NERUL & AIROLI: Repairs to Railway offices & Toilets, Platform wall , Coping & Platform surface, COP, Valley Gutter, Downtake pipes, Staircase, Subway, Wall tiles, Facility for Divyangjan on platforms, Toliets, Water booth, Platform name boards & Signboards including complete painting at Nerul & Airoli Railway Station under DEN (HB)/CSMT section.

platforms, Toliets, Water booth, Platform name boards & Signboards including complete painting at

Nerul & Airoli Railway Station under DEN (HB)/CSMT section.

Item- 1 Repairs to Railway offices & toilet

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

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

(zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size

derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 1.08 10585.9 11432.77

level up to floor five level precast reinforced

cement concrete work in string courses,

bands, copings, bed plates, anchor blocks,

plain window sills and the like, including the

2 cost of required centering, shuttering but ,

excluding cost of 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).

5.22S 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 Kg 84.78 107.85 9143.52

Fe-500D or more.

6.0 MASONRY WORK

6.26S EXPOSED BRICK WALL

6.38 Providing and laying Autoclaved Aerated cum 26 10195.45 265081.7

Concrete (AAC) blocks masonry 100 mm /

125 mm thick with Grade-1 AAC blocks of

density 551 to 650 kg/cum conforming to IS:

2185 (Part 3) in super structure above plinth

level up to floor V level in cement mortar 1:4

(1 cement : 4 coarse sand). The rate includes

providing and placing in position 2 Nos 6 mm

dia M.S. bars at every third course of

8.0 CLADDING WORK

8.1S General

Providing and fixing 18 mm thick gang saw

cut, mirror polished, premoulded and

prepolished, machine cut for kitchen

platforms, vanity counters, window sills,

facias and similar locations of required size,

approved shade, colour and texture laid over

20 mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment,

epoxy touch ups, including rubbing, curing,

moulding and polishing to edges to give high

gloss finish etc. complete at all levels

Granite stone slab colour black, Cherry/Ruby

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 250 1267.95 316987.5

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 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

9.1S FRAMES AND TRUSSES

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I)

decorative type, core of block board

9.20 construction with frame of 1st class hard

wood and well matched teak 3 ply veneering

with vertical grains or cross bands and face

veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Sqm 30 3473.85 104215.5

Steel butt hinges with necessary screws

9.70S STAINLESS STEEL FITTINGS

Providing and fixing IS : 12817 marked

9.70 stainless steel butt hinges with stainless steel

screws etc. complete :

9.72S BRASS FITTINGS

Providing and fixing bright finished brass

9.74 tower bolts (barrel type) with necessary

screws etc. complete :

Providing and fixing bright finished brass door

latch with necessary screws etc. complete :

Providing and fixing bright finished brass

handles with screws etc. complete:

9.83 Providing and fixing aluminium die cast body Each 15 1124.85 16872.75

tubular type universal hydraulic door closer

(having brand logo with ISI, IS : 3564,

16 embossed on the body, door weight upto 35

kg and door width upto 700 mm), with

necessary accessories and screws etc.

9.105S GYPSUM BOARD PARTITIONS

Providing & Fixing decorative high pressure

laminated sheet of plain / wood grain in gloss

/ matt/ suede finish with high density

9.127 protective surface layer and reverse side of

adhesive bonding quality conforming to IS :

2046 Type S, including cost of adhesive of

approved quality.

10.0 STEEL WORK

10.1S General

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Steel work in built up tubular (round, square

or rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position

and applying a priming coat of approved

steel primer, including welding and bolted

with special shaped washers etc. complete.

11.0 FLOORING

11.26S KOTA STONE FLOORING

Kota stone slab flooring over 20 mm

(average) thick base laid over and jointed

with grey cement slurry mixed with pigment

11.26 to match the shade of the slab, including

rubbing and polishing complete with base of

cement mortar 1 : 4 (1 cement : 4 coarse

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 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/ sqm including

grouting the joints with white cement and

matching pigments etc., complete.

Providing and laying Vitrified tiles in floor in

different sizes (thickness to be specified by

the manufacturer) with water absorption less

than 0.08% and conforming to IS:15622, of

approved brand & manufacturer, in all colours

and shade, laid on 20 mm thick cement

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

with grey cement slurry @3.3 kg/sqm

including grouting the joints with white

cement and matching pigments etc. The tiles

must be cut with the zero chipping diamond

cutter only . Laying of tiles will be done with

the notch trowel, plier, wedge, clips of

required thickness, leveling system and

rubber mallet for placing the tiles gently and

Glazed Vitrified tiles Matt/Antiskid finish of

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

Providing and fixing on wall face 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, (i) Single

socketed pipes.

Providing and fixing on wall face unplasticised

- PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

12.42 conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS :

5382, leaving 10 mm gap for thermal

12.42.1 Coupler

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

12.42.5 Bend 87.5 degree

12.42.6 Shoe (Plain)

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.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of paris putty Sqm 1127.56 262.7 296210.01

of 2 mm thickness over plastered surface to

prepare the surface even and smooth

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using

Primer as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 2205.15 193.7 427137.56

30 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.91 Removing dry or oil bound distemper, water Sqm 2205.15 25.15 55459.52

proofing cement paint and the like by

31 scrapping, sand papering and preparing the

surface smooth including necessary repairs to

scratches etc. complete.

14.0 REPAIRS TO BUILDING

14.75AS ROUTINE MAINTENANCE WORK

14.75A Cleaning of terrace/loft water storage tank Litre 12000 .5 6000

(inside surface area) upto 2000 litre capacity

at all heights with coconut brushes, duster

etc., removal of silt, rubbish from the tank

and cleaning the tank with fresh water

disinfecting with bleaching powder @0.5gm

per litre capacity of tank including marking

the date of cleaning on the side of tank body

with the help of stencil and paint and

32 disposing of malba all complete as per

direction of Engineer-in-Charge. (The old date

already written on tank should be removed

with paint remover or black paint and if date

is not written with the stencil or old date is

not removed deduction will be made @ Rs.

0.10 per litre) (if during cleaning any GI

fittings or ball cock is damaged that is to be

repaired by contractor at his own cost and

nothing extra will be paid on this account)

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Dismantling tile work in floors and roofs laid

15.23 in cement mortar including stacking material

within 50 metres lead.

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

15.56 Dismantling old plaster or skirting raking out Sqm 1127.56 54.65 61621.15

joints and cleaning the surface for plaster

including disposal of rubbish to the dumping

ground within 50 metres lead.

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing white vitreous china flat

back or wall corner type lipped front urinal

basin of 430x260x350 mm and 340x410x265

mm sizes respectively with automatic

17.4 flushing cistern with standard flush pipe and

C.P. brass spreaders with brass unions and

G.I clamps complete, including painting of

fittings and brackets, cutting and making

good the walls and floors wherever required :

17.4.1 One urinal basin with 5 litre white P.V.C. Each 15 6258.75 93881.25

automatic flushing cistern

Providing and fixing wash basin with C.I.

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

mm C.P. brass waste of standard pattern,

including painting of fittings and brackets,

cutting and making good the walls wherever

17.7.1 White Vitreous China Wash basin size Each 12 2648.85 31786.2

36 630x450 mm with a pair of 15 mm C.P. brass

Providing and fixing white vitreous china

water closet squatting pan (Indian type) :

17.15 Providing and fixing white vitreous china Each 15 2784.95 41774.25

38 pedestal type (European type/ wash down

type) water closet pan.

Providing and fixing P.V.C. low level flushing

cistern with manually controlled device

(handle lever) conforming to IS : 7231, with

all fittings and fixtures complete.

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 and

fixing the pipe with clamps at 1.00 m

spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement

and the cost of cutting chases and making

good the same including testing of joints

complete as per direction of Engineer in

Charge. Concealed work, including cutting

chases and making good the walls etc.

18.15S BRASS FITTINGS

Providing and fixing brass bib cock of

approved quality :

Providing and fixing brass stop cock of

approved quality :

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality (screwed

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure, with

plastic floats complete :

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass bib cock of

approved quality conforming to IS:8931 :

Providing and fixing C.P. brass stop cock

18.52 (concealed) of standard design and of

approved make conforming to IS:8931.

Providing and fixing C.P. brass angle valve for

18.53 basin mixer and geyser points of approved

quality conforming to IS:8931

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing, laying and jointing glazed

stoneware pipes class SP-1 with stiff mixture

19.1 of cement mortar in the proportion of 1:1 (1

cement : 1 fine sand) including testing of

joints etc. complete :

Providing and laying non-pressure NP2 class

(light duty) R.C.C. pipes with collars jointed

19.6 with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete :

21.0 ALUMINIUM WORK

21.1S General

Providing and fixing aluminium work for

doors, windows, ventilators and partitions

with extruded built up standard tubular

sections/ appropriate Z sections and other

sections of approved make conforming to IS:

733 and IS: 1285, fixing with dash fasteners

of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM rubber/

neoprene gasket etc. Aluminium sections

shall be smooth, rust free, straight, mitred

and jointed mechanically wherever required

including cleat angle, Aluminium snap

beading for glazing / panelling, C.P. brass /

stainless steel screws, all complete as per

architectural drawings and the directions of

Engineer-in-charge. (Glazing, panelling and

dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum Kg 84 530.9 44595.6

thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots

and making provision for fixing of fittings

wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings

shall be paid for separately)

21.1.2.2 Powder coated aluminium (minimum Kg 72 634.45 45680.4

thickness of powder coating 50 micron)

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Providing and fixing 12 mm thick

prelaminated particle board flat pressed

three layer or graded wood particle board

conforming to IS: 12823 Grade l Type ll, in

21.2 panelling fixed in aluminium doors, windows

shutters and partition frames with C.P. brass /

stainless steel screws etc. complete as per

architectural drawings and directions of

engineer-in-charge.

21.2.2 Pre-laminated particle board with decorative Sqm 16 1115.4 17846.4

lamination on both sides

Providing and fixing glazing in aluminium

door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene

21.3 gasket etc. complete as per the architectural

drawings and the directions of engineer-in-

charge . (Cost of aluminium snap beading

shall be paid in basic item):

21.3.1 With float glass panes of 4.0 mm thickness Sqm 13.5 1176.8 15886.8

(weight not less than 10kg/sqm)

22.0 WATER PROOFING

22.1S General

22.22A P r o v i d i n g and applying fibre reinforced Sqm 524 563.1 295064.4

elastomeric liquid water proofing membrane

with resilient acrylic polymers having Sun

Reflectivity Index (SRI) of 105 on top of

concrete roof in three coats @10.76 litre/ 10

sqm. One coat of self-priming of elastomeric

water proofing liquid (dilution with water in

56 the ratio of 3:1) and two coats of undiluted

elastomeric water proofing liquid (dry film

thickness of complete application/system not

less than 500 microns). The operation shall

be carried out after scrapping and properly

cleaning the surface to remove loose particles

with wire brushes, complete in all respect as

per the direction of Engineer-in-Charge.

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 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).

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite)

solid plain 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 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

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-

Schedule Schedule E1-Repairs to platform wall, coping & platform surface

Item- 1 Part E1 MS item

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 125 494.1 61762.5

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

over areas (exceeding 30 cm in depth, 1.5 m

2.6 in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and for all lift, as directed by

Engineer-in-charge.

2.25A Excavating, supplying and filling of local cum 99 700.5 69349.5

earth (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. 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)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

5 4.3.1 Foundations, footings, bases for columns Sqm 48 392.15 18823.2

5.0 REINFORCEMENT CEMENT CONCRETE

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 9 10585.9 95273.1

level up to floor five level precast reinforced

cement concrete work in string courses,

bands, copings, bed plates, anchor blocks,

plain window sills and the like, including the

6 cost of required centering, shuttering but ,

excluding cost of 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).

5.22S 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 Kg 706.5 107.85 76196.03

Fe-500D or more.

11.0 FLOORING

11.16S TILE FLOORING

Chequered precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed

with neat cement slurry mixed with pigment

11.20 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

11.20.2 Medium shade pigment using 50% white Sqm 1296 1328.35 1721541.6

cement 50% Grey cement

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using

Primer as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 1512 193.7 292874.4

9 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

15.0 DISMANTLING AND DEMOLISHING

15.1S General

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 cum 25 2434.25 60856.25

(including equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 12 3551.25 42615

mechanical means including stacking of steel

11 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

15.25 Dismantling stone slab flooring laid in cement Sqm 1296 266.45 345319.2

mortar including stacking of serviceable

material and disposal of unserviceable

material within 50 metres lead.

16.0 ROAD WORK

16.49S MISCELLANEOUS

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

16.90 Providing and laying tactile tile (for vision Sqm 324 2017.6 653702.4

impaired persons as per standards) of size

300x300x9.8mm having with water

absorption less than 0.5% and conforming to

IS:15622 of approved make in all colours and

shades in for outdoor floors such as footpath,

13 court yard, multi modals location etc., laid on

20mm thick base of cement mortar 1:4 (1

cement : 4 coarse sand) in all shapes &

patterns including grouting the joints with

white cement mixed with matching pigments

etc. complete as per direction of Engineer-in-

26.0 NEW TECHNOLOGIES AND MATERIALS

26.28S REPAIR AND REHABILITATION ITEMS

Chipping of unsound/weak concrete material

from slabs, beams, columns etc. with manual

Chisel and/ or by standard power driven

percussion type or of approved make

including tapering of all edges, making

26.28 square shoulders of cavities including

cleaning the exposed concrete surface and

reinforcement with wire brushes etc. and

disposal of debris for all lead and lifts all

complete as per direction of Engineer-In-

Cleaning of reinforcement from rust from the

reinforcing bars to give it a total rust free

steel surface by using alkaline chemical rust

remover of approved make with paint brush

26.29 and removing loose particles after 24 hours

of its application with wire brush and

thoroughly washing with water and allowing it

to dry, all complete as per direction of

Engineer-In-Charge.

Providing, mixing and applying bonding coat

of approved adhesive on chipped portion of

RCC as per specifications and direction of

Engineer-In-charge complete in all respect.

modified cementitious bond coat @ 2.2 kg

cement per sqm of surface area mixed with

specified proportion of approved polymer

Providing, mixing and applying SBR polymer

(of approved make) modified Cement mortar

in proportion of 1:4 (1 cement: 4 graded

coarse sand with polymer minimum 2% by

wt. of cement used) as per specifications and

directions of Engineer-in-charge. Note:

Measurement and payment: The pre-

measurement of thickness shall be done just

after the surface preparation is completed

and Payment under this item shall be made

only after proper wet curing has been done

and surface has been satisfactorily evaluated

by sounding / tapping with a blunt metal

instrument and/or the 75 mm size cube

crushing strength at the end of 28 days to be

not less than 30 N/Sqmm2).

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

26.40 Providing and fixing hard drawn steel wire Sqm 810 902.55 731065.5

fabric of size 75 x25 mm mesh or other

suitable size wire mesh to be fixed & firmly

anchored to the concrete surface by means

of "L" shaped mild steel shear key welded

with existing reinforcement including the cost

of materials, labour, tool & plants as

approved by Engineer-in-charge.

Schedule F1-Repair to COP, valley gutter, Downtake pipe, staircase subway, wall tiles, facility for

Schedule Divyangjan on platforms, toilets, water booth, platform name boards & sign boards including

complete painting.

Item- 1 MS item

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

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

(zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size

derived from natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

2 4.3.1 Foundations, footings, bases for columns Sqm 5.4 392.15 2117.61

5.0 REINFORCEMENT CEMENT CONCRETE

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 9 10585.9 95273.1

level up to floor five level precast reinforced

cement concrete work in string courses,

bands, copings, bed plates, anchor blocks,

plain window sills and the like, including the

3 cost of required centering, shuttering but ,

excluding cost of 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).

5.22S 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 Kg 706.5 107.85 76196.03

Fe-500D or more.

8.0 CLADDING WORK

8.1S General

Providing and fixing 18 mm thick gang saw

cut, mirror polished, premoulded and

prepolished, machine cut for kitchen

platforms, vanity counters, window sills,

facias and similar locations of required size,

approved shade, colour and texture laid over

20 mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment,

epoxy touch ups, including rubbing, curing,

moulding and polishing to edges to give high

gloss finish etc. complete at all levels

Granite stone slab colour black, Cherry/Ruby

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Stone tile (polished) work for wall lining over

12 mm thick bed of cement mortar 1:3 (1

8.9 cement : 3 coarse sand) and cement slurry @

3.3 kg/sqm including pointing in white

cement complete.

8.9.1 8 mm thick

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 500 1267.95 633975

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 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

10.1S General

10.2 Structural steel work riveted, bolted or Kg 2279.62 133.7 304785.19

welded in built up sections, trusses and

9 framed work, including cutting, hoisting,

fixing in position and applying a priming coat

of approved steel primer all complete.

Steel work in built up tubular (round, square

or rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position

and applying a priming coat of approved

steel primer, including welding and bolted

with special shaped washers etc. complete.

10.28 Providing and fixing stainless steel ( Grade Kg 2100 772.4 1622040

304) railing made of Hollow tubes, channels,

plates etc., including welding, grinding,

buffing, polishing and making curvature

(wherever required) and fitting the same with

necessary stainless steel nuts and bolts

complete, including fixing the railing with

necessary accessories & stainless steel dash

fasteners , stainless steel bolts etc., of

required size, on the top of the floor or the

side of waist slab with suitable arrangement

as per approval of Engineer-in-charge, (for

payment purpose only weight of stainless

steel members shall be considered excluding

fixing accessories such as nuts, bolts,

fasteners etc.).

11.0 FLOORING

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor Sqm 160 1096.55 175448

tiles 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.

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

11.37A Providing and fixing 1st quality ceramic Sqm 60 1112.7 66762

glazed floor 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

13 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

11.41S VITRIFIED FLOOR TILES

11.53 Providing and fixing Glass mossaic tiles on Sqm 756 3891.15 2941709.4

finished plain wall surface of size 20 mm x 20

mm x 4 mm in all colour, design , fixing in

customize design as per direction of

Engineer-in- Charge. The glass mosaic tiles to

14 be fixed on the wall surface with the help of

approved adhesive applied at the rate of 2.5

kg per sqm and grouting of the same. The

rate is inclusive of all operation, material and

required pattern approved by Engineer-in-

12.0 ROOFING

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 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.

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 :

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using

Primer as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 2970 193.7 575289

17 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

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.

13.91 Removing dry or oil bound distemper, water Sqm 2970 25.15 74695.5

proofing cement paint and the like by

19 scrapping, sand papering and preparing the

surface smooth including necessary repairs to

scratches etc. complete.

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

14.0 REPAIRS TO BUILDING

14.72S FINISHING

14.72 Providing and fixing double scaffolding Sqm 6480 338.25 2191860

system (cup lock type) on the exterior side,

up to seven story height made with 40 mm

dia M.S. tube 1.5 m centre to centre,

horizontal & vertical tubes joining with cup &

lock system with M.S. tubes, M.S. tube

challies, M.S. clamps and M.S. staircase

system in the scaffolding for working

platform etc. and maintaining it in a

serviceable condition for the required

20 duration as approved and removing it there

after. The scaffolding system shall be

stiffened with bracings, runners, connection

with the building etc wherever required for

inspection of work at required locations with

essential safety features for the workmen

etc. complete as per directions and approval

of Engineer-in-charge .The elevational area of

the scaffolding shall be measured for

payment purpose .The payment will be made

once irrespective of duration of scaffolding.

14.75AS ROUTINE MAINTENANCE WORK

14.76 Cleaning and desilting of gully trap chamber, Each 50 108.3 5415

including removal of rubbish mixed with

earth etc. and disposal of same, all as per the

direction of Engineer-in-charge.

14.77 Cleaning of chocked sewer line by diesel Metre 200 340.75 68150

running vehicle mounting hydraulic operated

high pressure suction cum jetting sewer

cleaning machine fitted with pump having

4000 litres suction capacity and 6000 litres

water jetting tank capacity including skilled

22 operator, supervising engineer etc. for

cleaning and partial desilting of manholes

and dechocking of sewer lines. Dechocking

and flushing of sewer line from one manhole

to another by high pressure jetting system of

2200 PSI for sewer line from 150mm dia upto

14.78 Cleaning of under ground sump, Over Head Sqm 54 84.85 4581.9

R.C.C. Tank ( independent staging) including

disposal of slit and rubbish, all as per

direction of Engineer-in-Charge. The cleaning

shall consist following operations:-(i)Tank

shall be emptied of water by pumping &

bottom shall be cleaned of silt and other

deposits.(ii) Entire surface area of the sump

23 shall then scrubbed thoroughly with wire

brush etc. and pressure washed with water.

(iii) Chlorination of RCC internal surface by

liquid chlorine.(iv) The treated surface shall

be dried using air jetting and all loose

particles shall be removal from the surface.

(v) Finally the surface shall be treated with

ultraviolet radiation etc.as per direction of

Engineer-in-Charge.

15.0 DISMANTLING AND DEMOLISHING

15.1S General

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 cum 27 2434.25 65724.75

(including equivalent design mix)

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Dismantling tile work in floors and roofs laid

15.23 in cement mortar including stacking material

within 50 metres lead.

26.0 NEW TECHNOLOGIES AND MATERIALS

26.28S REPAIR AND REHABILITATION ITEMS

Chipping of unsound/weak concrete material

from slabs, beams, columns etc. with manual

Chisel and/ or by standard power driven

percussion type or of approved make

including tapering of all edges, making

26.28 square shoulders of cavities including

cleaning the exposed concrete surface and

reinforcement with wire brushes etc. and

disposal of debris for all lead and lifts all

complete as per direction of Engineer-In-

Cleaning of reinforcement from rust from the

reinforcing bars to give it a total rust free

steel surface by using alkaline chemical rust

remover of approved make with paint brush

26.29 and removing loose particles after 24 hours

of its application with wire brush and

thoroughly washing with water and allowing it

to dry, all complete as per direction of

Engineer-In-Charge.

Providing, mixing and applying bonding coat

of approved adhesive on chipped portion of

RCC as per specifications and direction of

Engineer-In-charge complete in all respect.

modified cementitious bond coat @ 2.2 kg

cement per sqm of surface area mixed with

specified proportion of approved polymer

Providing, mixing and applying SBR polymer

(of approved make) modified Cement mortar

in proportion of 1:4 (1 cement: 4 graded

coarse sand with polymer minimum 2% by

wt. of cement used) as per specifications and

directions of Engineer-in-charge. Note:

Measurement and payment: The pre-

measurement of thickness shall be done just

after the surface preparation is completed

and Payment under this item shall be made

only after proper wet curing has been done

and surface has been satisfactorily evaluated

by sounding / tapping with a blunt metal

instrument and/or the 75 mm size cube

crushing strength at the end of 28 days to be

not less than 30 N/Sqmm2).

Providing and injecting approved grout in

proportion recommended by the

manufacturer into cracks/honey-comb area of

concrete/masonry by suitable gun/pump at

26.35 required pressure including cutting of nipples

after curing etc. complete as per directions of

Engineer-in-Charge. (The payment shall be

made on the basis of actual weight of

approved grout injected.)

26.35.3 Epoxy injection grout in concrete/RCC work of Kg 216 553.4 119534.4

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

26.39 Providing and inserting 12 mm dia galvanised Each 1080 236.9 255852

steel injection nipple in honey comb area and

along crack line including drilling of holes of

required diametre (20 mm to 30 mm) up to

depth from 30 mm to 80 mm at required

32 spacing and making the hole & crack dust

free by blowing compressed air, sealing the

distance between injection nipple with

adhesive chemical of approved make and

allow it to cure complete as per direction of

Engineer-In-Charge.

26.40 Providing and fixing hard drawn steel wire Sqm 540 902.55 487377

fabric of size 75 x25 mm mesh or other

suitable size wire mesh to be fixed & firmly

anchored to the concrete surface by means

of "L" shaped mild steel shear key welded

with existing reinforcement including the cost

of materials, labour, tool & plants as

approved by Engineer-in-charge.

Schedule Schedule G2-Part MS item

Item- 1 MS item

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

1 277090 Cleaning thoroughly AC/GI/M.S. valley gutters Metre 810.00 78.83 63852.30

of all sizes of cover over platforms, workshop

sheds including rain water downtake pipes,

storm water drains with inspection

chamber/manholes up to the discharge point

and disposing off the debris to nearest

municipal dump, etc. completed. (Item no

29306 of SOR- 2002) Note:- Payment can be

based on standard measurement recorded in

measurement book as per extant rules .