Shoranur-Mangalore section: Proposed construction of additional under pass (1 x 6.00 x 3.80 m RCC box) adjacent to exg. Br.no.1131 (RUB) at km 775/100-200 between Payangadi and kannapuram station ( deposit work of state govt- Kallayassery gramapanchayat).

Vol.I & Vol .II ) except reinforcement steel

Item- 01 Provision of Underpass

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

5.0 REINFORCED CEMENT CONCRETE

5.1S CAST IN SITU

Reinforced cement concrete work in

walls (any thickness), including

attached pilasters, buttresses, plinth

and string courses, fillets, columns,

5.2 pillars, piers, abutments, posts and

struts etc. above plinth level up to

floor five level, excluding cost of

centering, shuttering, finishing and

reinforcement :

sand(zone-III) derived from natural

1 sources : 3 graded stone aggregate 20

mm nominal size derived from natural

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.6 Columns, Pillars, Piers, Abutments, Sqm 72 804.25 57906

Posts and Struts

10.0 STEEL WORK

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

10.1 Structural steel work in single section, Kg 57 93.05 5303.85

fixed with or without connecting plate,

3 including cutting, hoisting, fixing in

position and applying a priming coat

of approved steel primer all complete.

10.2 Structural steel work riveted, bolted or Kg 2880 111.95 322416

welded in built up sections, trusses

and framed work, including cutting,

hoisting, fixing in position and

applying a priming coat of approved

steel primer all complete.

Steel work in built up tubular (round,

square or rectangular hollow tubes

etc.) trusses etc., including cutting,

hoisting, fixing in position and

applying a priming coat of approved

steel primer, including welding and

bolted with special shaped washers

10.19 Providing and fixing mild steel round Kg 96 88.5 8496

6 holding down bolts with nuts and

washer plates complete.

12.0 ROOFING

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC

rain water pipes conforming to IS :

13592 Type A, including jointing with

seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal

Providing & fixing at all heights, levels

and locations colour finish Aluminium

alloy roofing sheets of alloy IS

d e s i g n a t i o n 31500, temper Hx8

conforming to IS 737 and dimensions

as per IS code 2676 with

characteristics of good formability and

corrosion resistance. The profile

sheets shall be fixed to truss members

12.65 in slope or required pitch or curvature

with Hex cap headed self

drilling/tapping Stainless steel screws

M6, 50 mm long with 3 mm EPDM seal

washer etc. all inclusive of labour,

scaffolding, T&P and sundries etc.

complete as per directions of the

Engineer-In-Charge. (Cost of

truss/frame work shall be paid

troughed profile with center to center

7 pitch of 200 mm, depth of 32 mm,

overall profile width1092 mm, cover

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with textured exterior

paint of required shade :

13.45.1 New work (Two or more coats applied Sqm 378 245 92610

@ 3.28 ltr/10 sqm) over and including

priming coat of exterior primer applied

@ 2.20kg/10 sqm

16.0 ROAD WORK

16.1S ROADS

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

16.3 Supplying and stacking at site.

16.42S CONCRETE PAVEMENTS

coarse sand : 4 graded stone

aggregate 40 mm nominal size) in

11 pavements, laid to required slope and

camber in panels as required including

consolidation finishing and tamping

Providing and laying design mix

cement concrete of M-30 grade, in

roads/ taxi tracks/ runways, using

cement content as per design mix,

using coarse sand and graded stone

aggregate of 40 mm nominal size in

appropriate proportions as per

approved & specified design criteria,

providing dowel bars with sleeve/ tie

bars wherever required, laying at site,

spreading and compacting

mechanically by using needle and

surface vibrators, levelling to required

slope/ camber, finishing with required

texture, including steel form work with

sturdy M.S. channel sections, curing,

making provision for contraction/

expansion, construction & longitudinal

joints (10 mm wide x 50 mm deep) by

groove cutting machine, providing and

filling joints with approved joint filler

and sealants, complete all as per

direction of Engineer-in-charge (Item

of joint fillers, sealants, dowel bars

with sleeve/ tie bars to be paid

16.43.2 Cement concrete manufactured in cum 35 10006.65 350232.75

automatic batching plant (RMC plant)

i/c transportation to site in transit

Schedule C-List of Items of Works covered by the SRUSSOR - 2021 for TVC & PGT Division except

Schedule Cement & Reinforcement steel for which tenderer has to quote percentage rate over, below or at

par to the SRUSSOR 2021 rate.

Item- 01 Provision of under pass

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

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

Earthwork in cutting in formation,

trolley refuges, side drains, level

crossing approaches, platforms, catch

water drains, diversion of nallah &

finishing to required dimension and

slopes to obtain a neat appearance to

standard profile inclusive of all labour,

materials, plant & machinery, leading

all cut spoils either to make spoil

dumps or for filling in embankment

with leads within 2 km on either side

o f edge of the cutting(s) including all

lifts, ascent, descent, loading,

unloading, bailing & pumping out

water, if required, clearance of site

and all other works incidental thereto

for completing the work as per RDSO

Specification No. RDSO/2020/GE: IRS-

0004 with latest updated correction

slips and to the satisfaction of the

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

earth arising from cut spoils shall be

led into bank formation and Unusable

spoils shall be dumped / stacked away

from toe of embankment. (ii) All hard

rock /and boulders not fit for filling will

be stacked by the contractor and will

be property of the Railways. (iii)Cut

trees shall be property of Railways

and to be deposited in the railway

godown unless specified otherwise in

the Conditions of Contract.

1 012011 In all conditions and classifications of cum 102.00 121.60 12403.20

soil except rock

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.

Providing and laying in position Plain

cement concrete of specified Nominal

Mix f o r miscellaneous works like side

drains, foundation for OHE masts and

other miscellaneous structures

excluding the cost of Cement,

centering and shuttering - All work up

to plinth level :

III) : 4 graded stone aggregate 20 mm

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

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 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.

N o t e : 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.

P r o v i d i n g 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

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

Concrete 1:3:6 with graded stone

aggregate of 40mm nominal size, in

foundation and floors, retaining walls

of bridges including mechanical

mixing, vibrating, pumping and bailing

out water where ever required with all

materials and labour complete but

excluding the cost of cement and

shuttering as per drawings and

technical specifications as directed by

batched, machine mixed and machine

vibrated Cement Concrete of specified

grade as per approved Design Mix,

mixed in Mobile Concrete

Batching/Mixing Plant at site or RMC

from approved plants, (Cast in-

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

walls, toe wall and sumps haunch

filling head walls, thrust bed or any

other component using 20mm graded

crushed stone aggregate and coarse

sand of approved quality of RCC box

of any size including finishing,

Plasticiser in approved proportions (as

per IS:9103), to modify workability

without impairing strength and

durability, complete as per drawings

and technical specifications as

directed by Engineer in charge. Note:

1. Payment for cement, reinforcement

and shuttering shall be made extra

under relevant item. 2. Plasticiser shall

invariably be used in approved

proportion to increase workability with

minimum possible quantity of cement

for all grade of Design Mix Concrete

unless it is specifically approved citing

reasons at the stage of Mix Design

a n d in that case deduction shall be

made as per relevant item.

Centering and shuttering including

strutting, propping etc. and removal of

8 025031 All types of bridge sub-structures, e.g. Sqm 1373.00 853.04 1171223.92

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

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

9 031120 Casting and installation of single/twin cum 648.00 7246.41 4695673.68

RCC box of all sizes with or without

common web section including design

of pushing scheme, thrust bed, casting

of all RCC components, with specified

grade of controlled concrete, pushing

it in correct position and alignment

below Railway track/Road following all

measures of track safety by 'Box

pushing technique" as per approved

drawings/scheme, with or without

surcharge in all types of soils with

disposal of surplus earth away from

vent up to 1 Km, fixing arrangement

f o r all services & utilities including

parapet walls on both sides, wearing

course, foot paths, plaques, drainage

arrangements etc. and all other

incidental works to complete the

ROB/RUB/Canal crossing in all respect

as per specifications to the satisfaction

of Engineer-in-Charge. N o t e : 1. The

rate includes all items of work/supplies

for complete job in all respects except

"cost of Reinforced cement concrete,

cement, reinforcement & shuttering"

of (i) main RCC Box; (ii) Thrust Bed;

(iii) Footpath (iv) Parapet wall and (v)

wearing Course only, which shall be

paid extra under relevant items of

USSOR. 2. In case Drag Sheet and/or

Rail Cluster are to be used as per

approved scheme and design, the

same shall be paid extra under

relevant item. 3. The payment for this

item shall be made for the clear inner

cross section area of the parent RCC

Box/Boxes and barrel length i.e. clear

inner volume of parent RCC

mm thick, for protection of track from

subsidence while pushing the box as

per design over item no. 031120.

Note: The payment for this item shall

be made for the clear inner cross

section area of the parent RCC

Box/Boxes and barrel length i.e. clear

inner volume of parent RCC

Providing and fixing various size HTS

holding down bolts conforming to

r e l e v a n t 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 complete

shall be paid extra.

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

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

E n g i n e e r- i n - c h a r g e . Note: The

payment shall be made on the

theoretical weight of main

components and gusset plates only.

including consolidation with all 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.

14 052210 Providing cast in situ bridge number Each 2.00 1206.22 2412.44

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

Providing & laying non pressure NP-4

Class RCC pipe with collars, jointing

with 1:2 cement and ordinary sand

mortar including testing of joints, but

excluding earthwork with all labour

and material as a complete job.

Cement for mortar will be paid

separately.(Pipes of 600mm dia and

above will be laid using crane/hydra).

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

25mm gap 'in-situ' welding during

traffic block and finishing of weld to

m e e t 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.

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 spot. 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

First or Second Through Packing of

track of all sleeper density including

giving a general lift, as desired to

eliminate sag after Deep Screening

work, lifting of track, lowering of track

and major realignment of curves and

formation rehabilitation as per

procedure prescribed in latest edition

of IRPWM. Note: General lift is

normally 25 mm and isolated lift may

be up to 50 mm.

Density of 1540

PALAKKAD DIVISION-ENGINEERING/SOUTHERN RLY

19 151130 Through Rail renewal with free service TRM 52.00 137.48 7148.96

rails of all types by removing existing

running rails, already cut into free rails

/ rail panels for making auxiliary track,

including attending alignment, cross

level, gauging, packing; wherever

required including crossing of track, as

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

Drilling holes of 16 mm to 32 mm dia.

with Rail Drilling machine including

chamfering with appropriate

chamfering tools in all types of rail

section with contractor's tools &

plants, equipment, consumable with

all lead & lift etc. complete, as

directed by Engineer in-charge. Rail

Drilling Machine will be as per RDSO

Specification No. TM/SM/3, dated

Loading of rails of any section and

length up to 1 3 metres in Wagons /

Truck / trailer including lead up to 50

metres and lift up to 5 metres.

is possible a n d traffic block is not

required or in Truck/trailer.

Unloading of rails of any section and

length up to 13 metre, in neat manner

for Railway usage from departmental

material train (DMT) or contractor's /

Railway's Truck/trailer including lead

up to 50 metre, lift up to 5 metre and

stacking in prescribed manner.

handling is possible and traffic block is

not required or in Truck / trailer.

Transportation of Rails, sleepers,

switches, crossings, SEJs and Glued

Joints by road vehicles for different

leads. Note: 1 . Lead shall be the

shortest motorable road length

between the points of loading and

unloading. 2. Loading and unloading

shall be paid extra under relevant

PALAKKAD DIVISION-ENGINEERING/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

25 191022 RH /Temporary girder of length above Each 2.00 200812.59 401625.18

16.3m and up to 26.00 using Road

crane capacity of 80 MT

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.

26 191042 RH /Temporary girder of length above Each 2.00 216448.04 432896.08

16.3m and up to 26.00 using Road

crane capacity of 80 MT

PALAKKAD DIVISION-ENGINEERING/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.

022014 for executing the work under

water and/or liquid mud to

compensate all additional

arrangements including pumping out

water as required. Note: The extra

percentage rate is applicable only for

the quantity of work executed under

water. [RATE = 20%]