Civil Engineering works in connection with Development of Heavy Repair Shop and Augmentation of SBP Coaching Depot.

Structural Steel works under Chapter-10

Item- 01 See item break up for details

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including loading,

unloading and stacking

SAMBALPUR DIVN-ENGG/ECOR

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 500 494.1 247050

similar unserviceable, dismantled or waste

material by mechanical transport including

1 loading, transporting, unloading to approved

municipal dumping ground for lead upto 10 km

for all lifts, complete as per directions of

Engineer-in-charge.

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding

1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, for

all lift, including getting out the excavated soil

and disposal of surplus excavated soil as

directed, within a lead of 50 m.

2.27 Supplying and filling in plinth with sand under cum 80 2123.75 169900

3 floors, including watering, ramming,

consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Reinforced cement concrete work in walls (any

thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five

level, excluding cost of centering, shuttering,

finishing and reinforcement :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.3 Reinforced cement concrete work in beams, cum 150 11505.5 1725825

suspended floors, roofs having slope up to 15

degree landings, balconies, shelves, chajjas,

lintels, bands, plain window sills, staircases

and spiral stair cases above plinth level up to

7 floor five level, excluding the cost of centering,

shuttering, finishing and 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).

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 150 392.15 58822.5

for mass concrete

SAMBALPUR DIVN-ENGG/ECOR

5.9.2 Walls (any thickness) including attached Sqm 100 842.5 84250

9 pilasters, buttresses, plinth and string courses

5.9.5 Lintels, beams, plinth beams, girders, Sqm 200 736.4 147280

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 50 961.3 48065

5.9.19 Weather shade, Chajjas, corbels etc., including Sqm 20 951.1 19022

6.0 MASONRY WORK

6.26S EXPOSED BRICK WALL

Brick work with clay flyash F.P.S. (non

modular) brick of class designation 7.5 in

superstructure above plinth level up to floor

five level in :

9.0 WOOD AND P.V.C. WORK

9.105S GYPSUM BOARD PARTITIONS

Providing and fixing factory made uPVC

glazed/wire mesh windows/ doors comprising

of lead free uPVC multi-chambered frame, sash

and mullion/coupler (where ever required)

extruded profiles having minimum wall

thickness of 1.70 mm for Series R1 and R2

profiles and 2.10 mm for Series R3 and R4

profiles conforming to EN: 12608 in any shape,

colour and design duly reinforced with

galvanized mild steel section made of required

shape & size as per CPWD Specification, uPVC

extruded glazing beads, interlocks and Inline

sash adaptor (where ever required) of

appropriate dimension, EPDM gasket,

hardware, SS 304 grade fasteners of minimum

8 mm dia with countersunk head, comprising

of matching polyamide PA6 grade sleeve for

fixing frame to finished wall as per IS 1367 :

Part 1 to 14, plastic packers, plastic caps and

necessary stainless steel screws etc. Profile of

frame, sash & mullion (if required) shall be

mitred cut and fusion welded/mechanically

jointed duly sealed at all corners, including

drilling of holes for fixing hardware and

drainage of water etc. After fixing frame the

gap between frame and adjacent finished wall

shall be filled with weather proof silicon

sealant over backer rod of approved size and

quality, all complete as per approved drawing

conforming to CPWD specification & direction

of Engineer-in-Charge. Section of steel

reinforcement and cross sections of uPVC

profiles to be as per design approved by

Engineer-in-Charge. Wire mesh / Glazing of

plain/ toughened/ laminated/ double glass unit

with / without high performance coatings as

per design requirements and conforming to IS:

3548 & IS: 16231 shall be paid separately.

Three track three panels sliding window with

two glazed & one wire mesh panels with

Aluminium channel for roller track, wool pile,

nylon rollers with SS 304 body.

9.147.A4.2 Using R3 series with frame (98 mm & above) x Sqm 20 10874.2 217484

(40 mm & above) & both glazed and fly screen

sash (30 mm & above) x (55 mm & above)

with zinc alloy (zamak) powder coated handle

on every glazed panel along with multi-point

locking system. (Height upto 1.8m)

12.0 ROOFING

SAMBALPUR DIVN-ENGG/ECOR

12.37S RAIN WATER SPOUT AND PIPE

Providing & fixing UV stabilised fiberglass

reinforced plastic sheet roofing up to any

pitch, including fixing with polymer coated 'J'

or 'L' hooks, bolts & nuts 8 mm dia. G.I

plain/bitumen washers complete but excluding

the cost of purlins, rafters, trusses etc. The

sheets shall be manufactured out of 2400 TEX

12.47 panel rovings incorporating minimum 0.3%

ultra-violet stabiliser in resin system under

approximately 2400 psi and hot cured. They

shall be of uniform pigmentation and thickness

without air pockets and shall conform to IS

10192 and IS 12866.The sheets shall be

opaque or translucent, clear or pigmented,

textured or smooth as specified.

step-down (2" or 3" or 6" ) as specified

12.50 Providing and fixing precoated galvanised iron Sqm 2500 738.65 1846625

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) of total coated thickness 0.50 mm

(base metal of minimum 0.45 mm thickness

with total coating thickness of 0.05 mm) with

zinc coating 120 grams per sqm as per IS: 277,

in 240 mpa steel grade, 5-7 microns epoxy

primer on both side of the sheet and polyester

top coat 15-18 microns. Sheet should have

16 protective guard film of 25 microns minimum

to avoid scratches during transportation and

should be supplied in single length upto 12

metre or as desired by Engineer-in-charge. The

sheet shall be fixed using self drilling /self

tapping screws of size (5.5x 55 mm) with

EPDM seal, complete upto any pitch in

horizontal/ vertical or curved surfaces,

excluding the cost of purlins, rafters and

trusses and including cutting to size and shape

wherever required.

Providing and fixing precoated galvanised steel

sheet roofing accessories of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating thickness

of 0.05 mm) with Zinc coating 120 grams per

sqm as per IS: 277, in 240 mpa steel grade, 5-

7 microns epoxy primer on both side of the

sheet and polyester top coat 15-18 microns

using self drilling/ self tapping screws

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with 100% Premium acrylic

emulsion paint (Company Depot Tinted)

having VOC less than 50 gm/litre and UV

resistance as per IS 15489:2004, Alkali &

fungal resistance, dirt resistance exterior paint

of required shade with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 2000 181.25 362500

19 litre/ 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

SAMBALPUR DIVN-ENGG/ECOR

Painting with aluminium paint of approved

brand and manufacture to give an even shade:

15.0 DISMANTLING AND DEMOLISHING

15.1S General

15.18 Dismantling steel work in built up sections in Kg 15000 5.65 84750

angles, tees, flats and channels including all

22 gusset plates, bolts, nuts, cutting rivets,

welding etc. including dismembering and

stacking within 50 metres lead.

16.0 ROAD WORK

16.42S CONCRETE PAVEMENTS

sand : 4 graded stone aggregate 40 mm

nominal size) in pavements, laid to required

slope and camber in panels as required

including consolidation finishing and tamping

26.0 NEW TECHNOLOGIES AND MATERIALS

26.73S PREFAB/PRECAST TECHNOLOGY

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite)

solid door/window/Ceosetory windows & other

Frames/Chowkhat comprising of virgin PVC

polymer of K value 58-60 (Suspension Grade),

calcium carbonate and natural fibers (wood

powder/ rice husk/ wheat husk) and non toxic

additives (maximum toxicity index of 12 for

100 gms) fabricated with miter joints after

applying PVC solvent cement and screwed with

full body threaded star headed SS screws

26.86 having minimum frame density of 750 kg/cum,

screw withdrawal strength of 2200 N (Face) &

1100 N (Edge), minimum compressive

strength of 58 N/mm2, modulus of elasticity

900 N/mm2 and resistance to spread of flame

of Class A category with property of being

termite/borer proof, water/moisture proof and

fire retardant and fixed in position with M.S

hold fast/lugs/SS dash fasteners of required

dia and length complete as per direction of

Engineer-In- Charge. (M.S hold fast/lugs or SS

dash fasteners shall be paid for separately).

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite)

solid decorative type flush door shutter of

required size comprising of virgin polymer of K

value 58-60 (Suspension Grade), calcium

carbonate and natural fibers (wood powder/

rice husk/wheat husk) and non toxic additives

(maximum toxicity index of 12 for 100 gms)

having minimum density of 650 kg/cum and

screw withdrawal strength of 1800 N (Face) &

900 N (Edge), minimum compressive strength

26.88 50 N/mm2, modulus of elasticity 850 N/mm2

and resistance to spread of flame of Class A

category with property of being termite/borer

proof, water/moisture proof and fire retardant.

WPC to be laminated with PVC foil of minimum

14 microns thick of approved design pasted

with hot melt adhesive on both faces of

shutter and fixing with stainless steel butt

hinges of required size with necessary full

body threaded star headed counter sunk S.S

screws, all as per direction of Engineer-In-

SAMBALPUR DIVN-ENGG/ECOR

Schedule Schedule C-Supply, Fabrication, erection of structural Steel work under Chapter-10 at site.

Item- 1 See item break up for details.

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

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 45000 133.7 6016500

in built up sections, trusses and framed work,

1 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

10.19 Providing and fixing mild steel round holding Kg 1500 97.2 145800

2 down bolts with nuts and washer plates

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel

etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 2000 172.6 345200

brackets, gates and similar works

Schedule Schedule F-Execution of Civil Engineering (P.Way) Works

Item- 01 Please refer items break-up for details

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

Dismantling and removing rail of all section &

length from track, laid on any type & density

of sleeper by removing fish plates, fastenings

& fish bolts and other materials including

stacking all released materials within an

average distance of 500 metres as directed by

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

shall be paid separately. 2.Work to be done

under traffic block.

1 061022 For Casual/Scattered Rail Renewal work RM 35.00 33.06 1157.10

Laying and linking all types of turnouts,

diamond crossings and Derailing switches with

52Kg / 60Kg rail section on PSC sleepers on

ballast bed, prepared after dismantling &

removal of existing turnout/normal line during

TTR/yard remodeling under traffic block, as per

standard drawing, duly leading sleepers, rails,

switches, crossings, fastenings including rail

cutting, drilling, fixing of all components,

fittings with housing of tongue rails as per

requirement of signaling, preparing ballast

bed, filling and spreading of ballast as

required, linking of turnout with track,

attending track parameters including lifting,

providing one round of packing to make track

fit for 20 kmph speed including lubrication of

fittings/fastening, complete as directed by

Engineer in-charge. Note: Payment for

dismantling & removal of existing

turnout/normal line, transportation/stacking of

released material and preparing of ballast bed

is not included in this item and shall be paid

under relevant item.

SAMBALPUR DIVN-ENGG/ECOR

3 083010 Lifting and packing for regrading the existing TRM 525.00 165.82 87055.50

PSC sleeper track to required height / level in

stages not exceeding 75mm or part thereof at

a time, providing permissible ramp for the

track, insertion of moorum / sand / stone

ballast uniformly under the existing track and

placing the same to safe approved gradient,

gauge, cushion including levelling and one

round of through packing to allow train

movement at restricted speed of 30 kmph for

a specified length with all leads & lifts and

fixing, marking, painting rail level pegs at

every 30m interval. Note: Lifting of track shall

be done in stages as per procedure prescribed

in latest edition of IRPWM to get the proposed

final level as per approved working profile, as

directed by Engineer in-charge.

4 083011 Extra for additional lift over 75mm for every TRM 175.00 25.63 4485.25

50mm lift or part thereof up to 275mm for

item nos. 083010 for each TRM.

25mm gap 'in-situ' welding during traffic block

using Railway's welding portion 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

portion and related accessories as per

Annexure - I shall be supplied by Railways. All

other items required shall be supplied by the

Contractor. 2. Welding shall be carried out only

by trained welder having valid competency

certificate. 3. Hydraulic Weld trimmer shall be

used for chipping and profile Grinder for

finishing. 4. 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.

crucible fitted with Automatic Tapping Thimble

Technology, 3 pieces Mould (Zircon washed)

and Compressed Air Petrol heating technique.

25mm gap Cess Welding with Railway's

welding portion and finishing of weld to meet

the prescribed tolerances and pass all

stipulated tests with Contractor's 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 all required handling and rehandling

of rails, marking of welded joint, painting weld

collar with anticorrosive paint, as directed by

Engineer in charge. Note: 1 . Only welding

portion and related accessories as per

Annexure - I shall be supplied by Railways. 2.

Welding shall be carried out only by trained

welder having valid competency certificate. 3.

Hydraulic Weld trimmer shall be used for

chipping and profile Grinder for finishing.

SAMBALPUR DIVN-ENGG/ECOR

crucible fitted with Automatic Tapping

Thimble, 3 pieces Mould (Zircon washed) and

Compressed Air Petrol/LPG pre heating

7 123030 Spreading of ballast, from existing stacks cum 105.00 46.27 4858.35

available along formation on top or at cess, in

required uniform thickness, compaction of

ballast layer laid on new formation at all the

locations with smooth wheeled power roller of

8-10 tonne capacity to sufficient number of

passes to form consolidated ballast bed of

approximately 250mm thickness to a width of

4m symmetrical to centre line of proposed

track in correct line & level with all ascents &

descents, as directed by Engineer in-charge.

Note: Item is inclusive of (a) providing ramp

for taking roller to formation and removing the

same & making good formation after

completion of work; (b) redistribution &

leveling of excess ballast while rolling to obtain

uniform plane cambered surface.

Linking of BG track (except at LC, Bridges and

SEJs) with any type of rail section and sleeper

of specified density, on ballast bed spread and

compacted with suitable roller, over prepared

formation including leading free rails/welded

panels available along the alignment on to

formation, leading and spreading all fittings

and fastenings, spreading of sleepers at

specified spacing, squaring, placing of rails

over sleepers and fixing rails to sleepers with

all types of fittings and fastenings to correct

gauge & alignment, lubrication of fittings and

fastenings with contractor's grease as per

IRPWM standards with contractors labour,

tools, consumables, with all lead, lifts etc.

complete and raising, levelling and initial

packing of track to make it fit for 30 kmph and

meet other prerequisites prescribed in Indian

Railway Track Machine Manual for deployment

of Tamping Machine. Note: 1.Rail cutting and

Hole drilling shall be paid separately.

2.Spreading of ballast and compaction shall be

paid separately under relevant item.

8 123042 For sleeper density of 1540 sleepers per km TRM 0.20 251.43 50.29

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.

9 131031 For PSC Sleeper Track with Sleeper Density of TRM 350.00 116.14 40649.00

Third or subsequent Through Packing of track

for all sleeper density including picking of

slacks, as required after second through

packing, subsequent to Deep Screening work

as per procedure prescribed in latest edition of

IRPWM. This item can also be used after

lifting/regrading/realignment works also. Note:

General lift is normally 25 mm and isolated lift

may be up to 50 mm.

10 131041 For PSC Sleeper Track with Sleeper Density of TRM 175.00 89.34 15634.50

SAMBALPUR DIVN-ENGG/ECOR

Anti-corrosive painting of rail outside track on

rail bottom, web, foot and fishing plane with

two coats of thickness of 100 microns each by

bituminous black paint confirms to IS-9862 of

reputed make including surface preparation,

as a complete job as per procedure prescribed

in latest edition of IRPWM.

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, dated 24.04.1991.

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 to 5 metres.

16 171014 I n Wagon where mechanical handling is MT 17.50 132.13 2312.28

possible and traffic block is not required or in

Loading, leading and unloading of 52Kg / 60Kg

rail up to 13 metre length by Railway's Rail

Dolly / Dip Lorry to the nominated location

under traffic with line protection in case road

carriage is not possible with different lead with

a lift up to 5 metre during block period.

contractor's Rail Dolly / Dip Lorry

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.

19 171053 From Wagon where mechanical handling is MT 17.50 97.04 1698.20

possible and traffic block is not required or in

Truck / trailer.

SAMBALPUR DIVN-ENGG/ECOR

Loading of 52kg / 60kg PSC normal line and

special sleepers up to 2.75 metre length in

Depot / Station / Mid-section between stations

in a neat manner to departmental material

train (DMT) or contractor's / Railway's

Truck/Trailer with crane or any other means

including crossing of one track with free lead

up to 250 metre and lift up to 5 metre, if

required with contractor's labour, tools &

plants, machinery, consumables etc. Note: In

case of any damage to sleeper during loading,

penalty @ 50% of the all inclusive cost of

sleeper shall be levied.

20 172014 I n Wagon where mechanical handling is MT 63.00 104.39 6576.57

possible and traffic block is not required or in

Truck / trailer

Loading, leading and unloading of PSC

Sleepers of 52Kg / 60Kg by Railway's Rail

Dolly/ Dip Lorry to the nominated location

under traffic in case road carriage is not

possible for different leads and lift up to 5

contractor's Rail Dolly/Dip Lorry.

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.

Unloading of 52kg / 60kg PSC line and special

sleepers up to 2.75 metre length in Depot /

Station / Mid-section between stations in neat

manner for Railway usage from departmental

material train (DMT) or contractor's / Railway's

Truck/Trailer with crane or any other means

including crossing of one track and lead up to

250 metre & lift up to 5 metre with

contractor's labour, tools & plants, machinery,

consumables etc. Note: In case of any damage

to sleeper during loading, penalty @ 50% of

the all inclusive cost of sleeper shall be levied.