Improvement of existing track machine stabling siding by providing resting facilities, pathway and water connection under the the jurisdiction of ADEN/I/Bhilai.

Ver-II, Vol-I & II. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B-Execution of all works connected with above work covered under 2143167.32 Below/P SECR-HQ-IR-USSOR 2021 of IR unified standard specification ar

Description:- Through Sleeper Renewal (TSR) with PSC sleepers involving removal existing sleepers of any type along with fittings from track, insertion of PSC sleepers lying along the cess / formation /

round of through packing to make track fit for 20 kmph speed, dressing of ballast to standard profile, all in accordance with the latest provisions of IRPWM and stacking of all released material neatly at specified places within an average lead of 100 m as directed by Engineer in-charge. For location of work not involving deep screening

Description:- Insertion of rails of all types & length in track, laid on any type & density of sleeper to

set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately. For Through Rail Renewal work

Description:- Drilling of hole of different diameter and chamfering, in rail of any section and any

of dia. 26.5mm and above RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres. For lead up to 500 metres

Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres. For lead beyond 500 metre and up to 1 Km

Description:- Loading, leading and unloading of all types of P.Way fittings and all other

vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead up to 5 Km

Description:- Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road

points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead up to 5 Km

Description:- Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road

points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 5 Km and up to 10 km

Description:- Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road

points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 30 Km and up to 50 km

Description:- Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's

carriage is not possible with different lead with a lift up to 5 metre during block period. For lead up to

Description:- Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's

carriage is not possible with different lead with a lift up to 5 metre during block period. For lead beyond 500 metre and up to 1 Km.

Description:- Construction of Sanded Dead End as per RDSO's Drawing no. RT-347 (with all

coarse sand, surrounding rails and filling around. Note: Cost of brick and sand is not included in the rate.

Description:- First or Second Through Packing of track of all sleeper density including giving a

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. For PSC Sleeper Track with Sleeper Density of 1660

Description:- Third or subsequent Through Packing of track for all sleeper density including picking

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. For PSC Sleeper Track with Sleeper Density of 1660

Description:- Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after

Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. 1 in

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY Description:- Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of

sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately.

Description:- 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,

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) 60 Kg - 110/90 UTS - Outside Track

Description:- 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

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. For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble , 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique

Description:- 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

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. For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique

Description:- 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,

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. 1 in 12 Turnouts S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () C-Execution of all works connected with above work covered under 197841.00 Below/P SECR-HQ-IR-USSOR 2010 of IR unified standard specification ar

all contractor's tools, plants, material and labour up to 75 meters : For 200 mm dia

Description:- Drilling of bore well for specified depth in all types of soil and rock mechanically with

200mm dia RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

03 Description:- Extra for using slotted or perforated MS casing pipe : 200 mm internal pipe.

thickness up to specified depth below ground level with all contractor's tools, plants, material and labour etc. complete : 200 mm internal pipe S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () D-Execution of all works connected with above work covered under 84636.00 Below/P NON-Schedule Items of this schedule. ar NS1 900.00 cum 94.04 84636.00 AT Par 84636.00 Description:- Spreading of stone ballast on track and points & crossings from the quantity available

formation in bank and cuttings as directed by the Engineer-in-charge with a free lead upto 100 meters and lift upto 3.0 meters inclusive of descent, loading, unloading, labour and materials required including crossing one or more running railway lines if required etc. Complete.

II, Vol-I & II.

Item- 01 Execution of all works connected with above work covered under CPWD-DSR-2021 Ver-II, Vol-I & II.

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 30 411.3 12339

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

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as

2.6 well as 10 sqm on plan) including getting out

and disposal of excavated earth lead upto 50 m

and lift upto 1.5 m, as directed by Engineer-in-

2.25 Filling available excavated earth (excluding rock) cum 20 253.95 5079

in trenches, plinth, sides of foundations etc. in

layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 50 m and lift upto 1.5

2.25A Excavating, supplying and filling of local earth cum 3200 368.65 1179680

(including royalty) by mechanical transport upto

a lead of 5km also including ramming and

watering of the earth in layers not exceeding 20

cm in trenches, plinth, sides of foundation etc.

2.27 Supplying and filling in plinth with sand under cum 10 2161.2 21612

5 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

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived cum 15 7365.15 110477.25

from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

4.10S DAMP-PROOF COURSE

4.12 Extra for providing and mixing water proofing Per bag 3840 57.15 219456

material in cement concrete work in doses by of

weight of cement as per manufacturer's cement

specification. of 50kg

5.0 REINFORCED CEMENT CONCRETE

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. for Sqm 720 307.95 221724

5.9.3 Suspended floors, roofs, landings, balconies and Sqm 20 766.55 15331

access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 30 608.35 18250.5

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 20 804.25 16085

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 45909 89.65 4115741.85

Providing and fixing sheet covering over

expansion joints with iron screws as per design.

5.30 Add for plaster drip course/ groove in plastered Metre 40 64.7 2588

surface or moulding to R.C.C. projections.

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for all

leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge; for the

following grades of concrete. Note: Extra cement

up to 10% of the minimum specified cement

content in design mix shall be payable

separately. In case the cement content in design

mix is more than 1.10 times of the specified

minimum cement content, the contractor shall

have discretion to either re-design the mix or

bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 556 8683.8 4828192.8

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 28 10306.2 288573.6

content of 330 kg /cum

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

6.0 MASONRY WORK

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

6.26S EXPOSED BRICK WALL

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

6.32 brick of class designation 7.5 in superstructure

above plinth level up to floor five level in :

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 30 1063.45 31903.5

wall tiles conforming to IS: 15622 (thickness to

be specified by the manufacturer), of approved

make, in all colours, shades except burgundy,

bottle green, black of any size as approved by

19 Engineer-in-Charge, in skirting, risers of steps

and dados, over 12 mm thick bed of cement

mortar 1:3 (1 cement : 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per

sqm, including pointing in white cement mixed

with pigment of matching shade complete.

9.0 WOOD AND P.V.C. WORK

Providing and fixing panelled or panelled and

glazed shutters for doors, windows and

clerestory windows, fixing with butt hinges of

required size with necessary screws, excluding

panelling which will be paid for separately, all

complete as per direction of Engineer-in-charge.

(Note:- Butt hinges and necessary screws shall

be paid separately)

9.7.8 Fly proof stainless steel grade 304 wire gauge Sqm 10 1521.6 15216

20 with 0.5 mm dia. wire and 1.4mm wide aperture

with matching wood beading

10.0 STEEL WORK

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

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 220 142.3 31306

brackets, gates and similar works

11.0 FLOORING

11.16S TILE FLOORING

Chequerred precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed with

neat cement slurry mixed with pigment to match

the shade of tiles, including rubbing and

cleaning etc. complete, on 20 mm thick bed of

cement mortar 1:4 (1 cement: 4 coarse sand).

22 11.20.3 Dark shade pigment using ordinary cement Sqm 1200 983.95 1180740

11.41S VITRIFIED FLOOR TILES

Providing and laying vitrified floor tiles in

different sizes (thickness to be specified by the

manufacturer) with water absorption less than

0.08% and conforming to IS: 15622, of approved

11.41 make, in all colours and shades, laid on 20mm

thick cement mortar 1:4 (1 cement : 4 coarse

sand), jointing with grey cement slurry @ 3.3 kg/

s q m including grouting the joints with white

cement and matching pigments etc., complete.

12.0 ROOFING

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Providing, fixing and embedding sand cast iron

accessories for rain water pipes in the masonry

12.40 surrounded with 12 mm thick cement mortar of

the same mix, as that of masonry (lead caulking

will be paid for separately):

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

12.41 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for

thermal expansion, (i) Single socketed pipes.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris putty of 2 Sqm 50 214.3 10715

26 mm thickness over plastered surface to prepare

the surface even and smooth complete.

Distempering with 1st quality acrylic distemper

(ready mixed) having VOC content less than 50

13.42 gms/litre, of approved manufacturer, of required

shade and colour complete, as per

manufacturer's specification.

13.44S EXTERIOR FINISHING

Finishing walls with Premium Acrylic Smooth

13.47 exterior paint with Silicone additives of required

13.47.1 New work (Two or more coats applied @ 1.43 Sqm 30 162.35 4870.5

28 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

Painting with synthetic enamel paint of approved

brand and manufacture to give an even shade :

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.

17.0 SANITARY INSTALLATIONS

Providing and fixing water closet squatting pan

(Indian type W.C. pan ) with 100 mm sand cast

Iron P or S trap, 10 litre low level white P.V.C.

flushing cistern, including flush pipe, with

manually controlled device (handle lever)

conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making

good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 2 5781.35 11562.7

size 580x440 mm with integral type foot rests

Providing and fixing white vitreous china

pedestal type water closet (European type W.C.

pan) with seat and lid, 10 litre low level white

P.V.C. flushing cistern, including flush pipe, with

manually controlled device (handle lever),

conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making

good the walls and floors wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic seat Each 2 5540.55 11081.1

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Providing and fixing white vitreous china flat

back half stall urinal of size 580x380x350 mm

with white PVC automatic flushing cistern, with

fittings, standard size C.P. brass flush pipe,

spreaders with unions and clamps (all in C.P.

brass) with waste fitting as per IS : 2556, C.I.

trap with outlet grating and other couplings in

C.P. brass, including painting of fittings and

cutting and making good the walls and floors

wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. Each 3 10128.3 30384.9

automatic flushing cistern

Providing and fixing wash basin with C.I.

brackets, 15 mm C.P. brass pillar taps, 32 mm

17.7 C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:

17.7.4 White Vitreous China Flat back wash basin size Each 2 1679.6 3359.2

34 550x 400 mm with single 15 mm C.P. brass pillar

17.31 Providing and fixing 600x450 mm beveled edge Each 2 1411.15 2822.3

mirror of superior glass (of approved quality)

35 complete with 6 mm thick hard board ground

fixed to wooden cleats with C.P. brass screws

and washers complete.

17.33 Providing and fixing 600x120x5 mm glass shelf Each 2 942.15 1884.3

with edges round off, supported on anodised

36 aluminium angle frame with C.P. brass brackets

and guard rail complete fixed with 40 mm long

screws, rawl plugs etc., complete.

17.56 Providing and fixing terminal guard :

17.71 Providing and fixing PTMT liquid soap container Each 3 146.3 438.9

109 mm wide, 125 mm high and 112 mm

distance from wall of standard shape with

bracket of the same materials with snap fittings

of approved quality and colour, weighing not less

Providing and fixing PTMT towel rail complete

with brackets fixed to wooden cleats with CP

brass screws with concealed fittings

arrangement of approved quality and colour.

17.73.1 450 mm long towel rail with total length of 495 Each 3 573.6 1720.8

39 mm, 78 mm wide and effective height of 88 mm,

weighing not less than 170 gms

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC

plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC

solvent cement, trenching, refilling & testing of

joints complete as per direction of Engineer in

Charge.-External work

Providing and fixing G.I. Pipes complete with G.I.

fittings and clamps, i/c making good the walls

18.11 etc. concealed pipe, including painting with anti

corrosive bitumastic paint, cutting chases and

making good the wall :

Providing and fixing G.I. pipes complete with G.I.

18.12 fittings including trenching and refilling etc.-

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES

18.48 Providing and placing on terrace (at all floor Litre 2000 9.7 19400

levels) polyethylene water storage tank, IS :

12701 marked, with cover and suitable locking

arrangement and making necessary holes for

inlet, outlet and overflow pipes but without

fittings and the base support for tank.