Elimination of manned LC No.MK-4, MK-5 & MK-11 by constructing RUB in MURI- KSX section in Ranchi division.

A-Execution of all Works of CPWD DSR 2023-Ver-1 with all correction

B-Execution of all Works SER USSOR-2021 except item no. 031120 with

C-Execution of all Works under item no 031120 SER USSOR-2021 with

D-Execution of all works as per NS Items (Special Items)

Item Breakup - A-Execution of all Works of CPWD DSR 2023-Ver-1 with all correction slips up to date.

Item- 1 Please see Item Breakup for details.

S No. Item Description of Item Unit Qty Rate Amount

RANCHI DIVISION-ENGG/SOUTH EASTERN 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 of edge of the cutting(s)

including all lifts, ascent, descent,

loading, unloading, bailing & pumping out

water, if required, clearance of site and

all other works incidental thereto for

completing the work as per RDSO

Specification No. RDSO/2020/GE: IRS-

0004 with latest updated correction slips

and to the satisfaction of the Engineer-in-

Charge. Note: (i) All usable earth arising

from cut spoils shall be led into bank

formation and Unusable spoils shall be

dumped / stacked away from toe of

embankment. (ii) All hard rock /and

boulders not fit for filling will be stacked

by the contractor and will be property of

the Railways. (iii)Cut trees shall be

property of Railways and to be deposited

in the railway godown unless specified

otherwise in the Conditions of Contract.

1 012011 In all conditions and classifications of soil cum 18100.00 106.59 1929279.00

2 012012 Soft rock not requiring blasting cum 8900.00 252.66 2248674.00

pavement breaker etc. where blasting is

not permitted due to special

circumstances and if specifically ordered

in writing including drilling and all

incidental works thereto.

4 013070 Driving rails 90R/52 Kg section below Metre 1800.00 108.07 194526.00

average ground level within the slope/toe

of embankment including making of nose

with contractor's own arrangement

complete in all respect Note: Payment will

be made as per actual driven length of

rail which will be supplied free by

Railways at the site of work.

5 013080 Shoring with 'Z' section MS sheet piles Sqm 900.00 949.68 854712.00

side by side in all kinds of soil

mechanically or manually as per

approved drawing with contractor's own

arrangement complete in all respects and

removal of sheet piles after completion of

the work as directed by engineer in-

charge Note: Payment will be made as

per actual driven length of pile.

RANCHI DIVISION-ENGG/SOUTH EASTERN 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

Providing and laying in position Plain

cement concrete of specified Nominal Mix

for miscellaneous works like side drains,

foundation for OHE masts and other

miscellaneous structures excluding the

cost of Cement, centering and shuttering

- All work up to plinth level :

: 4 graded stone aggregate 20 mm

8 022040 Providing and laying in position machine cum 4876.00 2618.75 12769025.00

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.

RANCHI DIVISION-ENGG/SOUTH EASTERN 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.

10 022070 Providing and fixing Weep Holes in Metre 700.00 246.59 172613.00

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.

11 024010 Providing and casting machine batched, cum 4525.00 2880.63 13034850.75

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.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

12 024020 Providing and laying in position machine cum 847.00 2618.75 2218081.25

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.

13 025020 Providing and applying two coats of coal Sqm 2396.00 171.20 410195.20

tar or 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.

Centering and shuttering including

strutting, propping etc. and removal of

14 025031 All types of bridge sub-structures, e.g. Sqm 21070.00 674.52 14212136.40

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

Supply and using Cement at Worksite

15 025072 Ordinary Portland Cement 53 grade of MT 4237.00 8964.18 37981230.66

approved brands/makes

16 025073 Pozzolana Portland Cement approved MT 728.00 8429.01 6136319.28

Supply of steel reinforcement of approved

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

straightening, cutting, bending, placing in

position and binding all complete.

17 025082 Thermo-Mechanically Treated bars of Kg 1429840.00 97.13 138880359.20

grade Fe-500D or more of approved

t h i c k , for protection of t r a c k 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

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.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Supplying, fabrication, assembling of all

types of steel girders of specified spans

with structural steel conforming to Quality

"B0" Grade Designation E250 conforming

t o 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%

Girder/Composite Girder (Steel Work)

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 microns.

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 complete job.

22 041071 With Cement Grout. Cost of cement shall Kg 7890.00 122.53 966761.70

23 041080 Supplying, Fabricating and fixing access MT 12.00 102364.88 1228378.56

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.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Painting of cleaned plate/composite

bridge girders including all scaffolding

along with provision of Jhoola / hanging

scaffolding ladders etc. where required.

24 041264 With two coats of epoxy paint conforming Sqm 1950.00 197.91 385924.50

to RDSO spec M&C/PCN/123-11 Note: DFT

of each coat shall be 60 microns.

25 041370 Supplying fabricating and erecting welded MT 230.00 114366.59 26304315.70

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.

26 051030 Supplying of stone boulders weighing not cum 1990.00 914.75 1820352.50

less than 35 kg each at specified bridge

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.

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.

29 052150 Providing and laying of filter media cum 1010.00 2242.92 2265349.20

consisting of granular materials of GW,

GP, SW groups as per IS:1498 (latest) in

required profile behind boulder filling of

abutments, wing walls / return walls etc.

above bed level with all labour and

material complete job as per drawing and

technical specification of RDSO

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).

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

31 052250 Providing Boulder Backing behind wing cum 1990.00 387.52 771164.80

wall, return wall, retaining wall with hand

packed boulders & cobbles with smaller

size boulders toward the back including

all lead, lift, labour & other incidental

charges as complete work in all respect.

Payment for boulder/cobbles will be done

Painting 2 coats to Bridge Reference /

Boards, Structures etc. along track with

enamel paint of approved make with

different colours & letters, as directed by

Engineer in-charge.

Loading of rails of any section and length

up to 13 metres in Wagons / Truck / trailer

including lead up to 50 metres and lift up

33 171014 I n Wagon where mechanical handling is MT 240.00 119.83 28759.20

possible and 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.

34 171053 From Wagon where mechanical handling MT 240.00 88.97 21352.80

is possible and traffic block is not required

or in Truck / trailer.

Loading, leading and unloading of all

types of P.Way fittings and all other

miscellaneous m a t e r i a l except Rails,

sleepers, switches, crossings, SEJs and

Glued Joints by road vehicles for different

leads. Note: Lead shall be the shortest

motorable road length between the points

of loading and unloading.

Transportation of Rails, sleepers,

switches, crossings, SEJs and Glued Joints

by road vehicles for different leads. Note:

1 . Lead shall be the shortest motorable

road length between the points of loading

and unloading. 2. Loading and unloading

shall be paid extra under relevant items.

RANCHI DIVISION-ENGG/SOUTH EASTERN 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

37 191022 RH /Temporary girder of length above Each 7.00 114051.98 798363.86

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.

38 191042 RH /Temporary girder of length above Each 11.00 127203.58 1399239.38

16.3m and up to 26.00 using Road crane

capacity of 80 MT

RANCHI DIVISION-ENGG/SOUTH EASTERN 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.

39 202015 Single Strip / Double Strip Level Crossing Set 36.00 7377.55 265591.80

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

Schedule C-Execution of all Works under item no 031120 SER USSOR-2021 with all correction slips

Item- 1 Please see Item Breakup for details.

S No. Item Description of Item Unit Qty Rate Amount

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

1 031120 Casting and installation of single/twin cum 5075.00 5102.28 25894071.00

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 for 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

Schedule Schedule D-Execution of all works as per NS Items (Special Items)

Item- 1 Please see Item Breakup for details.

S No. Item Description of Item Unit Qty Rate Amount

exploratory boreholes @ four Nos. at each

location in soil up to 10m below GL or

where "Refusal" is reached, whichever is

earlier b) Collecting disturbed and

undisturbed soil samples; c) conducting

standard penetration test at 3m depth

intervals at change of strata; d) Testing

the soil samples in laboratory and e)

Preparing three sets report including

recommendation for suitable safe bearing

capacity and submitting it in triplicate.

2 303 Providing hand packed dry flat brick Sqm 750.00 225.31 168982.50

flooring , class designation 7.5 (FPS

Bricks), excluding pointing with joints

filled with sand over a bed of dry sand of

average thickness 25 mm including

ramming sub grade , Flat brick

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

3 304 Providing, Fabricating & laying of colour Sqm 7000.00 2406.40 16844800.00

coated Galvalume (Proflex system

roofing) material for self supported

roofing system (Technology similar to

Proflex system provided by M&B

engineering Pvt.Ltd., Ahmedabad),

Material shall be of following

specification, BMT 0.90mm to 1.00mm,

APT 0.95mm Tolerance +/- 0.02mm thick,

width 605 mm or as decided by Railway

(Tolerance +/- 2mm), including supplying,

loading, transporting, unloading and

stacking at site, fabricating and laying

with all contractors tools, plants,

machineries materials and fixtures

labours including all lead and lift and

laps/ wastage if any etc. complete. The

colour of sheet will be decided by

Railway. The rate is also inclusive of

designing of roofing system, proof

checking and providing execution

drawing. Fabrication and installation of

self supported roofing technology similar

to Profles System provided by M&B

engineering Pvt.Ltd., Ahmedabad or

decided by engineer a) length as per site

requirement. b) Arch length as per site

equirement. Note :- The roofing system

should be self supported roofing system

i.e. without trusses, purlins or any

ancillary supports shall be designed by

the contractor through the consultant and

got duly proof checked from VJTI/IIT .

4 305 Supplying, fabricating and erecting valley Metre 1000.00 1642.89 1642890.00

gutter having 1.00 meter width, made out

of 0.91mm thick aluminum sheets, the

joints shall be made by aluminum welding

to make water tight including supplying

manufacturing and fixing brackets made

out of MS flats 50mm x 6mm at the

spacing of 75 cm center to center. The

rate will be including supply of all

materials, labours, tools,

plants,equipments, scaffolding and

staging etc. Complete work shall be

carried out as directed by engineer in