Provision of Limited Height Subway (Air Pushing Technique) in lieu of manned LC No. JT-07 at Km. 528.675 between Brundamal (BXQ) - Lapanga (LPG) station in Jharsuguda (JSG) - Sambalpur (SBP) section of Sambalpur Division.

A-Execution of all work covered under USSOR-2021 of East Coast

B-Supply and using Cement at Worksite covered under USSOR-2021 Above/

Supply and using Cement at Worksite Ordinary Portland Cement 43 grade approved brands/makes

C-Supply and using Steel Reinforcement at Worksite covered under Above/

Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes.

D-Supply, Fabrication & Erection of Structural Steel at work site Above/

Supplying fabricating and erecting 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 1 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.

E-Execution of items related to Rail Cluster, Insertion & Removal of Above/

F-Execution of items related to Geotechnical Investigations under Above/

G-Execution of all items under CPWD's DSR-2021 (Vol-I & Vol-II) not Above/

H-Execution of Non-SOR Items. Note: Unless otherwise specified,

I-Execution of Non-SOR Items. Note: Unless otherwise specified, the

J-Execution of Non-SOR Items. Note: Unless otherwise specified, the

Supply of Highly skilled workers for execution of miscellaneous works like assisting the supervisors for SSE /JE, Open line / works / P.Way / Bridge at site during survey, inspection and measurement of works etc as directed by Engineer - In - Charge.Notes: 1. The quoted rate should not be less than recent rate circulated by CLC/New Delhi for minimumwages of labour in C class area including ESI & EPF (if applicable) and GST. Non-fulfilment of same, the offer willbe summarily rejected. 2. Minimum wages, ESI, EPF and other labour laws of Odisha State Govt to be ensured by the contractor and the contractor has to give an affidavit and/ or undertaking in favour of the 1 department of Railway every following month or before payment of next bill for the item, to the effect that the contractor has paid the wages and also complied with provision of EPF, miscellaneous provisions act, ESI act etc. 3. The duty & roster register will be maintained by the contractor and will be checked and signed by SSE/Works on daily basis and by ADEN during test check. 4. In case the contractor failed to provide man power as stipulated in the schedule, the specified period for which the contractor had failed to provide the man power as recorded in the register a penalty of an amount as calculated below will be deducted from the contractor's bill. 5. Penalty amount for No. of days the contractor has not provided man power = No. of days for which the contractor not provided man power X No. of man power not provided for that period X Accepted rate for the Schedule 6. The rate includes ESI, EPF, Contractor's profit, GST and all other taxes applicable.

Chapter 1 to21 excluding items under Schedule-B to Schedule-F

Item- 1 Execution of all works of USSOR-21 as mentioned in the Item Breakup.

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

Earthwork in filling in embankment, guide

bunds, around buried type abutments,

bridge gaps, trolley refuges, platforms etc.

with contractor's own earth conforming to

Soil Quality Class SQ1/SQ2/SQ3, after

preparation of foundations as applicable,

benching in existing banks wherever

required, spreading in layers with motor

grader, bringing the moisture content to

OMC, mechanical compaction to specified

density and dressing of bank to final profile

as per RDSO Specifications: RDSO/2020/GE:

IRS-0004 with latest correction slips. Note:

1) Foundation preparation, Benching

including additional earthwork on account of

this, wherever required, shall be paid extra

under relevant schedule item for benching.

2) Payment for Earthwork under this item

shall be made based on the cross section

measurements calculated (i) with original

ground profile of existing bank based on

initial ground levels before doing benching

and (ii) final profile of the bank worked out

with final levels as per prevailing guidelines.

SAMBALPUR DIVN-ENGG/ECOR

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.

2 012011 In all conditions and classifications of soil cum 1000.00 104.45 104450.00

3 013070 Driving rails 90R/52 Kg section below Metre 500.00 110.14 55070.00

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.

Supplying, laying Non-woven Needle

Punched and Mechanically or Thermally

bonded type Geotextile for use as

Separator/Filtration for Railway formation as

per RDSO Specification No.

RDSO/2018/GE:IRS-0004 - Part I made of

Polypropylene / Polyethylene / Polyamide or

combination there of having apparent

opening size of less than or equal to 85

microns and elongation at failure more than

50% in both directions including

transportation labour, lead & lift complete as

directed by Engineer in-charge.

4 013092 Below the ballast and above blanket layer Sqm 100.00 429.58 42958.00

with minimum strengths in Grab test,

Trapezoidal Tear test and Puncture test of

1750N, 800 N and 5800 N respectively.

5 013100 Supplying & laying of drainage composite for Sqm 100.00 1000.99 100099.00

use behind abutments, wing walls, return

walls and Retaining walls Geocomposite

drain (Vertical) as per RDSO Specification

No. RDSO/2018/GE:IRS-0006 latest version

with all material, labour, equipment, tools

and plants, lead, lift etc. complete in all

respects as per the direction of Engineer-in-

SAMBALPUR DIVN-ENGG/ECOR

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 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 :

: 3 graded stone aggregate 20 mm nominal

graded stone aggregate 20 mm nominal

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.

SAMBALPUR DIVN-ENGG/ECOR

11 022060 Providing and laying Plain Cement Concrete cum 900.00 3513.33 3161997.00

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 Engineer.

12 022070 Providing and fixing Weep Holes in Metre 90.00 276.80 24912.00

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-

13 024010 Providing and casting machine batched, cum 2300.00 4154.79 9556017.00

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. 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 at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

14 024020 Providing and laying in position machine cum 10.00 3777.08 37770.80

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

15 025020 Providing and applying two coats of coal tar Sqm 500.00 126.98 63490.00

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 form for :

SAMBALPUR DIVN-ENGG/ECOR

16 025031 All types of bridge sub-structures, e.g. pier, Sqm 5300.00 665.63 3527839.00

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

17 025032 All types of bridge super-structures, e.g. Sqm 200.00 868.54 173708.00

slabs, I-girders, T-girders, Box girders etc. up

to 5m above ground level.

18 025060 Supplying, spreading and compacting well cum 40.00 1548.40 61936.00

graded hard stone of 63mm average size

(maximum up to 80mm size) in the bottom

of foundation of box culverts, bridges etc.

including all lead, lift, ascent, descent etc.

complete job as per directions of Engineer

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 Box/Boxes.

20 031130 Casting and installation of single/twin RCC cum 660.00 4274.77 2821348.20

box of all sizes with or without common web

section after supporting the track on

temporary girders 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 'Air pushing technique" as per

approved drawings/scheme, 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. Note: (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) The

CC Cribs as required and Temporary Girder

shall be supplied by Railways at available

location. (3) Transportation of Temporary

Girder to site shall be paid separately under

relevant item.. (4) 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 Box/Boxes.

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.

SAMBALPUR DIVN-ENGG/ECOR

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.

33 031180 Providing Flood Level Gauges on abutments Sqm 2.00 525.23 1050.46

and piers, made by 20mm thick 1:4 cement

plaster for a width of not less than 300mm,

duly engraving markings & figures in metres,

divided into 10 parts commencing from

under-side of girders towards bed, painting

markings & figures with black enamel paint

in three coats on white background including

painting HFL Mark in white by side of gauge

with year of occurrence with all Contractor's

materials, labour, tools, scaffolding and

supports, lead & lifts, curing etc. complete as

per approved drawing and as directed by the

Engineer in- charge excluding cost of cement

which shall be paid extra.

34 041020 Supplying and fixing HSFG bolts of any dia Kg 500.00 197.67 98835.00

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.

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.

35 041071 With Cement Grout. Cost of cement shall be Kg 1400.00 123.13 172382.00

Painting of cleaned plate/composite bridge

girders including all scaffolding along with

provision of Jhoola / hanging scaffolding

ladders etc. where required.

36 041263 With two coats of Aluminium paint in dual Sqm 200.00 103.45 20690.00

containers conforming to IS:2339 with DFT

of 15 - 20 Microns for each coat.

37 051030 Supplying of stone boulders weighing not cum 300.00 1347.74 404322.00

less than 35 kg each at specified bridge

38 051070 Providing and laying Pitching with Stone cum 100.00 3069.63 306963.00

Boulders, weighing not less than 35kg each

with voids filled with cement sand mortar 1:4

on slopes laid over prepared filter media

including boulder apron laid dry in front of

toe of embankment complete as per

drawing and Technical Specifications (filter

media to be paid separately under the

relevant item). Rate is excluding cost of

cement which shall be paid extra under

SAMBALPUR DIVN-ENGG/ECOR

39 052030 Supply and laying of quarry dust including cum 1300.00 775.77 1008501.00

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.

40 052040 Supply and laying of coarse sand including cum 200.00 1709.55 341910.00

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

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).

42 052250 Providing Boulder Backing behind wing wall, cum 300.00 359.00 107700.00

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 extra.

43 052260 Dewatering of natural or accumulated water HP 3000.00 45.56 136680.00

from any location. Payment to be done for Hour

Horse power of pump multiplied by pumping

Manufacturing, supplying and laying factory

made CC block pavers for road surface of

level crossings to RDSO Drg. No. M.00003,

manufactured using 20mm size graded hard

stone aggregates of approved quality over a

well compacted sand bedding 50 thick with

all contractor's cement, labour, tools/plant

and curing with all lead & lift as per

specifications and as directed by Engineer

medium traffic.

Dismantling existing track on girder bridges

including guard rails and foot path etc.,

cutting existing SW panels / LWR, if required

into free rails of not less than 12 metre

length and leading all released materials to

nominated place within 50m of bridge

approaches and stacking the released

materials clear of infringements, as per

direction of Engineer-in-Charge. Note: Rail

cutting and drilling shall be paid separately.

SAMBALPUR DIVN-ENGG/ECOR

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.

46 202011 Bilingual Whistle Boards for level crossing of Set 2.00 7274.09 14548.18

size 600mm x 600mm of each board with

back support frame welded to vertical post

of MS T section of size 75mm x 75mm x

47 202012 Speed Breaker / Rumble Strips Board of size Set 2.00 6720.24 13440.48

900 mm equilateral triangular shape and

600mmx200mm boards with back support

frame welded to vertical post of MS T section

of size 80mmx80mmx8mmx3650mm

48 202014 Manned Level Crossing Indicator Board of Set 2.00 6203.03 12406.06

size 900 mm equilateral triangular shape

with back support frame welded to vertical

post of MS T section of size

80mmx80mmx8mmx3650mm

49 202015 Single Strip / Double Strip Level Crossing Set 2.00 7056.43 14112.86

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

SAMBALPUR DIVN-ENGG/ECOR

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.

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

51 202022 Speed Indicator Board of equilateral Each 2.00 5205.56 10411.12

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

52 202024 Termination Indicator Board of Circular Each 2.00 7362.86 14725.72

shape having diameter of 1000mm with

back support frame welded to vertical post

of MS angle of size 50mmx50mmx6mm of

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

53 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 150.00 802.46 120369.00

with minimum 1.10 cum bucket capacity

54 211203 Tractor with Trolley for local transportation Hour 100.00 356.23 35623.00

or other misc. works.

55 211220 Supplying and filling 50 kg size empty Each 3500.00 14.72 51520.00

cement polythene bags with Rly.

Ballast/moorum/earth/Sand/quarry dust etc.

placing the filled bags on the high banks

/bridge approaches/nominated place etc.

dumping and spreading at the nominated

locations to profile under block period with

all contractor's labour, tools, plants, loading,

unloading, filling, spreading including all

lead/lift etc. complete and as directed by the

Engineer in charge at site including crossing

of track where necessary.

SAMBALPUR DIVN-ENGG/ECOR

56 211230 Supply, filling and stacking of sand bags Each 3500.00 13.61 47635.00

layer by layer filled with Railway

Sand/railway quarry dust in Contractor's

empty polythene cement bags of 50 kg bags

with all contractors labour, tools, plants,

lead, lift etc., including stitching the same

with machine using polythene thread

complete as directed by Engineer-in charge

Schedule E-Execution of items related to Rail Cluster, Insertion & Removal of Temporary Girder

under USSOR- 2021 of East Coast Railway, Bhubaneswar.

Item- 1 Execution of all works of USSOR-21 as mentioned in the Item Breakup for launching works

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

1 031140 Fabrication, insertion and removal of rail MT 18.00 9940.86 178935.48

cluster below the running track to ensure

safety of track during box pushing in correct

position and alignment with Railway rails

and contractors MS flats, wooden blocks, and

12 mm dia bolts etc., as per approved

drawing including removing and filling back

of ballast below track under traffic conditions

of Electrified/Non-Electrified section with all

contractors, labour, tools, tackles,

consumables plants, and 50MT capacity

crane and any other material required for

execution of work in all respect with all lead

and lift, transportation and as directed by

Engineer in-charge. Payment quantity shall

be as per the weight of rail in rail cluster

used at site or as per approved drawing,

whichever is minimum.

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

2 191022 RH /Temporary girder of length above 16.3m Each 2.00 154412.29 308824.58

and up to 26.00 using Road crane capacity

SAMBALPUR DIVN-ENGG/ECOR

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.

3 191042 RH /Temporary girder of length above 16.3m Each 2.00 166599.23 333198.46

and up to 26.00 using Road crane capacity

Schedule F-Execution of items related to Geotechnical Investigations under USSOR- 2021 of East

Coast Railway, Bhubaneswar.

Item- 1 Execution of all works of USSOR-21 as mentioned in the Item Breakup for Consultancy Service.

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

Exploratory drilling of boreholes down to

required depth, drilling of 150mm dia.

boreholes in all type of soils except hard

rock & large boulders (boulder core more

than 30cm) including refilling, reinstating

surface and disposing off surplus material

including use of mechanical rigs with power

operated winches as well as

percussion/chiselling tool for advancing

through occasional seams of hard strata to

be employed, where necessary in Dry area.

Drilling of NX size borehole (75mm dia.) in

all types of hard rock and collection of rock

core samples from boreholes and preserving

undisturbed samples of soil from bore holes,

including provision of air tight containers for

packing and, labeling incl. transporting the

samples to laboratory. Piston sampler shall

be used for extracting undisturbed samples

where necessary. Samples shall be collected

as per IS:2720.

disturbed samples of soil from bore holes,

including provision of air tight containers for

packing, labeling and transporting the

samples to laboratory. Samples shall be

collected as per IS:2720.

5 021130 Conducting standard penetration test as per Each 10.00 503.33 5033.30

IS:2131 at approximate1.5m intervals in

bore holes, as directed by the Engineer in

Conducting laboratory Tests on collected soil

samples as per relevant IS code

9 021154 Grain size analysis including Hydrometer Each 10.00 481.12 4811.20

Conducting Laboratory tests on collected

ROCK SAMPLES as per relevant IS code

SAMBALPUR DIVN-ENGG/ECOR

Schedule G-Execution of all items under CPWD's DSR-2021 (Vol-I & Vol-II) not covered under

USSOR-2021 for LHS Works.

Execution of all items under CPWD's DSR-2021 (Vol-I & Vol-II) not covered under USSOR-2021 for

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

2.0 EARTH WORK

2.31 Clearing jungle including uprooting of rank Sqm 15000 14.5 217500

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and

removal of rubbish up to a distance of 50 m

outside the periphery of the area cleared.

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S.

6.1 (non modular) bricks of class designation 7.5

in foundation and plinth in:

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing with Epoxy paint (two or more

coats) at all locations prepared and applied

13.52 as per manufacturer's specifications

including appropriate priming coat,

preparation of surface, etc. complete.

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.

16.4 Laying, spreading and compacting stone cum 700 865.8 606060

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled road/vibratory

roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming

requisite type of screening / binding material

to fill up interstices of coarse aggregate,

watering and compacting to the required

19.0 DRAINAGE

Providing and fixing in position pre-cast

19.19 R.C.C. manhole cover and frame of required

shape and approved quality

26.0 NEW TECHNOLOGIES AND MATERIALS

26.28S REPAIR AND REHABILITATION ITEMS

SAMBALPUR DIVN-ENGG/ECOR

Providing and injecting approved grout in

proportion recommended by the

manufacturer into cracks/honey-comb area

26.35 of concrete/masonry by suitable gun/pump

at required pressure including cutting of

nipples after curing etc. complete as per

directions of Engineer-in-Charge.

26.35.3 Epoxy injection grout in concrete/RCC work Kg 250 793.25 198312.5

of approved make

Schedule H-Execution of Non-SOR Items. Note: Unless otherwise specified, the unit rates for the

Items under this Schedule shall include the cost of following: (a) All labour and materials, tools and

plants, equipment, machinery etc. (b) All lead, lift, ascent, descent etc. (c) All handling, rehandling,

loading, unloading, freight, transportation, vehicles, deploring and when & where required and

crossing one or more lines if necessary. (d) All taxes including GST, royalty and all incidental

charges complete.

Item- 1 Execution of NS Items as mentioned in Item Break Up for LHS related works

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

1 1 Launching and placing of precast wing walls MT 70.00 5136.53 359557.10

etc. with contractors own arrangement with

heavy duty road crane of minimum 300 MT

capacity or above with all lead, lift tools and

plant, labour, taxes, ascent, descent etc.

complete or as per directions of Engineer

incharge of the work at site.Note: (1) 2 Nos

crane will be used for launching (2) 4 No of

excavators to be kept at site of capacity 300

and above for excavation of formation and

removing soil away from track (3) The rate

includes transportation of crane/excavator to

site of work including making service, road

upto site of work and making platform for

working of crane.(4) The rate includes

dismantling, linking of track for launching of

LHS. (5) The ratealso includes refilling of

earth on top of the box upto the required

formation level, compaction, putting and

spreading the ballast to sufficient cushion

and linking the track with PSC sleepers duly

maintaining the alignment, gauge and level

etc.(6) For any reason or the other, the block

is not granted on the said date, no extra

payment will be made for idling the

machinery and the labour(7) The contractor

should arrange compressor/rockbreaker,

blasting material etc. for blasting and

removing rock which may incurred during

excavation of soil. The rate also includes

grouting of epoxy in the segmental box

joints by contractor's men and materials.

2 2 Making suitable pit and arrange pushing of Metre 80.00 7602.67 608213.60

250mm dia M.S. casing pipe by mechanical

boaring method at the location of LHS/stone

slab bridge across Railway line as per the

instruction of Engineer-in-charge.

3 3 Supply and providing Concrete impregranted Sqm 160.00 6514.20 1042272.00

concrete canvas 5mm thick at the joints of

PRCC Boxes in the LHS/ROB/RUB/Bridges

including all materials, labour, tools &

plants, consumables, fixtures, lead, lift,

transportation etc.complete as per the

directions of Engineer in-charge of the work.

4 4 Supplying, fixing of retro reflective HIG Sqm 20.00 5679.26 113585.20

grade sheet of various colours on the height

SAMBALPUR DIVN-ENGG/ECOR

5 5 Mobilization charges for the Telescopic crane Each 2.00 384040.00 768080.00

300/330 Telescopic all Terrain mobile Crane

model-DEMAG HC - 810 with 52 mtrs Main

Boom by contractor with required, fuel,

spares, labour, tools and equipment's etc.,

including all taxes, octroi, all complete . (For

further any conditions are will not accepted

by the Railway. Telescopic crane 300/330

(From Anywhere to site ofwork)

6 6 De-Mobilization charges for the Telescopic Each 2.00 384040.00 768080.00

crane 300/330 Telescopic all Terrain mobile

Crane model-DEMAG HC - 810 with 52 mtrs

Main Boom by contractor with required, fuel,

spares, labour, tools and equipment's etc.,

including all taxes, octroi, all complete .(For

further any conditions will not accepted by

theRailway). Telescopic crane 300/330

(From Anywhere to site of work).

Schedule I-Execution of Non-SOR Items. Note: Unless otherwise specified, the unit rates for the

Items under this Schedule shall include the cost of following: (a) All labour and materials, tools and

plants, equipment, machinery etc. (b) All lead, lift, ascent, descent etc. (c) All handling, rehandling,

loading, unloading, freight, transportation, vehicles, deploring and when & where required and

crossing one or more lines if necessary. (d) All taxes including GST, royalty and all incidental

charges complete.

Item- 1 Execution of NS Items as mentioned in Item Break Up for Consultancy Service.

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

1 1 GAD - Minor, Subways, FOB's Minor Bridges / Each 1.00 8533.37 8533.37

SUBWAYs /FOBs: Preparation of the General

Arrangement Drawing for all Minor bridges /

SUBWAYs / FOBs through MX Rail/Auto CAD

for railway standards / formats as per Check

list of DRM(Engg.)/SBP based on finalized L -

section for the proposed alignment,

hydrological investigation & detailed

geotechnical investigation carried out by the

consultant at proposed bridge locations, on

good quality tracing paper and submitting

the same to Railway administration for

approval and carrying out the corrections as

instructed by railway with all consultants

own men, material, tools & plants, Computer

systems etc., as directed by Engineer in

charge. Notes: 1)MINOR BRIDGE GAD should

include incorporation of - a) Substructure

details with type of construction, type of

foundation (pile / open), depth of

foundations, footing details / pile founds

details, foundation pressure, abutments /

pier / Box details duly showing bore log

details of sub soil along with SBC details of

every soil strata at every abutment & piers /

Box locations. b) Span arrangements with

details of Bed level, HFL, VC, Free board,

Scour depth, Rail level, formation level,

Clear span, effective span, catchment area,

Q50 discharge. c) Super structure details like

type of structure (Steel / PSC / RCC), type

girder / slab / Box details, depth of

construction, bearing details, wearing coat,

track structure with cushion details.

Approach details like trolley refuges,

parapets / steel railings, inspection platforms

with ladder arrangements, dirt walls,

approach slab, back fill material as per

RDSO specifications, protective works such

as wing walls, bank toe walls, pitching, type

of flooring / dropwall / curtain wall details as

per scour depth & silt factor criteria. Modus

Operandi of entire bridge construction.

SAMBALPUR DIVN-ENGG/ECOR

2 2 Conducting field survey for collecting site Each 1.00 20930.18 20930.18

details by conducting Total station

Instrument survey of the proposed ROB/RUB

locations for a minimum distance of 500 mts

on road alignment and 200 mts on Railway

track alignment and collecting all the

revelent details in the vicinity for

development of the proposed construction of

ROB/RUB and limited height subway as

directed by Engineerin- Charge including

cost of all materials, tools, plant and labour,

Masterplan/Keyplan/Concept plan based on

Total Station data and other details collected

at site, duly Identifying the Type of Bridge of

(ROB/RUB) and feasibility of Limited Use

Subway duly showing the drainage

arrangement, diversion of road/rail traffic

while execution of ROB/RUB as per the

suggestions and directions of the concerned

departments and as directed by the

Engineer-incharge including the cost of all

material, tools, plant and labour, etc.,

complete. (UNIT EACH ROB/RUB).

4 4 Finding utilitiy service locations such as Each 1.00 19105.99 19105.99

Electric, Telephone Cables, Water supply,

Sewer pipes, etc., within the proposed

ROB/RUB locations both in Railway and state

government areas as per approved concept

plan duly collecting the information from the

concerned Departments and location by

conformation procedures such as trenching

and digging suitable pits or any other latest

methods if required and developing fairly

accurate location sketches with dimensions

and preparation of alternate route plans for

shifting the utilities for execution of

ROB/RUB work and as directed by Engineer-

in-charge including the cost of all material,

tools, plant and labour etc., complete (UNIT:

5 5 Preparation complete booklet with all the Each 1.00 5760.60 5760.60

above details in five copies along with soft

copies of all the work as directed by

Engineer-in- Charge including the cost of

printing, binding and all materials, tools,

plant, transportation and labour, etc.,

complete. (UNIT: EACH ROB/RUB).