Madurai Division - DG-POY section - Proposed Road over Bridge of clear span 1x72.00m Camel back type truss girder and Pedestrian Subway in lieu of Level Crossing No.63 at Km.58/700-800 in between Palani and Pushpattur stations. (TWO PACKET SYSTEM)

type truss girder.

Items of works that are covered USSOR 2021 for Fabrication and erection of Camel back type truss

S No. Item No Description of Item Unit Qty Rate Amount

CONST-HQ-ENGG/SOUTHERN RLY

Supplying, fabrication, assembling of all

types of steel girders of specified spans

with structural steel conforming to

Quality "B0" Grade Designation E250

conforming to IS:2062, erection / slewing

/ end launching of steel girders with

cranes or any other approved launching

methods as per site conditions (not

requiring traffic block) on sub-structure

including provision of trolley refuges etc.,

complete as per approved Q A P and

drawings conforming to IRS-B1-2001 and

other relevant codes and specifications.

Note: 1. Detailed fabrication and erection

drawings & launching methodology will

be prepared by the contractor and got

approved from Railway. 2. The rate is all

inclusive including launching in position,

complete in all respect except cost of (i)

Painting / Metalising; (ii) Bearings & (iii)

HSFG bolts which shall be paid extra

under relevant item. 3. The payment

shall be made on the theoretical weight

of main components and gusset plates

only. 4. Payment Schedule: (i) Receipt of

material at site: 40% (ii) Fabrication of

girders: 20% (iii) Erection/Launching:

20% (iv) Completion in all respects: 20%

2 041013 Extra for using steel conforming to Grade MT 1210.00 2475.16 2994943.60

Designation E350 instead of Grade

Designation E250 of Quality "B0" as per

dia and any length with suitable nuts

including DTI washers conforming to IRS-

B1-2001 for bridges and steel structures

with contractors labour, tools and plants

and lead and lift etc., complete.

Metallizing of steel work of girders with

sprayed aluminium after surface

preparation by Sand/grit blasting,

followed by one coat of etch primer

(IS:5666) & one coat of Zinc Chrome

primer (IS:104) and two coats of

aluminium paint (IS:2339) with all labour,

T&P and material as a complete job duly

conforming to all relevant specifications

and process given under Clause 39 of

IRS-B1-2001. Note: Nominal Thickness of

sprayed Aluminium coating shall be 150

microns. DFT of Zinc chrome primer shall

be 25-30 microns and DFT of each coat

of Aluminium paint shall be 12-14

Schedule Schedule B-Items that are covered by USSOR 2021 for Concrete items.

Item- 2 Items that are covered by USSOR 2021 for Concrete items.

S No. Item No Description of Item Unit Qty Rate Amount

CONST-HQ-ENGG/SOUTHERN RLY

Earthwork in excavation by mechanical

means (Hydraulic Excavator)/Manual

Means for foundations and floors of the

bridges, retaining walls etc. including

setting out, dressing of sides, ramming

of bottom, getting out the excavated

material, back filling in layers with

approved material and consolidation of

the layers by ramming and watering etc.

including all lift, disposal of surplus soil

up to a lead of 300m, all types of shoring

and strutting with all labour and material

complete as per drawing and technical

specification as directed by Engineer in

charge. Note: This item will be used for

excavation work in connection with other

miscellaneous works also like side

drains, foundation for OHE masts and

other miscellaneous structures in

connection with Gauge Conversion,

Doubling, New lines.

4 022040 Providing and laying in position machine cum 1430.00 4561.69 6523216.70

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 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.

CONST-HQ-ENGG/SOUTHERN RLY

Providing and laying in position machine

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.

Platform & Pedestal over Pier cap,

Fender wall, Diaphragm wall etc.

7 022054 Approach slab at formation level, Dirt cum 500.00 4613.14 2306570.00

wall/ ballast wall at formation level

8 022060 Providing and laying Plain Cement cum 140.00 4630.33 648246.20

Concrete 1:3:6 with graded stone

aggregate of 40mm nominal size, in

foundation and floors, retaining walls of

b r i d g e s including mechanical mixing,

vibrating, pumping and bailing out water

where ever required with all materials

and labour complete but excluding the

cost of cement and shuttering as per

drawings and technical specifications as

directed by Engineer.

CONST-HQ-ENGG/SOUTHERN RLY

9 024010 Providing and casting machine batched, cum 400.00 5017.86 2007144.00

machine mixed and machine vibrated

Cement Concrete of specified grade as

per approved Design Mix, mixed in

Mobile Concrete Batching/Mixing Plant at

site or RMC from approved plants, (Cast

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

walls, toe wall and sumps haunch filling

head walls, thrust bed or any other

component using 20mm graded crushed

stone aggregate and coarse sand of

approved quality of RCC box of any size

including finishing, Plasticiser in

approved proportions (as per IS:9103), to

modify workability without impairing

strength and durability, complete as per

drawings and technical specifications as

directed by Engineer in charge. Note: 1.

Payment for cement, reinforcement and

shuttering shall be made extra under

relevant item. 2. Plasticiser shall

invariably be used in approved

proportion to increase workability with

minimum possible quantity of cement for

all grade of Design Mix Concrete unless

it is specifically approved citing reasons

at the stage of Mix Design and in that

case deduction shall be made as per

Centering and shuttering including

strutting, propping etc. and removal of

10 025031 All types of bridge sub-structures, e.g. Sqm 1800.00 765.08 1377144.00

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

11 025032 All types of bridge super-structures, e.g. Sqm 700.00 989.92 692944.00

slabs, I-girders, T-girders, Box girders

etc. up to 5m above ground level.

12 025033 Extra for additional height over item no. Sqm 700.00 121.09 84763.00

025031 & 025032 wherever required

with adequate bracing, propping etc.

over initial height of 5 metres for every

additional height of 1 metre or part

Schedule Schedule C-Items that are covered by USSOR 2021 for Non Concrete works.

Item- 3 Items that are covered by USSOR 2021 for Non Concrete works.

S No. Item No Description of Item Unit Qty Rate Amount

Conducting in-situ full size Plate Load

Test (PLT) at selected location as per

IS:1888 including making loading

arrangements & casting of RCC/cast in-

situ concrete footing as per codal

provisions including excavation and

refilling of trial pit.

Providing and fixing in position of

standard preformed sealed and slab type

or strip seal elastomeric type expansion

joints for Railway bridge or Road Over

Bridges as per approved drawings and

latest MORTH/IRC specifications

complete in all respect as directed by

Engineer in-charge.

CONST-HQ-ENGG/SOUTHERN RLY

Loading, transportation of Precast RCC

Girders / Slabs / Ballast retainers / Steel

Girders etc. from Casting Yard to Site of

Work, unloading and stacking at site of

work at prescribed location as directed

by Engineer-in-Charge up to 60 kms.

Loading, transportation of Precast RCC

Girders / Slabs / Ballast retainers / Steel

Girders etc. from Casting Yard to Site of

Work, unloading and stacking at site of

work at prescribed location as directed

by Engineer-in-Charge above 60 kms.

Providing and fixing various size HTS

holding down bolts conforming to

relevant Codes/Specification in concrete

column or in other structures with proper

nuts, bolts, washers/plates, grouting of

holes with cement or epoxy concrete

with all material, labour, T&P as a

6 041071 With Cement Grout. Cost of cement shall Kg 2000.00 139.59 279180.00

7 041080 Supplying, Fabricating and fixing access MT 15.00 103373.13 1550596.95

ladders, inspection platforms, Trolley

refuges etc., on bridges with structural

steel conforming to IS:2062 including

welding / bolting, priming painting with

one coat of ready mixed paint of Zinc

Chromate (IS:104) with DFT of 25-30

microns followed by one coat of Zinc

Chrome Red Oxide (IS:2074) with DFT of

25 microns with all material, labour, T&P

as a complete job. Note: Painting shall be

paid separately under relevant item.

8 041370 Supplying fabricating and erecting MT 25.00 113537.08 2838427.00

welded and/or bolted and/or riveted steel

work in built up sections, trusses and

framed work, staging, racks, Height

Gauge etc. for Steel Structures other

than bridge girders, using RSJ, tees,

angles and channels/flats, plates,

gussets, round or square bars, cleats,

bolts etc., with contractors own steel

including cutting, bending, straightening,

drilling, riveting, hoisting, fixing,

erecting, welding, bolting etc., with

Providing stiffeners wherever required as

per approved drawing including applying

a priming coat of a approved steel

primer with all contractor's materials,

labour, tools & plants, lead & lift

including crossing of tracks if required

etc., complete as per specification and

as directed by Engineer-in-charge. Note:

The payment shall be made on the

theoretical weight of main components

and gusset plates only.

9 051110 Stenciling of Girders with black / blue Each 20.00 49.42 988.40

lettering over yellow background with

ready mix paint w.r.t. details of executed

inspection, greasing and painting, other

details as directed by Engineer in-charge

Note: Payment will be per cm height of

CONST-HQ-ENGG/SOUTHERN RLY

including consolidation, supply of all

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

crossing of tracks as per drawing and

technical specification as directed by the

Engineer in charge in case loose slush is

encountered at site of foundation before

casting the foundation or laying the

filtering media.

11 052140 Providing and fixing of Drainage Spouts Metre 260.00 446.02 115965.20

of 110mm UPVC Type A ISI marked

(Working pressure 4 kg/sqcm) using

suitable clamps and adhesive etc.,

12 052210 Providing cast in situ bridge number Each 2.00 1001.17 2002.34

plaques as per Railway drawing in

cement concrete 1:2:4 mix using 20mm

hard stone aggregate embedded in

30mm notch in Bridge parapet coping

duly engraving the letter and figures and

an arrow indicating the direction of flow

and finishing the top exposed surface

with cement mortar 1:3, painting letters

and figures with two coats of black

enamel paint on two coats of white

background with all labour, tools,

cement, paint etc. with all leads and lifts.

13 052220 Providing cast in-situ plaques for bridge Each 2.00 1369.34 2738.68

foundations details of size

45cmx45cmx5cm in cement concrete

1:2:4 mix using 20mm hard stone

aggregate embedded in 30mm deep

notch over abutment & piers, engraving

the letters & figures with CM 1:3 and

finished smooth including painting

letters and figures with 2 coats of black

enamel and plaque with white enamel

with all labour, tools, cement, paint,

curing etc. as a complete job.

14 052260 Dewatering of natural or accumulated HP 500.00 74.78 37390.00

water from any location. Payment to be Hour

done for Horse power of pump multiplied

by pumping hours.

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.

15 085012 When distance of nearest quarry is more cum 200.00 1414.06 282812.00

than 10 km and up to 20 km

CONST-HQ-ENGG/SOUTHERN RLY

Providing Caution Watchman at a

location where caution order is imposed

and ensuring to be on continuous vigil

and exhibit necessary hand signals to the

trains for their passage over caution

s p o t . Note: 1) Prescribed protection

equipment shall be supplied by Railways

and the same shall be returned after

work is over. 2) If Contractor fails to post

watchman at any time during one day,

penalty at double the accepted rates will

be levied and 3) The watchman

nominated by the contractor will be

screened for suitability as per Railway

all types of PSC sleepers and fixing the

dowels with adhesive of RDSO approved

quality for fixing check rails & guard

rails, as directed by Engineer in-charge.

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 of 2020)

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,

20 186210 Providing Rail Barricading with rails MT 20.00 1801.21 36024.20

supplied by Railways with verticals

provided at every 1.5m interval, height

of barricade being up to 1.5m above

ground / termination level and one or

more row of horizontal rail, duly cutting

rails and drilling holes as required,

assembling necessary accessories to

required length, including earthwork

excavation for foundation, fixing posts in

cement concrete 1:3:6 base of size

0.45m x 0.45m x 0.60m and one coat of

red oxide painting of steel work. Note: 1.

Excavation and concrete work will be

paid separately. 2. Rail shall be made

available within 250 metres

CONST-HQ-ENGG/SOUTHERN RLY

Insertion of temporary girder in place of

formation involving dismantling of track,

removal of ballast and neatly stacking

for future use, excavation & installation

of CC crib or wooden crib at both ends as

per approved design in one or more

traffic blocks, excavation for creating

space for insertion of girder as required,

placement of girder by contractor's

Crane, tools & plants, filling of

earth/sand filled bags at different stages

as required, linking of track and

connecting with the approaches,

ballasting, boxing and packing approach

sleepers to make track fit for 20 kmph to

the satisfaction of Engineer in-charge.

Note: 1. The CC Cribs as required and

Temporary Girder shall be supplied by

Railways at available location. 2.

Transportation of Temporary Girder to

site shall be paid separately under

relevant item. 3. The charges for wooden

sleepers/blocks required for matting and

bearing as per approved design shall be

paid extra as per relevant item. 4. In

case bridge timber / channel sleepers are

required to be laid on girder, the same

shall be paid separately under relevant

21 191022 RH /Temporary girder of length above Each 4.00 165203.98 660815.92

16.3m and up to 26.00 using Road crane

capacity of 80 MT

22 191030 Manufacturing and using wooden cum 40.00 2689.62 107584.80

sleepers/blocks required for matting and

bearing as per approved design for use

below and above CC Crib for insertion of

Temporary Girder etc.. Note: The item is

for one time use and released wooden

sleepers/blocks shall be the property of

the Contractor.

Removal of temporary girder, crib on

both ends and placing temporary girder

on crib / cess away from Railway track as

directed by engineer at site under traffic

block; filling of Railway's earth by

ramming, pulling ballast from stack /

adjoining track / same track, laying track,

linking with approach track and packing

of ballast for opening track at 20 kmph

speed, boxing & dressing of cess, ballast

profiling etc. Note: If earth is to be

brought by contractor from outside, the

same will be paid separately.

23 191042 RH /Temporary girder of length above Each 4.00 180064.61 720258.44

16.3m and up to 26.00 using Road crane

capacity of 80 MT

24 194010 Manufacture of flared portion of Guard Set 8.00 4869.00 38952.00

Rail by cutting and bending to required

shape & RDSO's approved drawings.

N o t e : (1) Rails shall be supplied by

Railways. (2) One set consists of two rails

i.e. both left and right.

CONST-HQ-ENGG/SOUTHERN RLY

25 194020 Providing and fixing of flared portion of Set 8.00 4064.12 32512.96

guard rails of any rail section over PSC

sleepers including fixing of with all

fittings, including leading of rails and

fittings, squaring and adjusting spacing

of sleepers as required, providing nose

blocks duly cutting wooden blocks

supplied by railways and fixing it with

bolts of 16mm dia as directed complete

a n d finished as per RDSO's approved

drawing. Note: 1.One set consists of LH

& RH side rails of one end. 2.Required

P.Way fittings will be supplied at SSE

drill twist in the foot of guard rails for

fixing guard rails on bridge as directed.

PSC sleepers with suitable rotary

hammer / drilling machine at indicated

location for fixing of guard rails on

bridges & its approaches as per

approved drawing and fixing of

contractor's HDPE dowels and adhesive

of approved quality to Drawing no.

RDSO/T-3002, procured from RDSO's

approved sources with contractor's

materials and consumable.

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.

28 202021 Caution Indicator Board of size Each 8.00 6677.49 53419.92

1400mmx400mm with back support

frame fixed to vertical post of MS angle

of size 50mmx50mmx6mm of 3650 mm

29 202022 Speed Indicator Board of equilateral Each 8.00 5715.38 45723.04

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

CONST-HQ-ENGG/SOUTHERN RLY

1400mmx400mm with back support

frame fixed to vertical post of MS angle

of size 50mmx50mmx6mm of 3650 mm

Erection or removal of temporary

Engineering Indicator Board or any other

board at specified locations without

causing infringement to track etc.

complete and as directed.

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.

33 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 100.00 867.49 86749.00

with minimum 1.10 cum bucket capacity

Schedule Schedule D-Items that are covered by USSOR 2021 for Temporary LC works.

Item- 4 Items that are covered by USSOR 2021 for Temporary LC works.

S No. Item No Description of Item Unit Qty Rate Amount

25mm gap 'in-situ' welding during traffic

block 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 shall be carried out only by

trained welder having valid competency

certificate using RDSO approved Alumino

Thermit Welding Portions, 3 piece

prefabricated mould (ZIRCON WASHED)

manually pressed, Single shot crucible

fitted with auto tapping thimble and

Compressed Air Petrol/LPG preheating

technique as per RDSO Specification No

IRST/19-2020 with latest amendment. 2.

Hydraulic Weld trimmer shall be used for

chipping and profile Grinder for finishing.

3. Only 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. All other items required shall be

supplied by the Contractor.

CONST-HQ-ENGG/SOUTHERN RLY

2 181040 Dismantling existing lifting barrier along Set 1.00 24308.63 24308.63

with winch assembly and other

components like boom, fringes, locking

arrangements, pedestal, boom rest,

locking rods/wires, pulley stakes, turn

out wheels, 'A' base and other materials

connected with functioning of lifting

barrier, removing engineering indicators

on track and level crossing road

signages without any damage including

demolishing concrete base of existing

structures, filling, ramming and levelling

the ground disturbed during demolition,

clearing debris and stacking all released

material in a neat and countable manner

and clear of infringements, as directed.

Note: Barriers on both sides of level

crossing constitute one set.

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.

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

5 186060 Provision of one Asphalt Speed Breaker RM 20.00 616.10 12322.00

Rumble Strip on each side of the

approaches of manned level crossings as

per approved drawing including painting

two coats with paint of approved quality

CONST-HQ-ENGG/SOUTHERN RLY

6 186120 Supplying and driving into ground 'C' Set 2.00 575.45 1150.90

class G.I. pipes of 20mm dia. x 150mm

length for planting red flags and lamp at

5 metre on both sides from the centre of

road at level crossings with all leads &

lifts. Payment shall be made for

complete work at one Level Crossing.

Note: Two pipes make one set.

7 186160 Manufacturing, supplying and fixing MT 0.20 121412.05 24282.41

Wicked Gate of size 1025mm x 1025mm

x 1000mm at manned level crossings, as

per approved drawing including painting

with 2 coats of specified enamel colour

paint over 1 coat of primer including

earthwork in excavation etc. complete,

as per specifications and as directed.

8 186200 Erecting Emergency Chain Posts for level Each 2.00 778.92 1557.84

crossings , including cutting rail to

required length varying from 1.00M to

1.50M , drilling holes, providing hooks &

links / rings with necessary locking

arrangements to fix emergency chain,

leading the rail pieces from nominated

station / mid section from nearest depot

to site of work, erecting the rail post by

making the pit of size as required and

filling with CC 1:3:6 mix with 40mm

aggregates and painting the rail post

with two coats of synthetic enamel paint

of approved colour and make, with

contractor's materials, labour, paint, all

lead and lifts, etc., complete as per

specifications and as directed by the

Engineer-in-charge. Note: (1) Rails &

chain will be supplied by Railways. (2)

Excavation and concrete work for

foundation will be paid under relevant

9 186210 Providing Rail Barricading with rails MT 10.00 1801.21 18012.10

supplied by Railways with verticals

provided at every 1.5m interval, height

of barricade being up to 1.5m above

ground / termination level and one or

more row of horizontal rail, duly cutting

rails and drilling holes as required,

assembling necessary accessories to

required length, including earthwork

excavation for foundation, fixing posts in

cement concrete 1:3:6 base of size

0.45m x 0.45m x 0.60m and one coat of

red oxide painting of steel work. Note: 1.

Excavation and concrete work will be

paid separately. 2. Rail shall be made

available within 250 metres

CONST-HQ-ENGG/SOUTHERN RLY

Manufacturing, fabricating and supplying

retro-reflective Level Crossing 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 x 25mm x 3mm

provided all along the edges of board

with theft resistant measures, back side

of board shall be with non-peelable

weather-proof 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.

10 202012 Speed Breaker / Rumble Strips Board of Set 1.00 7327.74 7327.74

size 900 mm equilateral triangular shape

and 600mmx200mm boards with back

support frame welded to vertical post of

MS T section of size

80mmx80mmx8mmx3650mm

11 202015 Single Strip / Double Strip Level Crossing Set 2.00 7737.78 15475.56

Road Warning Board of size 900 mm

equilateral triangular shape and

900x300 board with back support frame

welded to vertical post of MS T section of

size 80mmx80mmx8mmx3650mm

12 202016 Manufacturing and supply of circular Each 2.00 4245.92 8491.84

STO P Disc of 600mm dia for fixing on

emergency chains at level crossings as

given in IRPWM including providing Retro

reflective sheet fully covered over board

confirming to type-IV of ASTM-D4956 in

red back ground colour and text "STOP"

of white colour over back ground. The

circular board shall consists of 2mm

thick Aluminium sheet fixed to 1.5mm

thick MS Sheet of 600mm dia with

suitable sized aluminium alloy rivets @

20 cm c/c to back-support .Retro

reflective sheet is to be 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.A vertical holding stand of

1000 mm length x15mm thick to be

jointed to back side of board along with a

hook for fixing emergency chain as

directed by Engineer In charge.

CONST-HQ-ENGG/SOUTHERN RLY

13 211210 Arranging labour as and when required Day 100.00 782.69 78269.00

by the Engineer in charge, for various

works under SSE/P.Way, with

contractor's T&P, equipments, hand

signal flags, etc. as per specifications,

special conditions and detailed scope of

work as furnished in the tender and as

directed by the Engineer in charge. Note:

Item shall be operated with prior

approval of concerned Sr. DEN / DEN in

Schedule Schedule E-tems that are covered by DSR 2023

Item- 5 tems that are covered by DSR 2023

S No. Item No Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.10S DAMP-PROOF COURSE

4.10 Providing and laying damp-proof course Sqm 5 410.85 2054.25

40mm thick with cement concrete 1:2:4

(1 cement : 2 coarse sand (zone-III)

derived from natural sources : 4 graded

stone aggregate 12.5mm nominal size

derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above cum 100 10585.9 1058590

plinth level up to floor five level precast

reinforced cement concrete work in

string courses, bands, copings, bed

plates, anchor blocks, plain window sills

and the like, including the cost of

required centering, shuttering but ,

excluding cost of reinforcement with

1:1.5:3 (1 cement : 1.5 coarse sand

(zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal

size derived from natural sources).

5.19S ENCASING ROLLED STEEL SECTION

5.21 Extra for providing and fixing expanded Sqm 300 485.05 145515

metal mesh of size 20x60 mm and

strands 3.25 mm wide 1.6 mm thick

weighing 3.64 kg per sqm for encasing of

rolled steel sections in beams, columns

and grillages, excluding cost of hangers.

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with Premium Acrylic

13.47 Smooth exterior paint with Silicone

additives of required shade:

13.47.1 New work (Two or more coats applied @ Sqm 2400 171.1 410640

1.43 ltr/10 sqm over and including

priming coat of exterior primer applied @

0.90 litre/10 sqm)

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give

an even shade :

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Dismantling manually/ by mechanical

means including stacking of serviceable

15.43 material and disposal of unserviceable

material within 50 metres lead as per

direction of Engineer-in-charge :

CONST-HQ-ENGG/SOUTHERN RLY

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of sub Sqm 200 218.9 43780

grade with power road roller of 8 to 12

tonne capacity after excavating earth to

an average of 22.5 cm depth, dressing to

8 camber and consolidating with road

roller including making good the

undulations etc. and re-rolling the sub

grade and disposal of surplus earth with

lead upto 50 metres.

16.30S PREMIX CARPET

Providing and applying tack coat using

bitumen emulsion conforming to IS:8887,

16.31 using emulsion pressure distributer

including preparing the surface &

cleaning with mechanical broom.

16.31.1 With rapid setting bitumen emulsion

2.5 cm thick bitumastic sheet with hot

bitumen of approved quality, using stone

chippings (60% with 12.5 mm nominal

size and 40% with 10 mm nominal size)

@ 1.65 cum per 100 sqm and coarse

sand @ 1.65 cum per 100 sqm of road

16.38 surface and with bitumen @ 56 kg/cum

of stone chippings and @ 128 kg/cum of

sand over a tack coat with hot straight

run bitumen, including consolidation with

road roller of 8 to 10 tonne etc.

complete.(tack coat to be paid

11 heated and then mixed with solvent at

the rate of 70 grams per kg of asphalt

16.49S MISCELLANEOUS

Providing and laying bituminous

macadam using crushed stone

aggregates of specified grading

premixed with bituminous binder,

transported to site by tippers, laid over a

previously prepared surface with paver

finisher equipped with electronic sensor

to the required grade, level and

alignment and rolling with smooth

wheeled, vibratory and tandem rollers as

per specifications to achieve the desired

compaction and density, complete as per

specifications and directions of Engineer-

thickness with bitumen of grade VG-30

12 @ 3.50% (percentage by weight of total

mix) prepared in Batch Type Hot Mix

Plant of 100-120 TPH capacity.

CONST-HQ-ENGG/SOUTHERN RLY

16.79 Providing, laying, spreading and cum 300 2914.3 874290

compacting 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,

13 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.

Schedule Schedule F-Items that are NOT covered by USSOR 2021/DSR 2023 for Miscellaneous items.

Item- 6 Items that are NOT covered by USSOR 2021/DSR 2023 for Miscellaneous items.

S No. Item No Description of Item Unit Qty Rate Amount

1 0000401 Supply and fixing of CI gratings of sizes Kg 100.00 91.89 9189.00

as required with contractor's labour,

material, consumables etc. complete

and as directed.

2 0001175 Preparing completion plan (in scale Each 2.00 8300.00 16600.00

1:100 for GAD in AUTO CAD and submit

the same in good quality film as well as

in CD as per the plan/details given by the

Railways for scrutiny,then attending

correction /modification as instructed

taking final print out on good quality

tracing film and submitting the same

along with one copy of ammonia print as

well as in CD as per the plan/details

given by the Railways and as directed by

the Engineer - in - charge. with all leads

and lifts etc. (All Technical

supervisor,computers

equipments,consumaples and materials

by contractor). One draft copy should be

submitted before finalizing the drawing

for verifying the correctness.Note: soft

copy of GAD will be supplied free by the

railway for references only . If soft copy

of GAD is not available, the Tenderer/

Contractor has to prepare GAD with the

available records and duly collecting the

details collected from site of Major

Bridges/ ROB/RUB/LUS

3 0100240 Earthwork in forming bank with gravelly 10 100.00 3964.00 39640.00

soil by contractor's own vehicles or other cum

means including excavation from earth

quarries out side railway limits approved

by the Engineer-in-charge in all soils

other than blackcotton loamy soils,

loading, leading to workspot, benching

slopes wherever necessary, unloading,

compacting the sameby mechanical

means with contractor's compacting

equipments as per relevant clause of

special conditions of contract including

sectioning to profile etc., complete with

all leads and lifts and as directed.

(payment by cross section

measurements). (The rates includes

cutting of jungles, bushes, rank

vegetation and small trees of girth upto

30 cm clearing the site as directed).

NOTE: a). Particle size less than 75

micron should not be more than 20%. b).

Particle size above 20 mm. should be

CONST-HQ-ENGG/SOUTHERN RLY

4 0200260 Splitting of temporary steel girder Each 4.00 31520.50 126082.00

shallow type as per RDSO Drg.No: B -

11041R (4 segments) with out damaging

the steel girder transporting the same by

road vehicle with out affecting the

moving dimension of road traffic with all

leads and lifts and unloading at required

site of work for re assembling etc.,

complete and as directed .(All labour

,tools & plants, consumables and

materials by the contractor.)

5 0300602 Assembling of splited girder BG near the Each 4.00 108350.00 433400.00

road approachable location over staging

already erected by using necessary high

tension bolts and nuts to suit girder

plates and connections by contractor

with all leads and lifts etc., complete and

as directed .(All labour ,tools & plants,

consumables and materials by the

contractor.) Rate includes wooden blanks

of special size and laying of rail over the

Ty.Girders as per standard.

6 0300742 Designing, Supplying, fabricating and Sqm 1300.00 1848.00 2402400.00

providing of trapezoidal roll formed deck

sheeting profiles of 50mm depth made of

galvanized steel troughed metal decking

plate over cross girders/ supports for

cast-in-situ deck slab of ROB. Thickness

of deck plate shall be 1.00mm

(minimum) and shall serve as permanent

shuttering to deck slab of 250mm (max)

thickness measured over crest of metal

decking and shall have adequate

strength to support the weight of green

concrete and imposed loads during

concreting over a span of 200mm

between supports. Deck sheets to be

embossed to facilitate enhanced sheet to

concrete bonding with contractor's

material, men, equipment, tools and

plants, fixing arrangements, all leads

and lifts and the work to be carried out

above Railway tracks and 25Kv OHE

electrified area without affecting Railway

traffic and damage in Railway properties

as directed by Engineer-in-charge

7 0300827 Manufacture and supply ofPortable gate Each 1.00 402703.40 402703.40

lodge cabin ofsize 12"8" x 7" x 7 1/2"

(with extension of 3'x6'7'verandah) with

followingspecifications. 1. 3x1

½"Rectangle pipe with 3mmthickness for

base structure.2. 1 ½" x 1 ½" square

pipewith 1.6mm thickness forfull

structure. 3. 1 ½" x 1½" square pipe with

1.5mmthickness used for roofingsupport.

4. 8x4-12mm bisonboards are used for

flooringwith painted. 5. One sidesloped

roofing. 6. Falseceiling of 6mm paneling.

7.Outer paneling of sintex-10mm hollow

panel. 8. Roofsheet of 0.45mm G.I.

9.Provision of 2 electrical plugpoints, wall

mounted fan, 2lights. 10. Plumbing

fittingsfor IWC toilet. 11. Vinylflooring for

IWC toilet. 12.Sliding Glass windows.

13.Provision of 2 electrical plugpoints,

wall mounted fan, 2lights.

CONST-HQ-ENGG/SOUTHERN RLY

8 0400002 Leading of 50mm size stone ballast from 10 200.00 1554.00 31080.00

the stacks available ALONG SIDE THE cum

ALIGNMENT with a maximum lead of

100m. and any lift, dumping the same on

the track to have a standard section and

cushion of 250mm. for track portion and

300mm. cushion for bridge portion with

extra width on curves including boxing

and initial packing of the track as per

IRPWM, slewing to correct level and

alignment and versine etc. complete and

as directed with all leads and lifts and

crossing of tracks/ roads as required.(All

labour, tools and consumables by

Contractor).(Payment made based on

stack measurements already recorded).

NOTE: 1. Payment will be restricted to

75% of the quoted rate and the balance

will be paid after boxing the ballast to

correct profile. 2.Dumping of ballast to

the final cushion depth and on the

shoulder is to be done in stages as

directed. 3.Dumping of ballast shall be

done as directed by the Engineer In-

9 0700223 Transportation of class-I and II rails upto MT 20.00 1657.00 33140.00

13m long switches, SEJs, glued joints,

crossings, check rails, buffers BG etc.

available from any station yard/

midsection/ LCs over Southern Railway

outside the concerned Dy.CE's

jurisdiction, to required site or specified

Construction Stores Depot including

collection of released rails also, if any,

from along the Railway alignment,

leading to the nearest road approach,

loading, unloading and stacking the

same in a neat and countable manner

with contractor's road vehicle, crew,

labour, tools, consumable stores with all

leads and lifts etc. complete and as

directed.Note: The weight of rails for

Class-II will be 95% of new rails.For lead

10 0800174 Cut and connecting the running CI pipe Joint 3.00 2775.00 8325.00

line of 150 to 300 mm dia, to divert the

existing pipe line infringing building work

including laying, sealing of pipe line the

required specials and pipe line supplied

free of railway with all leads and lifts

etc., complete and as directed by the

Engineer - in - charge. (All labour and

tools and plants by the contractor. The

cost of excavation, concrete footing shall

be paid under relevant item of schedule

in the schedule)

CONST-HQ-ENGG/SOUTHERN RLY

11 1400007 Fixing of Fibre Reinforced Plastic (FRP) Sqm 200.00 715.00 143000.00

insulation sheets in corrugated profile of

3mm thick with contractor's own FRP

sheets to be fixed below the fabricated

structural steel supports for casting the

PSC box girder duly ransporting and

fixing by insulated self tapping screws

with the fabricated steel section such as

MS angles, flats, channels etc. as per the

relevant drawing to correct alignment

etc. including cutting, drilling holes,

welding etc. complete and as directed.

(All labour, materials including FRP

sheets, tools and plants and other

consumables by contractor) Note: After

completion of the work, the above

materials will be removed by the

contractor at his own cost.

12 1800003 Removal of the cables of any size and Metre 100.00 220.27 22027.00

nature viz. Signal/Telecom/ Electrical (HT

o r L T ) existing b e l o w G r o u n d Level

i n c l u d i n g c a s i n g o f t r o u g h without

causing any damage t o the cable

including excavating the earth upto the

c a b l e , refilling the earth after the

removal of cable and placing the cable

on the ground with all leads and lifts etc.

complete and as directed. (All labour,

materials, consumables, tools and

plants, machinery by Contractor). Signal

and Telecom Cables. Depth 1 m. and

13 1800004 Laying of Railway's cables below ground Metre 100.00 203.23 20323.00

l e v e l removed as per Item above,

including excavation o f e a r t h t o the

required depth (upto a maximum of 1m)

and filling b a c k t h e s a m e earth after

laying the cable, without causing any

damage to the cable with a l l leads and

lifts etc. complete and as directed. (All

l a b o u r , materials, consumables, tools

and plants, machinery by Contractor).

Schedule Schedule G-Items of works that are not covered by USSOR2021/DSR2023 for bearing

Item- 7 Items of works that are not covered by USSOR2021/DSR2023 for bearing

S No. Item No Description of Item Unit Qty Rate Amount

CONST-HQ-ENGG/SOUTHERN RLY

capacity Spherical Bearing in position

true to line and level consisting of set of

concave and convex mating steel

backing plate with a low friction sliding

interface,flat sliding elements ,guides

and restraining rings; with all

components conforming to approved

drawing and technical specifications &

Bridge Code including grouting of holes

for anchor bolts and underside of base

plate with approved non-shrink epoxy

grout with all material,labour, T&P as a

complete job. Note: Sliding surface with

PTFE or UHMWPE low friction

thermoplastic material and steel for

backing plate of Mild steel in accordance

to IS:2062 grade-B. Cast steel in

accordance with IS 1030 Grade 280-

520W. Stain less steel in accordance with

AISI 304/316.Low friction thermo -plastic

sliding PTFE material either pure

polytetrafluroethalyne (PTFE) Or Ultra

High Molecular weight Polyethylene

(UHMWPE). Austanitic steel is of stainless

steel for the sliding interface shall be in

accordance with AISI 316L or O2 Cr17

NI12 of IS-6911. The thickness of the

stain less steel sheet shall be 3mm

minimum. The stainless steel sheet shall

be attached to its backing plate either by

screwing/riveting or by continuous fillet

weld.Hard Chromium plated surface shall

be entire curved surface of theconvex

steel plate matting with hard chromium

plated concave sliding surface. The

thickness of the hard Chromium plating

shall be at least 100micron and the final

surface roughness of the plated surface

shall not exceed 3microns. Bearing

manufacturer shall give the guarantee

for satisfactory performance of bearing

for period specified. - Spherical Fixed

CONST-HQ-ENGG/SOUTHERN RLY

capacity Spherical Bearing in position

true to line and level consisting of set of

concave and convex mating steel

backing plate with a low friction sliding

interface,flat sliding elements ,guides

and restraining rings; with all

components conforming to approved

drawing and technical specifications &

Bridge Code including grouting of holes

for anchor bolts and underside of base

plate with approved non-shrink epoxy

grout with all material,labour, T&P as a

complete job. Note: Sliding surface with

PTFE or UHMWPE low friction

thermoplastic material and steel for

backing plate of Mild steel in accordance

to IS:2062 grade-B. Cast steel in

accordance with IS 1030 Grade 280-

520W. Stain less steel in accordance with

AISI 304/316.Low friction thermo -plastic

sliding PTFE material either pure

polytetrafluroethalyne (PTFE) Or Ultra

High Molecular weight Polyethylene

(UHMWPE). Austanitic steel is of stainless

steel for the sliding interface shall be in

accordance with AISI 316L or O2 Cr17

NI12 of IS-6911. The thickness of the

stain less steel sheet shall be 3mm

minimum. The stainless steel sheet shall

be attached to its backing plate either by

screwing/riveting or by continuous fillet

weld.Hard Chromium plated surface shall

be entire curved surface of theconvex

steel plate matting with hard chromium

plated concave sliding surface. The

thickness of the hard Chromium plating

shall be at least 100micron and the final

surface roughness of the plated surface

shall not exceed 3microns. Bearing

manufacturer shall give the guarantee

for satisfactory performance of bearing

for period specified. - Spherical Free Float

CONST-HQ-ENGG/SOUTHERN RLY

capacity Spherical Bearing in position

true to line and level consisting of set of

concave and convex mating steel

backing plate with a low friction sliding

interface,flat sliding elements ,guides

and restraining rings; with all

components conforming to approved

drawing and technical specifications &

Bridge Code including grouting of holes

for anchor bolts and underside of base

plate with approved non-shrink epoxy

grout with all material,labour, T&P as a

complete job. Note: Sliding surface with

PTFE or UHMWPE low friction

thermoplastic material and steel for

backing plate of Mild steel in accordance

to IS:2062 grade-B. Cast steel in

accordance with IS 1030 Grade 280-

520W. Stain less steel in accordance with

AISI 304/316.Low friction thermo -plastic

sliding PTFE material either pure

polytetrafluroethalyne (PTFE) Or Ultra

High Molecular weight Polyethylene

(UHMWPE). Austanitic steel is of stainless

steel for the sliding interface shall be in

accordance with AISI 316L or O2 Cr17

NI12 of IS-6911. The thickness of the

stain less steel sheet shall be 3mm

minimum. The stainless steel sheet shall

be attached to its backing plate either by

screwing/riveting or by continuous fillet

weld.Hard Chromium plated surface shall

be entire curved surface of theconvex

steel plate matting with hard chromium

plated concave sliding surface. The

thickness of the hard Chromium plating

shall be at least 100micron and the final

surface roughness of the plated surface

shall not exceed 3microns. Bearing

manufacturer shall give the guarantee

for satisfactory performance of bearing

for period specified. - Spherical slide

guide(L) bearing

CONST-HQ-ENGG/SOUTHERN RLY

capacity Spherical Bearing in position

true to line and level consisting of set of

concave and convex mating steel

backing plate with a low friction sliding

interface,flat sliding elements ,guides

and restraining rings; with all

components conforming to approved

drawing and technical specifications &

Bridge Code including grouting of holes

for anchor bolts and underside of base

plate with approved non-shrink epoxy

grout with all material,labour, T&P as a

complete job. Note: Sliding surface with

PTFE or UHMWPE low friction

thermoplastic material and steel for

backing plate of Mild steel in accordance

to IS:2062 grade-B. Cast steel in

accordance with IS 1030 Grade 280-

520W. Stain less steel in accordance with

AISI 304/316.Low friction thermo -plastic

sliding PTFE material either pure

polytetrafluroethalyne (PTFE) Or Ultra

High Molecular weight Polyethylene

(UHMWPE). Austanitic steel is of stainless

steel for the sliding interface shall be in

accordance with AISI 316L or O2 Cr17

NI12 of IS-6911. The thickness of the

stain less steel sheet shall be 3mm

minimum. The stainless steel sheet shall

be attached to its backing plate either by

screwing/riveting or by continuous fillet

weld.Hard Chromium plated surface shall

be entire curved surface of theconvex

steel plate matting with hard chromium

plated concave sliding surface. The

thickness of the hard Chromium plating

shall be at least 100micron and the final

surface roughness of the plated surface

shall not exceed 3microns. Bearing

manufacturer shall give the guarantee

for satisfactory performance of bearing

for period specified. - Spherical slide

guide(T) bearing

Schedule Schedule H-Items that are covered by USSOR 2021 for Supply of Cement

Item- 8 Items that are covered by USSOR 2021 for Supply of Cement

S No. Item No Description of Item Unit Qty Rate Amount

Supply and using Cement at Worksite

approved brands/makes

Schedule Schedule I-Items that are covered by USSOR 2021 for Supply of Reinforcement steel

Item- 9 Items that are covered by USSOR 2021 for Supply of Reinforcement steel

S No. Item No Description of Item Unit Qty Rate Amount

Supply of steel reinforcement of

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

including straightening, cutting, bending,

placing in position and binding all

1 025082 Thermo-Mechanically Treated bars of Kg 498300.00 102.59 51120597.00

grade Fe-500D or more of approved