Augmentation and Construction of new 8 wheeler Tower wagon sheds in place of 4 Wheeler tower wagon shed at Dadri under ADEN/ALJN

Item- 1 IRUSSOR 2021 Item Description.

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

Insertion of rails of all types & length in track,

laid on any type & density of sleeper to the

specified gauge under traffic block. Rates

include fastening of rail with sleepers with

standard 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.

1 061032 For Casual/Scattered Rail Renewal work RM 60.00 34.99 2099.40

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

Replacement of any type of sleepers in track

with PSC sleepers lying on cess or at Bridge

Approaches for casual renewal at isolated

locations with all fittings complete to specified

gauge & cross level with contractor's tools

including packing and dressing of ballast, as

directed by Engineer in-charge. Released

materials shall be neatly stacked and handed

over at specified location within an average

lead of 250 m or near either side of Bridge

approaches as directed.

2 062031 Locations other than Ballasted Deck Bridge Each 95.00 438.94 41699.30

3 083030 Boxing and profiling of ballast as per procedure TRM 30.00 24.39 731.70

prescribed in latest edition of IRPWM including

cess dressing on both sides of track. The work

will include removing excess ballast from track

and putting the same in crib and shoulder by

leading to a maximum of 50m including

crossing of track, deweeding on ballast section

etc and as directed by Engineer-In charge.

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

4 161011 60 Kg - 110/90 UTS - Outside Track Each 25.00 258.52 6463.00

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.

5 161041 Outside Track Each 55.00 47.01 2585.55

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.

6 171014 I n Wagon where mechanical handling is MT 3.00 116.79 350.37

possible and traffic block is not required or in

Truck/trailer.

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.

7 171031 For lead up to 500 metre. MT 3.00 356.93 1070.79

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 metres.

8 172031 For lead up to 500 metres MT 15.00 277.85 4167.75

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

hours at site.

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

9 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 50.00 794.59 39729.50

minimum 1.10 cum bucket capacity

10 211250 Manufacturing and fixing buffer stop with Each 2.00 15176.36 30352.72

Railway supplied rails, cutting, including

bending of rails as per plan ,with all

contractor's labour, materials, tools, plants etc.

and all lead and lift including crossing of track

where necessary and as directed by Engineer in

charge at site. Note: Excavation, fixing rails in

cement concrete, drilling of holes will be paid

separately.

Total 129250.08

Schedule B-Augmentation and Construction of new 8 wheeler Tower wagon, CPWD DSR 2021 item

Schedule

Description

Item- 2 CPWD DSR 2021 Item Description

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 300 411.3 123390

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 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, lift

upto 1.5 m, including getting out the excavated

soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

2 2.8.1 All kinds of soil. cum 470 286.85 134819.5

2.25 Filling available excavated earth (excluding cum 380 253.95 96501

rock) 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

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

plinth level :

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

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 55 6833.4 375837

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

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. Sqm 450 307.95 138577.5

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 25 766.55 19163.75

and access platform

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

5.9.5 Lintels, beams, plinth beams, girders, Sqm 180 608.35 109503

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 200 804.25 160850

Struts

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 5200 89.65 466180

500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 5700 89.65 511005

500D or more.

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

5.33 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 69.5 8683.8 603524.1

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 40 10306.2 412248

content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 35 688.45 24095.75

14 design mix over and above the specified

cement content therein.

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:

15 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 115 6882 791430

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

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

16 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 200 8512.1 1702420

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

8.31 Providing and fixing Ist quality ceramic glazed Sqm 45 1063.45 47855.25

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

17 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.

10.0 STEEL WORK

10.1 Structural steel work in single section, fixed Kg 400 93.05 37220

with or without connecting plate, including

18 cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer all

complete.

10.2 Structural steel work riveted, bolted or welded Kg 14000 111.95 1567300

in built up sections, trusses and framed work,

19 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

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 4500 142.3 640350

brackets, gates and similar works

Providing & fixing glass panes with putty and

10.30 glazing clips in steel doors, windows, clerestory

windows, all complete with :

10.30.2 5.5 mm thick glass panes (weight not less than Sqm 20 1243.5 24870

12.50 kg/sqm)

11.0 FLOORING

Cement concrete flooring 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate)

11.3 finished with a floating coat of neat cement,

including cement slurry, but excluding the cost

of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone Sqm 30 545 16350

aggregate

11.5 62 mm thick cement concrete flooring with Sqm 180 928.65 167157

concrete hardener topping, under layer 50 mm

thick cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20mm

nominal size) and top layer 12mm thick cement

hardener consisting of mix 1:2 (1 cement

hardener mix : 2 graded stone aggregate, 6mm

nominal size) by volume, hardening compound

mixed @ 2 litre per 50 kg of cement or as per

manufacture's specifications. This includes cost

of cement slurry, but excluding the cost of

nosing of steps etc. complete.

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 40 935.6 37424

of size 300x300 mm (thickness to be specified

by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such

as White, Ivory, Grey, Fume Red Brown, laid on

20 mm thick cement mortar 1:4 (1 Cement : 4

Coarse sand), Jointing with grey cement slurry

@ 3.3 kg/sqm including pointing the joints with

white cement and matching pigment etc.,

complete.

12.0 ROOFING

PRAYAGRAJ DIVISION-ENGG/NORTH 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.

25 12.41.2 110 mm diameter Metre 120 319.75 38370

Providing and fixing on wall face unplasticised -

PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.42.5 Bend 87.5 degrees

26 12.42.5.2 110 mm bend Each 35 132 4620

Providing and fixing unplasticised -PVC pipe

clips of approved design to unplasticised - PVC

rain water pipes by means of 50x50x50 mm

hard wood plugs, screwed with M.S. screws of

required length, including cutting brick work

and fixing in cement mortar 1:4 (1 cement : 4

coarse sand) and making good the wall etc.

complete.

27 12.43.2 110 mm Each 60 309.5 18570

12.50 Providing and fixing precoated galvanised iron Sqm 360 671.55 241758

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) 0.50 mm (+ 0.05 %) total coated

thickness 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 protective guard film of 25 microns

28 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 0.50 mm (+0.05 %)

total coated thickness, 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 complete

29 12.51.1 Ridges plain (500 - 600mm) Metre 80 450.6 36048

30 12.51.6 Gutter (600 mm over all girth) Metre 70 1110.6 77742

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

15 mm cement plaster on rough side of single

or half brick wall of mix:

31 13.5.1 1:4 (1 cement: 4 coarse sand) Sqm 2100 354.5 744450

Distempering with oil bound washable

13.41 distemper of approved brand and manufacture

to give an even shade :

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

13.41.1 New work (two or more coats) over and Sqm 150 162.55 24382.5

32 including water thinnable priming coat with

cement primer

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 Sqm 1800 97.6 175680

kg/10 sqm)

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

even shade :

34 13.61.1 Two or more coats on new work Sqm 525 131.45 69011.25

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 12.4 2007.1 24888.04

equivalent design mix)

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres lead

as per direction of Engineer-in-charge.

36 15.7.4 In cement mortar cum 55 1698.45 93414.75

15.18 Dismantling steel work in built up sections in Kg 1300 4.65 6045

angles, tees, flats and channels including all

37 gusset plates, bolts, nuts, cutting rivets,

welding etc. including dismembering and

stacking within 50 metres lead.

Dismantling roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

38 15.28.1 G.S. Sheet Sqm 100 136 13600

16.0 ROAD WORK

16.49S MISCELLANEOUS

Providing and laying factory made chamfered

edge Cement Concrete paver blocks in

footpath, parks, lawns, drive ways or light

traffic parking etc, of required strength,

thickness & size/ shape, made by table

vibratory method using PU mould, laid in

required colour & pattern over 50mm thick

16.91 compacted bed of sand, compacting and

proper embedding/laying of inter locking paver

blocks into the sand bedding layer through

vibratory compaction by using plate vibrator,

filling the joints with sand and cutting of paver

blocks as per required size and pattern,

finishing and sweeping extra sand. complete all

as per direction of Engineer-in-Charge.

16.91.2 80 mm thick C.C. paver block of M-30 grade Sqm 635 1011.2 642112

with approved color design and pattern.

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 5 5781.35 28906.75

size 580x440 mm with integral type foot rests

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

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 5 1679.6 8398

41 550x 400 mm with single 15 mm C.P. brass

pillar tap

17.23 Providing and fixing white vitreous china flat Each 5 1382.3 6911.5

back or wall corner type lipped front urinal

basin of 430x260x350 mm or 340x410x265

mm sizes respectively.

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete with

G.I. fittings and clamps, i/c cutting and making

good the walls etc.-Internal work - Exposed on

43 18.10.1 15 mm dia nominal bore Metre 40 304.15 12166

44 18.10.3 25 mm dia nominal bore Metre 70 491.2 34384

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve with

C.I. wheel of approved quality (screwed end) :

45 18.17.1 25 mm nominal bore Each 5 532.35 2661.75

Providing and fixing uplasticised PVC

connection pipe with brass unions :

18.21.2 45 cm length

46 18.21.2.1 15 mm nominal bore Each 5 85.2 426

18.54S PTMT FITTINGS

Providing and fixing PTMT bib cock of approved

quality and colour.

18.54.1 15mm nominal bore, 86 mm long, weighing not Each 10 109.85 1098.5

less than 88 gms

Providing and fixing PTMT stop cock of

approved quality and colour.

18.55.1 15 mm nominal bore, 86 mm long, weighing Each 5 103.15 515.75

not less than 88 gms

18.59S AIR VALVE & WATER METER (BULK TYPE)

18.63 Providing and fixing PTMT angle stop cock 15 Each 5 136.6 683

49 mm nominal bore, weighing not less than 85

23.0 RAIN WATER HARVESTING & TUBEWELLS

Boring/drilling bore well of required dia for

casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including

collecting samples from different strata,

preparing and submitting strata chart/ bore log,

23.2 including hire & running charges of all

equipments, tools, plants & machineries

required for the job, all complete as per

direction of Engineer -in-charge, beyond 90

metre & upto 150 metre depth below ground

level.

23.2.1 All types of soil

50 23.2.1.1 300 mm dia Metre 60 690.7 41442

Supplying, assembling, lowering and fixing in

vertical position in bore well, unplasticized PVC

medium well casing (CM) pipe of required dia,

23.3 conforming to IS: 12818, including required hire

and labour charges, fittings & accessories etc.

all complete, for all depths, as per direction of

Engineer -in-charge.

51 23.3.2 150 mm nominal size dia Metre 30 668.5 20055

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

Supplying, assembling, lowering and fixing in

vertical position in bore well unplasticized PVC

medium well screen (RMS) pipes with ribs,

23.4 conforming to IS: 12818, including hire & labour

charges, fittings & accessories etc. all

complete, for all depths, as per direction of

Engineer-in-charge.

52 23.4.2 150 mm nominal size dia Metre 30 681.9 20457

23.9 Providing and fixing factory made precast RCC Each 6 1213.25 7279.5

perforated drain covers, having concrete of

strength not less than M-25, of size 1000 x

450x50 mm, reinforced with 8 mm dia four nos

longitudinal & 9 nos cross sectional T.M.T. hoop

bars, including providing 50 mm dia

perforations @ 100 to 125 mm c/c, including

providing edge binding with M.S. flats of size 50

mm x 1.6 mm complete, all as per direction of

Engineer-in-charge.

Total 10714624.39