices as per CE' s Drg.No.23772 with

rails, sleepers, buffer stop with contractor's

labour, materials, cutting and bending of rails,

drilling holes, embedding rails in concrete and

fixing with contractor's bolts and nuts

complete as directed by Engineer in-charge.

The rate is inclusive of earthwork excavation

in foundation, concrete with contractor's

metal, sand and cement as directed by the

Engineer-in-charge. Rails and sleepers will be

supplied by Railway.

5 5 Supplying, transporting and stacking of cum 31000.00 1457.50 45182500.00

contractor's machine crushed hard stone

track ballast at specified locations (near toe of

formation/top of formation) along the Railway

alignment inclusive of station yards as

directed by the Engineer-in-charge of the

work. Rate is inclusive of all costs, lead, lift,

labour, materials, tools, ascent, descent,

royalty, cess, all taxes, making service roads,

crossing of railway lines wherever necessary

and all incidental charges etc., complete. This

also includes leveling, stacking ground

wherever necessary. Notes: 1) The ballast to

be supplied under the contract at all times

shall strictly conform to the specifications for

track ballast as specified by Railway. 2) The

rate is inclusive of cost of development of

stacking ground as directed by the Engineer -

in-charge. 3) The quantity shown in this

schedule is approximate. 4) The above rate is

inclusive of all taxes, License fees, royalty,

cess etc including Octroi, levied by Central

Govt. State Govt and local bodies.

[Manufacturing, supply and stacking of

machine crushed Track Ballast conforming to

RDSO Specification (IRS-GE- 1) with latest

correction slips].

6 6 Supplying and fixing of precast RCC coping Sqm 12168.00 2059.71 25062551.28

stone of approved

manufacture(KK/KCONCRETE/ HINDUSTANOR

EQUIVALENT make ) of side 530x1125x100

mm thickness as per top face design as

approved and directed by side Engineer

.Manufactured with M30 grade concrete and

reinforced with8mm dia. tor steel @ 150 c/c

both ways and manufactured by vibro

compaction process using jointless FRP/GRP

steel moulds of required size, shape and

design complete job. It includes all leading,

loading, unloading, taxes &charges complete

job. Nothing extra will be paid whatsoever the