Proposed construction of New Railway Health Unit (G+1) at Ernakulam Jn ,proposed finishing and balance works of SSE/Pway , S&T building and Yard,P Way Depot Building,Stores sheds and yard etc. at Ernakulam Junction station in connection with Re-development of Ernakulam Junction station.

A-Provides for the items of works that are covered by CPWD DSR 2023

B-Provides for the items of works that are covered by CPWD DSR 2023

C-Provides for items of works that are not covered by the Southern

D-Provides for the items of works that are covered by CPWD DSR 2023

slips issued up to date.

For building works including earthwork, concrete work, RCC, works, wood work, structural steel

work, flooring, roofing, finishing & other miscellaneous works.

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

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.

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),

2.8 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

2.25 Filling available excavated earth (excluding cum 192.9 196 37808.4

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 and for

2.27 Supplying and filling in plinth with sand under cum 873.28 2123.75 1854628.4

4 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 : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from Recycled Concrete Aggregate

6 (RCA) : 6 graded stone aggregate 20 mm

nominal size Recycled Concrete Aggregate

derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from

natural sources)

4.10S DAMP-PROOF COURSE

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

4.11 Providing and laying damp-proof course Sqm 100.2 495.75 49674.15

50mm thick with cement concrete 1:2:4 (1

cement : 2 coarse sand (zone-III) derived

from natural sources : 4 graded stone

aggregate 20mm nominal size derived from

natural sources).

4.14S MISCELLANEOUS

4.17 Making plinth protection 50 mm thick of Sqm 88.6 749.3 66387.98

cement concrete 1:3:6 (1 cement : 3 coarse

sand (zone-III) derived from natural sources :

6 graded stone aggregate 20 mm nominal

size derived from natural sources) over 75

mm thick bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated

and grouted with fine sand, including

necessary excavation, levelling & dressing &

finishing the top smooth.

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified

grade of reinforced cement concrete,

5.1 excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

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 3.47 11505.5 39924.09

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

12 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 3444.11 392.15 1350607.74

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 961.88 927.25 891903.23

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 752.2 736.4 553920.08

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 506.02 961.3 486437.03

5.9.7 Stairs, (excluding landings) except spiral- Sqm 30.72 764.95 23499.26

5.9.16 Edges of slabs and breaks in floors and walls

5.33S DESIGN MIX CONCRETE

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

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

w o r k a b i l i t y 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.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 115 9504.75 1093046.25

content of 330 kg /cum

5.33.1.2 Concrete of M30 grade with minimum cement cum 52.99 9655.7 511655.54

content of 350 kg /cum

5.33.1.3 Concrete of M55 grade with minimum cement cum 48 9806.7 470721.6

content of 370 kg /cum

5.33.1.4 Concrete of M40 grade with minimum cement cum 70.2 9957.65 699027.03

content of 390 kg/cum

5.33.2 All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cement cum 248.81 10011.35 2490923.99

content of 350 kg /cum

5.33.2.4 Concrete of M40 grade with minimum cement cum 15.5 10313.3 159856.15

content of 390 kg /cum

6.0 MASONRY WORK

6.26S EXPOSED BRICK WALL

6.38 Providing and laying Autoclaved Aerated cum 31.52 10195.45 321360.58

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

6.47 Providing and laying Autoclaved Aerated cum 135.09 8333.65 1125792.78

Concrete (AAC) blocks masonry with 150 mm

to 300 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

26 level up to floor V level with RCC band at sill

level and lintel level with approved block

laying polymer modified adhesive mortar all

complete as per direction of Engineer-in-

Charge. (The payment of RCC band and

reinforcement shall be made for separately).

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 371.18 1267.95 470637.68

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.

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing wood work in frames of doors,

windows, clerestory windows and other

frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of

required dia & length (hold fast lugs or dash

fastener shall be paid for separately).

Providing and fixing panelled or panelled and

glazed shutters for doors, windows and

clerestory windows, fixing with butt hinges of

9.5 required size with necessary screws,

excluding panelling which will be paid for

separately, all complete as per direction of

Engineer-in-charge.

9.5.1 Second class teak wood

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

pattern in frames of windows etc. with M.S.

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

9.48.2 Fixed to openings /wooden frames with rawl Kg 1661.79 238.35 396087.65

plugs screws etc.

9.53 Providing 40x5 mm flat iron hold fast 400 mm Each 52 228.85 11900.2

long including fixing to frame with 10 mm

diameter bolts, nuts and wooden plugs and

31 embedding in cement concrete block

300x100x150 mm 1:3:6 mix (1 cement : 3

coarse sand : 6 graded stone aggregate 20

mm nominal size).

9.70S STAINLESS STEEL FITTINGS

Providing and fixing IS : 12817 marked

9.71 stainless steel butt hinges (heavy weight)

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 :

9.76 Providing and fixing bright finished brass 100 Each 6 854.65 5127.9

mm mortice latch and lock with 6 levers and

a pair of lever handles of approved quality

with necessary screws etc. complete.

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium sliding door

bolts, ISI marked anodised (anodic coating

9.96 not less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or

shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts,

ISI marked, anodised (anodic coating not less

9.97 than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or

shade, with necessary screws etc. complete :

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

9.102 Providing and fixing aluminium casement Each 50 71.5 3575

stays, ISI marked, anodised (anodic coating

37 not less than grade AC 10 as per IS : 1868)

transparent or dyed to required colour and

shade, with necessary screws etc. complete.

9.105S GYPSUM BOARD PARTITIONS

Providing and fixing partition upto ceiling

height consisting of G.I. frame and required

board, including providing and fixing of frame

work made of special section power pressed/

roll form G.I. sheet with zinc coating of 120

gms/sqm(both side inclusive),consisting of

floor and ceiling channel 50mm wide having

equal flanges of 32 mm and 0.50 mm thick,

fixed to the floor and ceiling at the spacing of

610 mm centre to centre with dash fastener

of 12.5 mm dia meter 50 mm length or

suitable anchor fastener or metal screws with

nylon plugs and the studs 48 mm wide having

one flange of 34 mm and other flange 36 mm

and 0.50 mm thick fixed vertically within

flanges of floor and ceiling channel and

placed at a spacing of 610 mm centre to

centre by 6 mm dia bolts and nuts, including

fixing of studs along both ends of partition

9.105 fixed flush to wall with suitable anchor

fastener or metal screws with nylon plugs at

spacing of 450 mm centre to centre, and

fixing of boards to both side of frame work by

25 mm long dry wall screws on studs, floor

and ceiling channels at the spacing of 300

mm centre to centre. The boards are to be

fixed to the frame work with joints staggered

to avoid through cracks, M.S. fixing channel

of 99 mm width (0.9 mm thick having two

flanges of 9.5 mm each) to be provided at

the horizontal joints of two boards, fixed to

the studs using metal to metal flat head

screws, including jointing and finishing to a

flush finish with recommended jointing

compound, jointing tape, angle beads at

corners (25 mm x 25mm x 0.5 mm), joint

finisher and two coats of primer suitable for

board as per manufacture's specification and

direction of engineer in charge all complete.

9.105.4 66 mm overall thickness partition using 8 mm Sqm 580.48 2062.85 1197443.17

thick, double skin multipurpose cement board

Type-B, Category-III as per IS: 14862 : 2000

38 reinforced with cellulose fibre manufactured

through autoclaving process (High pressure

steam cured) with suitable fibre cement

9.119 Providing and fixing factory made P.V.C. door Metre 80 492.7 39416

frame of size 50x47 mm with a wall thickness

of 5 mm, made out of extruded 5 mm rigid

PVC foam sheet, mitred at corners and joined

with 2 Nos of 150 mm long brackets of 15x15

mm M.S. square tube, the vertical door frame

39 profiles to be reinforced with 19x19 mm M.S.

square tube of 19 gauge, EPDM rubber

gasket weather seal to be provided through

out the frame. The door frame to be fixed to

the wall using M.S. screws of 65/100 mm size,

complete as per manufacturer's specification

and direction of Engineer- in-Charge.

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

Providing and fixing factory made panel PVC

door shutter consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of

19 mm x 19 mm for styles and 15x15 mm for

top & bottom rails. M.S. frame shall have a

coat of steel primers of approved make and

manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30

mm thickness, 70 mm width out of which 50

mm shall be flat and 20 mm shall be tapered

in 45 degree angle on both side forming

styles and 5 mm thick, 95 mm wide PVC

sheet out of which 75mm shall be flat and 20

mm shall be tapered in 45 degree on the

inner side to form top and bottom rail and

115 mm wide PVC sheet out of which 75 mm

9.120 shall be flat and 20 mm shall be tapered on

both sides to form lock rail. Top, bottom and

lock rails shall be provided both side of the

panel. 10 mm (5 mm x 2 ) thick, 20 mm wide

cross PVC sheet be provided as gap insert for

top rail & bottom rail, panelling of 5 mm thick

both side PVC sheet to be fitted in the M.S.

frame welded/ sealed to the styles & rails with

7 mm (5 mm+2 mm) thick x 15 mm wide PVC

sheet beading on inner side, and joined

together with solvent cement adhesive. An

additional 5 mm thick PVC strip of 20 mm

width is to be stuck on the interior side of the

'C' Channel using PVC solvent adhesive etc.

complete as per direction of Engineer-in-

charge, manufacturer's specification &

9.121 Providing and fixing Fiber Glass Reinforced Metre 99.15 570.95 56609.69

plastic (FRP) Door Frames of cross-section 90

mm x 45 mm having single rebate of 32mm x

15 mm to receive shutter of 30 mm

thickness. The laminate shall be moulded

with fire resistant grade unsaturated

polyester resin and chopped mat. Door frame

laminate shall be 2 mm thick and shall be

filled with suitable wooden block in all the

three legs. The frame shall be covered with

fiber glass from all sides. M.S. stay shall be

provided at the bottom to steady the frame.

9.122 Providing and fixing to existing door frames.

9.122.2 30 mm thick Fiberglass Reinforced Plastic Sqm 31.05 4488.95 139381.9

(F.R.P.) flush door shutter in different plain

and wood finish made with fire retardant

grade unsaturated polyester resin, moulded

to 3 mm thick FRP laminate all around, with

suitable wooden blocks inside at required

42 places for fixing of fittings and polyurethane

foam (PUF)/Polystyrene foam to be used as

filler material throughout the hollow panel,

casted monolithically with testing parameters

of F.R.P. laminate conforming to table - 3 of

IS: 14856, complete as per direction of

Engineer-in-charge.

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed Kg 15750 117.35 1848262.5

with or without connecting plate, including

43 cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

CAO-CN-ERS-ENGINEERING/SOUTHERN 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.

10.17 Providing and fixing M.S. fan clamp type I or Each 50 226 11300

II of 16 mm dia M.S. bar, bent to shape with

45 hooked ends in R.C.C. slabs or beams during

laying, including painting the exposed portion

of loop, all as per standard design complete.

10.28 Providing and fixing stainless steel ( Grade Kg 454.08 772.4 350731.39

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

11.1S General

11.4 52 mm thick cement concrete flooring with Sqm 760.86 978.45 744463.47

concrete hardener topping, under layer 40

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

2 coarse sand : 4 graded stone aggregate 20

mm nominal size) and top layer 12 mm thick

cement hardener consisting of mix 1:2 (1

47 cement hardener mix : 2 graded stone

aggregate 6 mm nominal size) by volume,

hardening compound mixed @ 2 litre per 50

kg of cement or as per manufacturer's

specifications. This includes cost of cement

slurry, but excluding the cost of nosing of

steps etc. complete.

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.

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

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

Providing and laying Vitrified 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 brand & manufacturer, in all colours

11.47 and shade, in skirting, riser of steps, laid with

cement based high polymer modified quick

set tile adhesive (water based) conforming to

IS: 15477, in average 6 mm thickness,

including grouting of joints (Payment for

grouting of joints to be made separately).

Grouting the joints of flooring tiles having

joints of 3 mm width, using epoxy grout mix

of 0.70 kg of organic coated filler of desired

11.48 shade (0.10 kg of hardener and 0.20 kg of

resin per kg), including filling / grouting and

finishing complete as per direction of

Engineer-in-charge.

Providing and laying Vitrified tiles in floor with

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

11.49 and shade, laid with cement based high

polymer modified quick set tile adhesive

(water based) conforming to IS : 15477, in

average 6 mm thickness, including grouting

of joints (Payment for grouting of joints to be

made separately).

Providing and laying Polished Granite stone

flooring in required design and patterns, in

linear as well as curvilinear portions of the

building all complete as per the architectural

drawings with 18 mm thick stone slab over

20 mm (average) thick base of cement

11.56 mortar 1:4 (1 cement : 4 coarse sand) laid

and jointed with cement slurry and pointing

with white cement slurry admixed with

pigment of matching shade including rubbing

, curing and polishing etc. all complete as

specified and as directed by the Engineer-in-

11.56.1 Polished Granite stone slab colour of Black, Sqm 111.67 4481.3 500426.77

Cherry/Ruby Red or equivalent

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

12.0 ROOFING

12.1S SHEET ROOFING

Providing corrugated G.S. sheet roofing

including vertical / curved surface fixed with

polymer coated J or L hooks, bolts and nuts 8

mm diameter with bitumen and G.I. limpet

washers or with G.I. limpet washers filled with

white lead, including a coat of approved steel

primer and two coats of approved paint on

overlapping of sheets complete (up to 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.

12.1.3 0.63 mm thick with zinc coating not less than Sqm 735 1087.65 799422.75

12.22 Making khurras 45x45 cm with average Each 6 298.25 1789.5

minimum thickness of 5 cm cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate of 20 mm nominal size) over

57 P.V.C. sheet 1 m x1 m x 400 micron, finished

with 12 mm cement plaster 1:3 (1 cement : 3

coarse sand) and a coat of neat cement,

rounding the edges and making and finishing

the outlet complete.

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

12.42.5 Bend 87.5 degree

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.

12.44 Providing and fixing to the inlet mouth of rain Each 20 54.7 1094

62 water pipe cast iron grating 15 cm diameter

and weighing not less than 440 grams.

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

Providing and fixing false ceiling at all height

including providing and fixing of frame work

made of special sections, power pressed from

M.S. sheets and galvanized with zinc coating

of 120 gms/sqm (both side inclusive) as per

IS : 277 and consisting of angle cleats of size

25 mm wide x 1.6 mm thick with flanges of

27 mm and 37 mm, at 1200 mm centre to

centre, one flange fixed to the ceiling with

dash fastener 12.5 mm dia x 50 mm long

with 6 mm dia bolts, other flange of cleat

fixed to the angle hangers of 25x10x0.50 mm

of required length with nuts & bolts of

required size and other end of angle hanger

fixed with intermediate G.I. channels

45x15x0.9 mm running at the spacing of

1200 mm centre to centre, to which the

ceiling section 0.5 mm thick bottom wedge of

80 mm with tapered flanges of 26 mm each

having lips of 10.5 mm, at 450 mm centre to

centre, shall be fixed in a direction

perpendicular to G.I. intermediate channel

with connecting clips made out of 2.64 mm

12.45 dia x 230 mm long G.I. wire at every junction,

including fixing perimeter channels 0.5 mm

thick 27 mm high having flanges of 20 mm

and 30 mm long, the perimeter of ceiling

fixed to wall/partition with the help of rawl

plugs at 450 mm centre, with 25mm long dry

wall screws @ 230 mm interval, including

fixing of gypsum board to ceiling section and

perimeter channel with the help of dry wall

screws of size 3.5 x 25 mm at 230 mm c/c,

including jointing and finishing to a flush

finish of tapered and square edges of the

board with recommended jointing compound

, jointing tapes , finishing with jointing

compound in 3 layers covering upto 150 mm

on both sides of joint and two coats of primer

suitable for board, all as per manufacturer's

specification and also including the cost of

making openings for light fittings, grills,

diffusers, cutouts made with frame of

perimeter channels suitably fixed, all

complete as per drawings, specification and

direction of the Engineer in Charge but

excluding the cost of painting with :

12.45.1 12.5 mm thick tapered edge gypsum plain Sqm 812.8 1355.8 1101994.24

63 board conforming to IS: 2095- (Part I) :2011

(Board with BIS certification marks)

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.

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

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

Providing and fixing tiled false ceiling of

specified materials of size 595x595 mm in

true horizontal level, suspended on

interlocking metal grid of hot dipped

galvanized steel sections ( galvanized @ 120

grams/ sqm, both side inclusive) consisting of

main "T" runner with suitably spaced joints to

get required length and of size 24x38 mm

made from 0.30 mm thick (minimum) sheet,

spaced at 1200 mm center to center and

cross "T" of size 24x25 mm made of 0.30 mm

thick (minimum) sheet, 1200 mm long

spaced between main "T" at 600 mm center

to center to form a grid of 1200x600 mm and

secondary cross "T" of length 600 mm and

size 24x25 mm made of 0.30 mm thick

(minimum) sheet to be interlocked at middle

12.52 of the 1200x600 mm panel to form grids of

600x600 mm and wall angle of size

24x24x0.3 mm and laying false ceiling tiles

of approved texture in the grid including,

required cutting/making, opening for services

like diffusers, grills, light fittings, fixtures,

smoke detectors etc. Main "T" runners to be

suspended from ceiling using GI slotted cleats

of size 27 x 37 x 25 x1.6 mm fixed to ceiling

with 12.5 mm dia and 50 mm long dash

fasteners, 4 mm GI adjustable rods with

galvanised butterfly level clips of size 85 x 30

x 0.8 mm spaced at 1200 mm center to

center along main T, bottom exposed width

of 24 mm of all T-sections shall be pre-

painted with polyester paint, all complete for

all heights as per specifications, drawings and

as directed by Engineer-in-charge.

12.52.1 GI Metal Ceiling Lay in plain Tegular edge Sqm 20.85 1902.95 39676.51

Global white color tiles of size 595x595 mm,

and 0.5 mm thick with 8 mm drop; made of G

I sheet having galvanizing of 100 gms/sqm

(both sides inclusive) and electro statically

polyester powder coated of thickness 60

microns (minimum), including factory painted

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

Providing and fixing tiled false ceiling of

specified materials of size 595x595 mm in

true horizontal level, suspended on

interlocking metal grid of hot dipped

galvanized steel sections ( galvanized @ 120

grams/ sqm, both side inclusive) consisting of

main "T" runner with suitably spaced joints to

get required length and of size 24x38 mm

made from 0.30 mm thick (minimum) sheet,

spaced at 1200 mm center to center and

cross "T" of size 24x25 mm made of 0.30 mm

thick (minimum) sheet, 1200 mm long

spaced between main "T" at 600 mm center

to center to form a grid of 1200x600 mm and

secondary cross "T" of length 600 mm and

size 24x25 mm made of 0.30 mm thick

(minimum) sheet to be interlocked at middle

12.58 of the 1200x600 mm panel to form grids of

600x600 mm and wall angle of size

24x24x0.3 mm and laying false ceiling tiles

of approved texture in the grid including,

required cutting/making, opening for services

like diffusers, grills, light fittings, fixtures,

smoke detectors etc. Main "T" runners to be

suspended from ceiling using GI slotted cleats

of size 27 x 37 x 25 x1.6 mm fixed to ceiling

with 12.5 mm dia and 50 mm long dash

fasteners, 4 mm GI adjustable rods with

galvanized butterfly level clips of size 85 x 30

x 0.8 mm spaced at 1200 mm center to

center along main T, bottom exposed width

of 24 mm of all T-sections shall be pre-

painted with polyester paint, all complete for

all heights as per specifications, drawings and

as directed by Engineer-in-charge.

12.58.1 8 mm thick fully perforated calcium silicate Sqm 35.2 1789.45 62988.64

board made with Calcareous & Siliceous

materials reinforced with cellulose fiber

manufactured through autoclaving process to

give stable crystalline structure with

minimum compressive strength 225 kg/ sq.

66 cm, bending strength 100 kg/sq. cm , of size

595x595 mm, having perforation of dia. 10

mm with minimum perforated area 18 % with

non woven tissue on the back side, having an

NRC ( Noise Reduction Coefficient) of 0.85,

with 50 mm thick rockwool of 48 kg /cum

Providing & fixing at all heights, levels and

locations colour finish Aluminium alloy

roofing sheets of alloy IS designation 31500,

temper Hx8 conforming to IS 737 and

dimensions as per IS code 2676 with

characteristics of good formability and

corrosion resistance. The profile sheets shall

be fixed to truss members in slope or

required pitch or curvature with Hex cap

headed self drilling/tapping Stainless steel

screws M6, 50 mm long with 3 mm EPDM

seal washer etc. all inclusive of labour,

scaffolding, T&P and sundries etc. complete

as per directions of the Engineer-In-Charge.

(Cost of truss/frame work shall be paid

12.65.1 0.56 mm, Aluminium Color coated troughed Sqm 240 1176.7 282408

profile with center to center pitch of 200 mm,

depth of 32 mm, overall profile width1092

mm, cover width 1000 mm.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with Premium Acrylic Smooth

13.47 exterior paint with Silicone additives of

required shade:

13.47.1 New work (Two or more coats applied @ 1.43 Sqm 1345.92 171.1 230286.91

70 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

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 7520.78 193.7 1456775.09

71 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 150.51 170.7 25692.06

Paint to give an even shade. Two or more

72 coat applied @ 0.90 ltr/10 sqm over an under

coat of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zinc chromate Sqm 25 67.4 1685

73 primer of approved brand and manufacture

on steel galvanised iron/ steel works

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.

13.80 Providing and applying white cement based Sqm 1511.43 156.05 235858.65

putty of average thickness 1 mm, of

75 approved brand and manufacturer, over the

plastered wall surface to prepare the surface

even and smooth complete.

Distempering with 1st quality acrylic

distemper, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre,

of approved brand and manufacture,

including applying additional coats wherever

required, to achieve even shade and colour.

Painting with synthetic enamel paint of

13.99 approved brand and manufacture of required

colour to give an even shade :

13.114 Melamine polishing on wood work (one or Sqm 14.4 138.1 1988.64

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)

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.

16.0 ROAD WORK

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

16.49S MISCELLANEOUS

Providing and laying Bituminous concrete

using crushed stone aggregates of specified

grading, premixed with bituminous binder

and filler, transporting the hot mix to work

site by tippers, laying with paver finisher

equipped with electronic sensor to the

required grade, level and alignment and

rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired

compaction and density as per specification,

complete and as per directions of Engineer-

16.57.6 40/50 mm compacted thickness with bitumen cum 25 12609.3 315232.5

of grade VG-30 @ 5.5% (percentage by

weight of total mix) and lime filler @ 3%

81 (percentage by weight of Aggregate) and

waste plastic additive @ 8% (percentage by

weight of bitumen) prepared in drum Type

Hot Mix Plant of 60-90 TPH capacity.

16.68 Providing and laying 60mm thick factory Sqm 150 972 145800

made cement concrete interlocking paver

block of M -30 grade made by block making

machine with strong vibratory compaction, of

approved size, design & shape, laid in

required colour and pattern over and

including 50mm thick compacted bed of

coarse sand, filling the joints with line sand

etc. all complete as per the direction of

Engineer-in-charge.

Construction of granular sub-base by

providing close graded Material conforming to

specifications, mixing in a mechanical mix

plant at OMC, carriage of mixed material by

tippers to work site, for all leads & lifts,

16.78 spreading in uniform layers of specified

thickness with motor grader on prepared

surface and compacting with vibratory power

roller to achieve the desired density,

complete as per specifications and directions

of Engineer-in-Charge.

16.78.3 With material conforming to Grade-III (size cum 100 2808.55 280855

83 range 26.5 mm to 0.075 mm ) having CBR

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

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 964.17 1091.5 1052391.56

with approved color design and pattern.

17.0 SANITARY INSTALLATIONS

17.1S General

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

Providing and fixing white vitreous china

pedestal type water closet (European type)

with seat and lid, 10 litre low level white

vitreous china flushing cistern & C.P. flush

bend with fittings & C.I. brackets, 40 mm

17.3 flush bend, overflow arrangement with

specials of standard make and mosquito

proof coupling of approved municipal design

complete, including painting of fittings and

brackets, cutting and making good the walls

and floors wherever required :

17.3.1 W.C. pan with ISI marked white solid plastic Each 14 8006.6 112092.4

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

17.7.3 White Vitreous China Wash basin size Each 15 2301.75 34526.25

86 550x400 mm with a pair of 15 mm C.P. brass

17.22A Providing and fixing CP Brass 32mm size Each 15 1034.8 15522

87 Bottle Trap of approved quality & make and

as per the direction of Engineer-in-charge.

17.31 Providing and fixing 600x450 mm bevelled Each 15 1607.95 24119.25

edge mirror of superior glass (of approved

88 quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass

screws and washers complete.

17.34 Providing and fixing toilet paper holder :

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.

17.73.2 600 mm long towel rail with total length of Each 14 708.95 9925.3

90 645 mm, width 78 mm and effective height of

88 mm, weighing not less than 190 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, and all

CPVC plain & brass threaded fittings,

including fixing the pipe with clamps at 1.00

m spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement

and testing of joints complete as per direction

of Engineer in Charge. ( Internal work -

Exposed on wall )

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.

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

18.15S BRASS FITTINGS

Providing and fixing gun metal non- return

valve of approved quality (screwed end) :

18.19.1 25 mm nominal bore

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Per 3000 11 33000

levels) polyethylene water storage tank, IS : Litre

12701 marked, with cover and suitable

96 locking arrangement and making necessary

holes for inlet, outlet and overflow pipes but

without fittings and the base support for

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass long body bib

cock of approved quality conforming to IS

standards and weighing not less than 690

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 and fixing square-mouth S.W. gully

trap class SP-1 complete with C.I. grating

brick masonry chamber with water tight C.I.

19.4 cover with frame of 300 x 300 mm size

(inside) the weight of cover to be not less

than 4.50 kg and frame to be not less than

2.70 kg as per standard design:

19.4.1 100x100 mm size P type

19.4.1.1 With common burnt clay F.P.S. (non modular) Each 7 2707.65 18953.55

bricks of class designation 7.5

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 2557.49 530.9 1357771.44

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)

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

21.1.2.1 Anodised aluminium (anodised transparent or Kg 436.56 598.6 261324.82

101 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

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.

21.2.1 Pre-laminated particle board with decorative Sqm 20.13 1139.3 22934.11

102 lamination on one side and balancing

lamination on other side

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):

21.3.2 With float glass panes of 5 mm thickness Sqm 111.24 1505.25 167444.01

(weight not less than 12.50 kg/sqm)

21.3.3 With float glass panes of 8 mm thickness Sqm 110.1 1685.4 185562.54

(weight not less than 20 kg/sqm)

Providing and fixing aluminium tubular

handle bar 32 mm outer dia, 3.0 mm thick &

2100 mm long with SS screws etc .complete

as per direction of Engineer-in-Charge.

21.12.2 Powder coated minimum thickness 50 micron Each 92 631.55 58102.6

aluminium tubular handle bar

21.13 Providing and fixing Brass 100mm mortice Each 70 528.85 37019.5

latch and lock with 6 levers without pair of

106 handles (best make of approved quality) for

aluminium doors including necessary cutting

and making good etc. complete.

22.0 WATER PROOFING

22.1S General

22.5 Providing and laying water proofing Sqm 406.9 617.05 251077.65

treatment in sunken portion of WCs,

bathroom etc., by applying cement slurry

mixed with water proofing cement compound

consisting of applying :(a) First layer of slurry

of cement @ 0.488 kg/sqm mixed with water

proofing cement compound @ 0.253 kg/ sqm.

This layer will be allowed to air cure for 4

107 hours.(b) Second layer of slurry of cement @

0.242 kg/sqm mixed with water proofing

cement compound @ 0.126 kg/sqm. This

layer will be allowed to air cure for 4 hours

followed with water curing for 48 hours. The

rate includes preparation of surface,

treatment and sealing of all joints, corners,

junctions of pipes and masonry with polymer

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

22.6 Providing and laying water proofing Sqm 1572.55 688.9 1083329.7

treatment on roofs of slabs by applying

cement slurry mixed with water proofing

cement compound consisting of applying:(a)

after surface preparation, first layer of slurry

of cement @ 0.488kg/sqm mixed with water

proofing cement compound @ 0.253 kg/sqm.

(b) laying second layer of Fibre glass cloth

when the first layer is still green. Overlaps of

joints of fibre cloth should not be less than10

cm. (c) third layer of 1.5 mm thickness

108 consisting of slurry of cement @1.289 kg/sqm

mixed with water proofing cement compound

@ 0.670 kg/sqm and coarse sand @ 1.289

kg/sqm. This will be allowed to air cure for 4

hours followed by water curing for 48 hours.

The entire treatment will be taken upto 30

cm on parapet wall and tucked into groove in

parapet all around. (d) fourth and final layer

of brick tiling with cement mortar (which will

be paid for separately. For the purpose of

measurement the entire treated surface will

26.0 NEW TECHNOLOGIES AND MATERIALS

26.41S NEW TECHNOLOGY ITEMS

Providing and laying factory made Precast

concrete solid blocks of 200 mm thickness of

26.68 grade M10 made of C&D waste from

approved manufacturer in foundation and

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).

CAO-CN-ERS-ENGINEERING/SOUTHERN 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-

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

26.88 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. 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-

Schedule B-Provides for the items of works that are covered by CPWD DSR 2023 with all correction

slips issued up to date.

Item- 2 For building piling work including testing.

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

20.0 PILE WORK

20.1S General

Boring, providing and installation bored cast-

in-situ reinforced cement concrete piles of

grade M-25 of specified diameter and length

below pile cap, to carry a safe working load

not less than specified, excluding the cost of

steel reinforcement but including the cost of

boring with bentonite solution and temporary

20.2A casing of appropriate length for setting out

and removal of same and the length of the

pile to be embedded in the pile cap etc. by

Crawler mounted, telescopic boom hydraulic

pilling Rig all complete, including removal of

excavated earth with all its lifts and

leads(length of pile for payment shall be

measured up to bottom of pile cap).

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

Vertical load testing of piles in accordance

with IS 2911 (Part IV) including installation of

loading platform by Kentledge/Anchor piles

method and preparation of pile head or

construction of test cap and dismantling of

test cap after test etc. complete as per

specification and the direction of Engineer in-

20.6.1 Single pile upto 50 tonne Safe capacity

20.6.1.1 Initial test (Test Load 2.5 times the Safe Per 1 54771.5 54771.5

20.9 Integrity testing of Pile using Low Strain/ Per 26 1153.2 29983.2

Sonic Integrity Test/ Sonic Echo Test method Test

in accordance with IS :14893 including

surface preparation of pile top by removing

soil, mud, dust & chipping lean concrete

lumps etc. and use of computerised

equipment and high skill trained personal for

conducting the test & submission of results,

all complete as per direction of Engineer-in-

Schedule C-Provides for items of works that are not covered by the Southern Railway USSOR

2021/CPWD DSR 2023.

Item- 3 For tiling work, sanitary work, man holes, septic tank, soak pit and miscellaneous works.

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

1 1 Providing and laying Vitrified Glazed, Sqm 190.00 1209.35 229776.50

Matt/Antiskid finish Tile 600 x 600 mm size

on walls with water absorption less than

0.08% and conforming to IS:15622, of

approved brand & manufacturer, in all colours

and shades in all colours and shade 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 easily with

cement based high polymer modified quick-

set tile adhesive (Water based) conforming to

IS: 15477, in average 3mm thickness etc.

complete as per direction of Engineer-In-

2 2 Providing and fixing floor trap complete, Each 3.00 385.00 1155.00

including cost of cutting and making 100 mm

inlet and 75 mm outlet as directed by

Engineer-in-charge.

pipes, including jointing of pipes & fittings

with solvent cement, trenching, refilling &

testing of joints complete as per direction of

Engineer in Charge. External work with PVC

10 kg Pipes with supports and fittings as

directed by Engineer-in-charge.

pipes, including jointing of pipes & fittings

with solvent cement, trenching, refilling &

testing of joints complete as per direction of

Engineer in Charge. External work with PVC

10 kg Pipes with supports and fittings as

directed by Engineer-in-charge.

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

5 5 Providing and fixing 75mm diameter PVC RM 44.00 482.00 21208.00

pipes, including jointing of pipes & fittings

with solvent cement, trenching, refilling &

testing of joints complete as per direction of

Engineer in Charge. External work with PVC

10 kg Pipes with supports and fittings as

directed by Engineer-in-charge.

6 6 Providing and fixing 50mm diameter PVC RM 32.00 296.50 9488.00

pipes, including jointing of pipes & fittings

with solvent cement, trenching, refilling &

testing of joints complete as per direction of

Engineer in Charge. External work with PVC

10 kg Pipes with supports and fittings as

directed by Engineer-in-charge.

7 7 Providing and fixing Stainless Steel grating of Each 20.00 324.50 6490.00

approved quality as directed by Engineer-in-

8 8 Providing and fixing 40mm Brass Ball valve of Each 2.00 2756.50 5513.00

approved quality as directed by Engineer-in-

9 9 Providing and fixing 32mm Brass Ball valve of Each 8.00 1300.50 10404.00

approved quality as directed by Engineer-in-

10 10 Providing and fixing 25mm Brass Ball valve of Each 8.00 1145.00 9160.00

approved quality as directed by Engineer-in-

11 11 Providing and fixing 20mm Brass Ball valve of Each 34.00 866.50 29461.00

approved quality as directed by Engineer-in-

12 12 Providing & fixing FRP Manhole cover Each 14.00 7226.00 101164.00

600x600mm-10T as directed by Engineer-in-

13 13 Providing & fixing FRP Manhole cover Each 11.00 15120.00 166320.00

900x900 mm-10T as directed by Engineer-in-

14 14 Providing and fixing SS soap Dish Holder as Each 14.00 780.00 10920.00

directed by Engineer-in-charge.

15 15 Providing and fixing 8 mm dia C.P. / S.S. Jet Each 14.00 1896.00 26544.00

with flexible tube up to 1 metre long and

quality & make as approved by Engineer - in -

16 16 Providing & fixing Manholes of size Each 13.00 19320.00 251160.00

900mmX900mm inside including Earth work

Excavation up to 1.2m depth , PCC 1:4:8 of

10cm thk, 150mm thk RCC walls with 1:1.5:3

concrete with 12mm dia bars 120mm c/c in

wall and raft with necessary holes, cutting &

haunches and filling the gaps with necessary

water proofing chemicals of approved make

as directed by Engineer-in-charge. (FRP

Manhole cover shall be paid extra)

17 17 Providing & fixing Manholes of size Each 12.00 10700.00 128400.00

600mmX600mm inside including Earth work

Excavation upto 1.2m depth , PCC 1:4:8 of

10cm thk, 150mm thk RCC walls with 1:1.5:3

concrete with 12mm dia bars 120mm c/c in

wall and raft with necessary holes, cutting &

haunches and filling the gaps with necessary

water proofing chemicals of approved make

by Engineer-in- charge. (FRP Manhole cover

shall be paid extra)

18 18 Supplying and fixing ready made cylindrical Each 3.00 17500.00 52500.00

RCC septic tank of 2000 Litre capacity of

approved make with M20 or higher grade

concrete and wall thickness of not less than

60mm including excavation, back filling etc.

complete all as per direction of Engineer-in-

CAO-CN-ERS-ENGINEERING/SOUTHERN RLY

19 19 Supplying and fixing ready made soak pits of Each 6.00 5000.00 30000.00

approved make with M20 or higher grade

concrete and wall thickness of not less than

60mm including excavation, back filling etc.

complete all as per direction of Engineer-in-

20 20 Providing Wall papers of good quality and Sqm 140.00 1456.30 203882.00

Covering of walls with fit and finish Covering

of walls with Wallpaper of minimum 280 GSM

and finished wall surface must display

absolutely zero lifting at the edges, no hollow

spots, wrinkles, or air/paste bubbles. This

item includes transportation, supply of

labours, tools etc.

21 21 Providing and fixing at all height WPC 18mm Sqm 140.00 3600.00 504000.00

thickness wall paneling including providing

and fixing to framework made of aluminium

channel 25mm x 30mm including cutting

brick work and fixing in cement mortar and

making good the wall if required etccomplete

as per direction of Engineer-in-charge.

Schedule D-Provides for the items of works that are covered by CPWD DSR 2023 with all correction

slips issued up to date.

Item- 4 For supply of reinforcement steel.

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

5.0 REINFORCEMENT CEMENT CONCRETE

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 126700 107.85 13664595

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 142860 107.85 15407451

Fe-500D or more.