Balance work of Building Works, Earthwork in filling for new platform, for raising of platform no.1 and yard formation work, blanketing, protection works at B-Class Station LAV, balance works of D-class Station Building at SAJH, PQD and DVJ, Raising of existing Platform no. 1 at DVJ and construction of new HL platforms 02 nos. at SAJH, 02 nos. at PQD, 01 no. at DVJ, PP shed at LAV, 3 m wide FOB at SAJH, PQD, LAV and DVJ stations, Circulating area with approach road at SAJH, PQD, LAV and DVJ and other ancillary works in between section Kuretha-Kumedpur in connection with Katihar- Kumedpur doubling project of N. F. Railway (Construction).

Annexure-III and any other item of works of supply of reinforcement of NFUSSOR-2021 which are

not covered in this schedule but required for successful completion of work.

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

Supply of steel reinforcement of

approved brands/makes for R.C.C.

work including straightening,

cutting, bending, placing in

position and binding all complete.

of grade Fe-500D or more of

approved brands/makes.

Schedule Schedule D-Execution of NFUSSOR-2021 Item of works as per Annexure-IV (Supply of Cement)

Annexure-IV and any other item of works of supply of cement of NFUSSOR-2021 which are not

covered in this schedule but required for successful completion of work.

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

Supply and using Cement at

grade approved brands/makes

Schedule Schedule E-Execution of DSR Ver-1 2023 items of works as per annexure-V

D-Execution of DSR Ver-1 2023 items of works as per annexure-V (Item Directory -CPWD DSR 2023-

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

2.0 EARTH WORK

2.1S General

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Earth work in excavation by

mechanical means (Hydraulic

excavator)/manual means over

areas (exceeding 30 cm in depth,

2.6 1.5 m 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 cum 88.87 700.5 62253.44

of local 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.

2.27 Supplying and filling in plinth with cum 660.06 2123.75 1401802.43

sand under floors, including

watering, ramming, consolidating

and dressing complete.

Supplying chemical emulsion in

2.34 sealed containers including

delivery as specified.

emulsifiable concentrate of 20%

Diluting and injecting chemical

emulsion for POST-

2.35 CONSTRUCTIONAL anti-termite

treatment (excluding the cost of

chemical emulsion) :

Treatment of soil under existing

floors using chemical emulsion @

one litre per hole, 300 mm apart

2.35.3 including drilling 12 mm diameter

holes and plugging with cement

mortar 1 :2 (1 cement : 2 Coarse

sand) to match the existing floor:

2.35.3.1 With Chlorpyriphos/Lindane E.C. Sqm 493.83 310.05 153111.99

20% with 1% concentration

4.0 CONCRETE WORK

CEMENT CONCRETE (CAST IN

Providing and laying in position

cement concrete of specified

4.1 grade excluding the cost of

centering and shuttering - All work

up to plinth level :

sand (zone-III) derived from

6 natural sources : 3 graded stone

aggregate 20 mm nominal size

derived from natural sources)

(zone-III) derived from natural

7 sources : 4 graded stone

aggregate 20 mm nominal size

derived from natural sources)

(zone-III) derived from natural

8 sources : 6 graded stone

aggregate 20 mm nominal size

derived from natural sources)

Centering and shuttering including

4.3 strutting, propping etc. and

removal of form work for :

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

4.3.1 Foundations, footings, bases for Sqm 500.08 392.15 196106.37

4.10S DAMP-PROOF COURSE

4.10 Providing and laying damp-proof Sqm 13.12 410.85 5390.35

course 40mm thick with cement

concrete 1:2:4 (1 cement : 2

10 coarse sand (zone-III) derived from

natural sources : 4 graded stone

aggregate 12.5mm nominal size

derived from natural sources)

4.13 Providing & applying a coat of Sqm 13.12 146.15 1917.49

residual petroleum bitumen of

grade of VG-10 of approved

quality using 1.7 kg per square

metre on damp proof course after

cleaning the surface with brushes

and finally with a piece of cloth

lightly soaked in kerosene oil.

4.14S MISCELLANEOUS

4.17 Making plinth protection 50 mm Sqm 60.69 749.3 45475.02

thick of 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

12 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.

Providing and laying in position

ready mixed or site batched

design mix cement concrete for

plain 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

4.20 per IS: 9103 to accelerate / retard

setting of concrete, to improve

durability and workability without

impairing strength; including

pumping of concrete to site of

laying, curing, carriage for all

leads; but excluding the cost of

centering, shuttering and finishing

as per direction of the engineer-in-

charge; for the following grades of

4.20.1 All works upto plinth level :

13 minimum cement content of 240

REINFORCEMENT CEMENT

5.1S CAST IN SITU

Providing and laying in position

specified grade of reinforced

cement concrete, excluding the

cost of centering, shuttering,

finishing and reinforcement - All

work up to plinth level :

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

sand (zone-III) derived from

14 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,

columns, pillars, piers, abutments,

posts and struts etc. above plinth

level up to floor five level,

excluding cost of centering,

shuttering, finishing and

reinforcement :

sand(zone-III) derived from natural

15 sources : 3 graded stone

aggregate 20 mm nominal size

derived from natural sources)

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and

removal of form for

5.9.1 Foundations, footings, bases of Sqm 5612.21 392.15 2200828.15

columns, etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, Sqm 835.79 927.25 774986.28

balconies and access platform

18 girders, bressummers and

5.9.6 Columns, Pillars, Piers, Abutments, Sqm 7063.11 961.3 6789767.64

Posts and Struts

Edges of slabs and breaks in floors

5.9.19 Weather shade, Chajjas, corbels Sqm 93.42 951.1 88851.76

etc., including edges

5.12S PRE-CAST RCC

5.16 Providing, transporting, hoisting cum .16 20355.8 3256.93

and fixing above plinth level up to

floor five level precast reinforced

cement concrete in shelves,

including setting in cement mortar

1:3 (1cement : 3 coarse sand),

cost of required centering,

shuttering and finishing with neat

cement punning on exposed

surfaces but , excluding the 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

5.33S DESIGN MIX CONCRETE

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

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

c e m e n t , admixtures in

recommended proportions as per

5.33 IS: 9103 to accelerate / retard

setting of concrete, to improve

durability and workability without

impairing strength; including

pumping of concrete to site of

laying, curing, carriage for all

leads; but excluding the cost of

centering, shuttering, finishing

and reinforcement as per direction

of the engineer-in-charge, for the

following grades of concrete.:

5.33.1 All works upto plinth level

23 minimum cement content of 330

24 minimum cement content of 350

All works above plinth level upto

25 minimum cement content of 330

26 minimum cement content of 350

5.35 Add for using extra cement in the Quintal 728.44 733.5 534310.74

items of design mix over and

above the specified cement

content therein.

5.36 Providing and placing in position cum 1536.11 33018.75 50720432.06

precast reinforced cement

concrete waffle units, square or

rectangular, as per design and

shape for floors and roofs in 1:1

1/2:3 (1 Cement : 1 1/2 coarse

sand (zone-III) derived from

natural sources : 3 graded stone

aggregate 10 mm nominal size

derived from natural sources),

28 including flush or deep ruled

pointing at joints in Cement

mortar 1:2 (1 Cement : 2 Fine

sand), making necessary holes of

required sizes for carrying through

service lines etc., providing steel

hooks for lifting etc, form work in

precasting, handling, hoisting,

centering and erection complete

for all floor levels but, excluding

the cost of reinforcement.

6.0 MASONRY WORK

6.1S General

Brick work with common burnt

clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

6.12S HALF BRICK MASONRY

Half brick masonry with common

burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in

foundations and plinth in :

Half brick masonry with common

burnt clay F.P.S. (non modular)

6.13 bricks of class designation 7.5 in

superstructure above plinth level

up to floor V level.

6.26S EXPOSED BRICK WALL

Brick work with clay flyash F.P.S.

(non modular) brick of class

6.32 designation 7.5 in superstructure

above plinth level up to floor five

6.38 Providing and laying Autoclaved cum 199.75 10195.45 2036541.14

Aerated 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

34 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 masonry work.

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 red

Granite stone slab all colour and

8.2.3 texture except black, Cherry/Ruby

8.20S STONE WORK DRY CLADDING

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and fixing skirting with

Pre-laminated (one side

decorative and other side

balancing lamination) flat pressed

3 layer or graded particle board

(medium density) Grade I, Type II,

IS :12823 marked, with necessary

fixing arrangements and screws,

including drilling necessary holes

for raw/ plugs etc. and priming

coat on unexposed surface

8.31 Providing and fixing Ist quality Sqm 241.69 1267.95 306450.84

ceramic glazed 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-

38 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

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

9.1 position with hold fast lugs or with

dash fasteners of required dia &

length (hold fast lugs or dash

fastener shall be paid for

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

Providing and fixing ISI marked

flush door shutters conforming to

IS : 2202 (Part I) decorative type,

core of block board construction

9.20 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 Sqm 50 3473.85 173692.5

42 Stainless Steel butt hinges with

necessary screws

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and fixing ISI marked

flush door shutters conforming to

IS : 2202 (Part I) non-decorative

type, core of block board

construction with frame of 1st

class hard wood and well matched

commercial 3 ply veneering with

vertical grains or cross bands and

face veneers on both faces of

9.21.1 35 mm thick including ISI marked Sqm 50 2392.65 119632.5

43 Stainless Steel butt hinges with

necessary screws

Providing and fixing wire gauge

shutters using galvanized M.S.

wire gauge of average width of

aperture 1.4 mm in both

directions with wire of dia 0.63

mm, for doors, windows and

clerestory windows with hinges

and necessary screws :

35 mm thick shutters with ISI

9.27.1.1 marked M.S. pressed butt hinges

bright finished of required size

9.27.1.1.2 Kiln seasoned and chemically Sqm 50 3599.2 179960

treated hollock wood

9.40S MISCELLANEOUS-WOOD WORK

9.42 Providing and fixing 18 mm thick, Metre 125.45 600.55 75339

150 mm wide pelmet of flat

pressed three layer or graded

plain wood particle board medium

density grade I, ISI marked and

conforming to IS : 3087 marked,

including top cover of 6 mm

commercial ply wood conforming

to IS: 303 BWR grade, nickel

plated M.S. pipe 20 mm dia (

heavy type) curtain rod with nickel

plated brackets, including fixing

with 25x3 mm M.S. flat 10 cm long

fixed to pelmet with hollock wood

cleats of size 100 mm x 40 mm x

40 mm on both inner side of

pelmet and rawl plugs 75 mm long

etc. all complete.

Providing and fixing chromium

plated brass curtain rod having

wall thickness of 1.25mm with two

9.46 chromium plated brass brackets

fixed with C.P. brass screws and

PVC sleeves etc., wherever

necessary complete :

Providing and fixing M.S. grills of

required pattern in frames of

windows etc. with M.S. flats,

9.48 square or round bars etc.

including priming coat with

approved steel primer all

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

fast 400 mm long including fixing

to frame with 10 mm diameter

bolts, nuts and wooden plugs and

49 embedding in cement concrete

block 300x100x150 mm 1:3:6 mix

(1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm

9.55S BRIGHT FINISHED M.S. FITTINGS

Providing and fixing ISI marked

IS:1341 M.S. pressed butt hinges

bright finished with necessary

screws etc. complete :

COPER OXIDISED MILD STEEL

9.57S FITTINGS (COPPER OXIDISED AS

Providing and fixing ISI marked

oxidised M.S. sliding door bolts

9.62 with nuts and screws etc.

complete (Copper oxidised as per

9.72S BRASS FITTINGS

Providing and fixing bright finished

9.72 brass butt hinges with necessary

screws etc. complete :

Providing and fixing bright finished

9.75 brass door latch with necessary

screws etc. complete :

Providing and fixing bright finished

9.81 brass handles with screws etc.

ANODISED ALUMINIUM FITTINGS

9.95S (ALL FITTINGS SHALL BE ISI

Providing and fixing aluminium

tower bolts, ISI marked, anodised

(anodic coating not less than

9.97 grade AC 10 as per IS : 1868 )

transparent or dyed to required

colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium

handles, ISI marked, anodised

(anodic coating not less than

9.100 grade AC 10 as per IS : 1868)

transparent or dyed to required

colour or shade, with necessary

screws etc. complete :

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and fixing aluminium

hanging floor door stopper, ISI

marked, anodised (anodic coating

9.101 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

9.119 Providing and fixing factory made Metre 299.06 492.7 147346.86

P.V.C. door 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 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.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

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 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 &

Providing and fixing factory made

shutters of Pre-laminated particle

board flat pressed three layer or

graded wood particle board with

one side decorative finish and

other side balancing lamination

conforming to IS: 12823 Grade l

Type ll, of approved design, and

edges sealed with water resistant

paint and lipped with aluminium

'U' type edge beading all- round

the shutter, including fixing with

angle cleat, grip strip, cadmium

plated steel screws, including

fixing of aluminium hinges

100x63x4 mm etc. complete as

per architectural drawing and

direction of Engineer-in-Charge

(Cost of 'U' beading and hinges

will be paid for separately).

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

9.141 Providing and fixing PVC Door Metre 20 573.45 11469

Frame of size 50x47 mm with a

wall thickness of 5 mm ( +/- 0.2

mm), made out of single piece

extruded PVC profile, with mitred

cut joints and joint with 2 nos of

PVC bracket of size 190 mm x 100

mm long arms of cross section

size 35 x 15 mm & self driven self

taping screws, the vertical door

profiles to be reinforced with

65 40x20 mm M.S. rectangular tube

of 0.8 mm , including providing

EPDM rubber gasket weather seal

throughout the frame, including

jointing 5 mm PVC frame strip with

PVC solvent cement on the back of

the profile. The door frame to be

fixed to the wall using 8 x100 mm

long anchor fasteners complete,

all as per manufacturer's

specification and direction of

Engineer -in- charge.

35 mm thick factory made Solid

panel PVC Door shutter, made out

of single piece extruded solid PVC

profiles, 5 mm ( +/- 0.2 mm) thick,

having styles & rails (except lock

rail) of size 95 mm x 35 mm x 5

mm, out of which 75 mm shall be

flat and 20 mm shall be tapered

(on both side), having one side

thickness of 15 mm integrally

extruded on the hinge side of the

profile for better screw holding

power, including reinforcing with

MS tube of size 40 mm X 20 mm x

1 mm, joints of styles & rails to be

mitered cut & joint with the help of

PVC solvent cement, self driven

self tapping screws & M.S.

9.142 rectangular pipes bracket of size

190 mm X 100 mm of cross

section size 35 mm x 17 mm x 1

mm at each corner. Single piece

extruded 5 mm thick solid PVC

Lock rail of size 115 mm x 35 mm,

out of which 75 mm to be flat and

20 mm to be tapered at both

ends, having 15 mm solid core in

middle of rail section integrally

extruded, fixing the styles & rails

with the help of solvent and self

driven self tapping screws of 125

mm x 11 mm, including providing

5 mm Single piece solid PVC

extruded sheet inserted in the

door as panel, all complete as per

manufacturer's specification and

direction of Engineer-in-charge.

66 9.142.1 Non decorative finish (matt finish) Sqm 20 3997.45 79949

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, Kg 6259.14 133.7 836847.02

bolted or welded in built up

sections, trusses and framed

67 work, including cutting, hoisting,

fixing in position and applying a

priming coat of approved steel

primer all complete.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

10.3 Providing and fixing in position Sqm 5 11439.6 57198

collapsible steel shutters with

vertical channels 20x10x2 mm

and braced with flat iron diagonals

20x5 mm size, with top and

68 bottom rail of T-iron 40x40x6 mm,

with 40 mm dia steel pulleys,

complete with bolts, nuts, locking

arrangement, stoppers, handles,

including applying a priming coat

of approved steel primer.

10.4 Providing and fixing 1 mm thick Sqm 10 6566.2 65662

M.S. sheet sliding-shutters, with

frame and diagonal braces of

40x40x6 mm angle iron, 3 mm

M.S.gusset plates at the junctions

69 and corners, 25 mm dia pulley,

40x40x6 mm angle and T- iron

guide at the top and bottom

respectively, including applying a

priming coat of approved steel

Steel work in built up tubular

(round, square or rectangular

hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing

10.16 in position and applying a priming

coat of approved steel primer,

including welding and bolted with

special shaped washers etc.

clamp type I or II of 16 mm dia

M.S. bar, bent to shape with

hooked ends in R.C.C. slabs or

beams during laying, including

painting the exposed portion of

loop, all as per standard design

10.18 Providing and fixing circular/ Each 82 220.65 18093.3

Hexagonal cast iron or M.S. sheet

box for ceiling fan clamp, of

internal dia 140 mm, 73 mm

height, top lid of 1.5 mm thick

M.S. sheet with its top surface

72 hacked for proper bonding, top lid

shall be screwed into the cast iron/

M.S. sheet box by means of 3.3

mm dia round headed screws, one

lock at the corners. Clamp shall be

made of 12 mm dia M.S. bar bent

to shape as per standard drawing.

10.19 Providing and fixing mild steel Kg 20 97.2 1944

73 round holding down bolts with

nuts and washer plates complete.

74 including nuts and washers

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

10.28 Providing and fixing stainless steel Kg 7579.92 772.4 5854730.21

( Grade 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

75 & 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

Brick on edge flooring with bricks

of class designation 7.5 on a bed

of 12 mm cement mortar,

including filling the joints with

same mortar, with common burnt

clay non modular bricks:

required pattern with bricks of

class designation 7.5 on a bed of

77 12 mm mud mortar, including

filling joints with Jamuna sand,

with common burnt clay non

modular bricks.

Cement concrete flooring 1:2:4 (1

cement : 2 coarse sand : 4 graded

stone aggregate) finished with a

11.3 floating coat of neat cement,

including cement slurry, but

excluding the cost of nosing of

steps etc. complete.

size stone aggregate

11.7 Cement concrete pavement with cum 10 8595.15 85951.5

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

79 graded stone aggregate 20 mm

nominal size), including finishing

11.16S TILE FLOORING

Chequered precast cement

concrete tiles 22 mm thick in

footpath & courtyard, jointed with

neat cement slurry mixed with

11.20 pigment to match the shade of

tiles, including rubbing and

cleaning etc. complete, on 20 mm

thick bed of cement mortar 1:4 (1

cement: 4 coarse sand).

white cement 50% Grey cement

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and fixing 10 mm thick

acid and/or alkali resistant tiles of

approved make and colour using

acid and/or alkali resisting mortar

bedding, and joints filled with acid

and/or alkali resisting cement as

per IS : 4457, complete as per the

direction of Engineer-in- Charge.

In flooring on a bed of 10 mm

11.21.1 thick mortar 1:4 (1 acid proof

cement : 4 coarse sand)

In dado/skirting on 12 mm thick

11.21.2 mortar 1:4 (1 acid proof cement :

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 to

11.26 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

11.41 colours and shades, laid on 20mm

thick cement mortar 1:4 (1

cement : 4 coarse sand), jointing

with grey cement slurry @ 3.3 kg/

s q m including grouting the joints

with white cement and matching

pigments etc., complete.

Providing and laying Vitrified tiles

in floor in different sizes (thickness

to be specified by the

m a n u f a c t u r e r ) 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

11.41A 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 easily.

Double charge vitrified tile

polished finish of size

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Glazed Vitrified tiles Matt/Antiskid

12.0 ROOFING

12.1S SHEET ROOFING

Providing ridges or hips of width

60 cm overall width plain G.S.

sheet fixed with polymer coated J

or L hooks, bolts and nuts 8mm

dia G.I. limpet and bitumen

washers complete.

not less than 275 gm/m2

Providing valleys of 90 cm wide

overall in plain G.S. sheet fixed

with polymer coated J, or L hooks,

bolts and nuts 8 mm dia G.I.

limpet and bitumen washers

not less than 350 gm/m2

12.37S RAIN WATER SPOUT AND PIPE

Providing and fixing M.S. holder

bat clamps of approved design to

C.I. or S.C.I. rain water pipes

embedded in and including

cement concrete blocks 10x10x10

cm of 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone

aggregate 20 mm nominal size)

and cost of cutting holes and

making good the walls etc. :

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

Providing and fixing on wall face

unplasticised - PVC moulded

fittings/ accessories for

unplasticised Rigid PVC rain water

12.42 pipes conforming to IS : 13592

Type A, including jointing with seal

ring conforming to IS : 5382,

leaving 10 mm gap for thermal

12.42.2 Single pushfit Coupler

12.42.5 Bend 87.5 degree

12.42.6 Shoe (Plain)

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

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

12.43 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.

12.44 Providing and fixing to the inlet Each 100 54.7 5470

mouth of rain water pipe cast iron

grating 15 cm diameter and

weighing not less than 440 grams.

12.50 Providing and fixing precoated Sqm 3858.34 738.65 2849962.84

galvanised iron profile sheets

(size, shape and pitch of

corrugation as approved by

Engineer-in-charge) of total coated

thickness 0.50 mm (base metal of

minimum 0.45 mm thickness with

total coating thickness of 0.05

mm) with zinc coating 120 grams

per sqm as per IS: 277, in 240

mpa steel grade, 5-7 microns

epoxy primer on both side of the

sheet and polyester top coat 15-

18 microns. Sheet should have

96 protective guard film of 25

microns minimum to avoid

scratches during transportation

and should be supplied in single

length upto 12 metre or as desired

by Engineer-in-charge. The sheet

shall be fixed using self drilling

/self tapping screws of size (5.5x

55 mm) with EPDM seal, complete

upto any pitch in horizontal/

vertical or curved surfaces,

excluding the cost of purlins,

rafters and trusses and including

cutting to size and shape

wherever required.

Providing and fixing precoated

galvanised steel sheet roofing

accessories of total coated

thickness 0.50 mm (base metal of

minimum 0.45 mm thickness with

total coating thickness of 0.05

12.51 mm) with Zinc coating 120 grams

per sqm as per IS: 277, in 240

mpa steel grade, 5-7 microns

epoxy primer on both side of the

sheet and polyester top coat 15-

18 microns using self drilling/ self

tapping screws 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

13.2 rough side of single or half brick

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

13.16S 6 mm CEMENT PLASTER

13.16 6 mm cement plaster of mix :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of Sqm 3906.52 262.7 1026242.8

paris putty of 2 mm thickness over

104 plastered surface to prepare the

surface even and smooth

13.37S INTERIOR FINISHING

Distempering with 1st quality

acrylic distemper (ready mixed)

having VOC content less than 50

13.41 gram/litre, of approved

manufacturer and of required

shade and colour all complete to

achieve even shade and colour :

over and including water thinnable

105 priming coat with cement primer

having VOC content less than 50

13.44S EXTERIOR FINISHING

Finishing walls with water proofing

cement paint of required shade :

applied @ 3.84 kg/10 sqm)

Finishing with Deluxe Multi surface

paint system for interiors and

exteriors using Primer as per

manufacturers specifications :

13.48.2 Painting wood work with Deluxe Sqm 100 176.25 17625

Multi Surface Paint of required

shade. Two or more coat applied

107 @ 0.90 ltr/10 sqm over an under

coat of primer applied @0.75

ltr/10 sqm of approved brand and

13.48.3 Painting Steel work with Deluxe Sqm 110 170.7 18777

Multi Surface Paint to give an even

shade. Two or more coat applied

108 @ 0.90 ltr/10 sqm over an under

coat of primer applied @ 0.80

ltr/10 sqm of approved brand and

Finishing walls with 100%

Premium acrylic emulsion paint

(Company Depot Tinted) having

VOC less than 50 gm/litre and UV

13.48A resistance as per IS 15489:2004,

Alkali & fungal resistance, dirt

resistance exterior paint of

required shade with silicon

applied @ 1.43 litre/ 10 sqm. Over

109 and including priming coat of

exterior primer applied @ 0.90

13.50 Applying priming coat:

primer of approved brand and

manufacture on resinous wood

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

13.50.3 With ready mixed red oxide zinc Sqm 3802.28 67.4 256273.67

chromate primer of approved

brand and manufacture on steel

galvanised iron/ steel works

Painting with synthetic enamel

paint of approved brand and

manufacture to give an even

Wall painting with acrylic emulsion

paint, 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.

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete

manually/ by mechanical means

15.2 including disposal of material

within 50 metres lead as per

direction of Engineer - in - charge.

114 mix (including equivalent design

115 mix (including equivalent design

manually/ by mechanical means

including stacking of steel bars

116 and disposal of unserviceable

material within 50 metres lead as

per direction of Engineer - in-

Demolishing brick work manually/

by mechanical means including

stacking of serviceable material

15.7 and disposal of unserviceable

material within 50 metres lead as

per direction of Engineer-in-

Demolishing stone rubble masonry

manually/ by mechanical means

including stacking of serviceable

15.9 material and disposal of

unserviceable material within 50

metres lead as per direction of

Engineer-in-charge :

Dismantling doors, windows and

clerestory windows (steel or wood)

shutter including chowkhats,

architrave, holdfasts etc. complete

and stacking within 50 metres

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Dismantling wood work in frames,

trusses, purlins and rafters up to

15.14 10 metres span and 5 metres

height including stacking the

material within 50 metres lead :

centimetres and above

15.14.2 Of sectional area below 40 square Metre 500 17.85 8925

15.18 Dismantling steel work in built up Kg 250 5.65 1412.5

sections in angles, tees, flats and

channels including all gusset

123 plates, bolts, nuts, cutting rivets,

welding etc. including

dismembering and stacking within

50 metres lead.

Dismantling tile work in floors and

roofs laid in cement mortar

including stacking material within

50 metres lead.

Dismantling roofing including

ridges, hips, valleys and gutters

etc., and stacking the material

within 50 metres lead of:

Dismantling precast concrete or

stone slabs in walls, partition walls

etc. including stacking within 50

Dismantling manually/ by

mechanical means including

stacking of serviceable material

15.43 and disposal of unserviceable

material within 50 metres lead as

per direction of Engineer-in-charge

15.52 Dismantling of flushing cistern of Each 25 112.05 2801.25

all types (C.I./PVC/Vitreous China)

including stacking of useful

materials near the site and

disposal of unserviceable

materials within 50 metres lead.

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of Sqm 6307.5 218.9 1380711.75

sub grade with power road roller

of 8 to 12 tonne capacity after

excavating earth to an average of

22.5 cm depth, dressing to

129 camber and consolidating with

road roller including making good

the undulations etc. and re-rolling

the sub grade and disposal of

surplus earth with lead upto 50

16.3 Supplying and stacking at site.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

16.4 Laying, spreading and compacting cum 9931.88 1046.95 10398181.77

stone aggregate of specified sizes

to WBM specifications in uniform

thickness, hand picking, rolling

with 3 wheeled road/vibratory

roller 8-10 tonne capacity in

136 stages to proper grade and

camber, applying and brooming

requisite type of screening /

binding material to fill up

interstices of coarse aggregate,

watering and compacting to the

required density .

Dry brick pitching half brick thick

in drains including supply of bricks

and preparing the surface

137 (non modular) bricks of class

designation 7.5

16.30S PREMIX CARPET

Providing and laying bitumen

mastic wearing course (as per

specifications) with industrial

bitumen of grade 85/25

conforming to IS : 702, prepared

by using mastic cooker and laid to

required level and slope, including

providing antiskid surface with

bitumen precoated fine grained

hard stone chipping of approved

size at the rate of 0.005 cum per

10 sqm and at approximate

spacing of10 cm centre to centre

in both directions, pressed into

surface protruding 1 mm to 4 mm

over mastic surface, including

cleaning the surface, removal of

debris etc. all complete.

(Considering bitumen using 10.2%

as per MORTH specification).

16.42S CONCRETE PAVEMENTS

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and laying design mix

cement concrete of M-30 grade, in

roads/taxi tracks/ runways, using

cement content as per design mix,

using coarse sand and graded

stone aggregate of 40 mm

nominal size in appropriate

proportions as per approved and

specified design criteria, providing

dowel bars with sleeve/ tie bars

wherever required, laying at site,

spreading and compacting

mechanically by using needle and

surface vibrators, levelling to

16.43 required slope/ camber, finishing

with required texture, including

steel form work with sturdy M.S.

channel sections, curing, making

provision for contraction/

expansion, construction and

longitudinal joints (10 mm wide x

50 mm deep) by groove cutting

machine, providing and filling

joints with approved joint filler and

sealants, complete all as per

direction of Engineer-in-charge

(Item of joint fillers, sealants,

dowel bars with sleeve/ tie bars to

be paid separately).

16.43.1 Cement concrete prepared with cum 100 10529.35 1052935

batch mixing machine

16.49S MISCELLANEOUS

Providing and laying Dense

Graded Bituminous Macadam

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 as per

specifications to achieve the

desired compaction and density,

complete as per specifications and

directions of Engineer-in-Charge.

thickness with bitumen of grade

VG-30 @ 5% (percentage by

weight of total mix) and lime filler

@2% (percentage by weight of

Aggregate) prepared in Batch

Type Hot Mix Plant of 100-120 TPH

pavement of mix M-25 with ready

mixed concrete from batching

plant. The ready mixed concrete

shall be laid and finished with

screed board vibrator , vacuum

141 dewatering process and finally

finished by floating, brooming with

wire brush etc. complete as per

specifications and directions of

Engineer-in-charge. (The panel

shuttering work shall be paid for

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

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, 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.

16.78.1 With material conforming to cum 100 2784 278400

142 Grade-I (size range 75 mm to

0.075 mm) having CBR Value-30

16.79 Providing, laying, spreading and cum 100 2914.3 291430

compacting graded stone

aggregate (size range 53 mm to

0.075 mm ) to wet mix macadam

(WMM) specification including

premixing the material with water

at OMC in for all leads & lifts,

laying in uniform layers with

mechanical paver finisher in sub-

base / base course on well

prepared surface and compacting

with vibratory roller of 8 to 10

tonne capacity to achieve the

desired density, complete as per

specifications and directions of

Engineer-in-Charge.

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,

16.91 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.

144 M-30 grade with approved color

design and pattern.

17.0 SANITARY INSTALLATIONS

17.1S General

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and fixing water closet

squatting pan (Indian type W.C.

pan ) with 100 mm sand cast Iron

P or S trap, 10 litre low level white

P.V.C. flushing cistern, including

flush pipe, with manually

controlled device (handle lever)

conforming to IS : 7231,with all

fittings and fixtures complete,

including cutting and making good

the walls and floors wherever

17.1.1 White Vitreous china Orissa Each 10 6767.4 67674

145 pattern W.C. pan of size 580x440

mm with integral type foot rests

Providing and fixing white vitreous

china pedestal type water closet

(European type W.C. pan) with

seat and lid, 10 litre low level

white P.V.C. flushing cistern,

including flush pipe, with manually

controlled device (handle lever),

conforming to IS : 7231, with all

fittings and fixtures complete,

including cutting and making good

the walls and floors wherever

17.2.1 W.C. pan with ISI marked white Each 4 6515.55 26062.2

solid plastic seat and lid

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 flush bend, overflow

17.3 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

17.3.1 W.C. pan with ISI marked white Each 10 8006.6 80066

solid plastic seat and lid

Providing and fixing white vitreous

china flat back or wall corner type

lipped front urinal basin of

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 Each 8 6258.75 50070

P.V.C. automatic flushing cistern

Providing and fixing wash basin

with C.I. brackets, 15 mm C.P.

brass pillar taps, 32 mm C.P. brass

17.7 waste of standard pattern,

including painting of fittings and

brackets, cutting and making good

the walls wherever require:

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

17.7.1 White Vitreous China Wash basin Each 4 2648.85 10595.4

149 size 630x450 mm with a pair of 15

mm C.P. brass pillar taps

17.7.3 White Vitreous China Wash basin Each 7 2301.75 16112.25

150 size 550x400 mm with a pair of 15

mm C.P. brass pillar taps

17.8 Providing and fixing white vitreous Each 10 1683.35 16833.5

china pedestal for wash basin

151 completely recessed at the back

for the reception of pipes and

Providing and fixing Stainless

Steel A ISI 304 (18/8) kitchen sink

as per IS:13983 with C.I. brackets

17.10 and stainless steel plug 40 mm,

including painting of fittings and

brackets, cutting and making good

the walls wherever required :

17.10.1 Kitchen sink with drain board

17.16A Providing and fixing 8 mm dia C.P. Each 8 349.15 2793.2

/ S.S. Jet with flexible tube upto 1

metre long with S.S. triangular

plate to European type W.C. of

quality and make as approved by

Engineer - in - charge.

Providing and fixing a pair of white

vitreous china foot rests of

standard pattern for squatting pan

Providing and fixing P.V.C. waste

pipe for sink or wash basin

including P.V.C. waste fittings

17.28.1 Semi rigid pipe

cast Iron grating for gully trap.

bevelled edge mirror of superior

glass (of approved quality)

157 complete with 6 mm thick hard

board ground fixed to wooden

cleats with C.P. brass screws and

washers complete.

mm glass shelf with edges round

off, supported on anodised

158 aluminium angle frame with C.P.

brass brackets and guard rail

complete fixed with 40 mm long

screws, rawl plugs etc., complete.

Providing and fixing soil, waste

and vent pipes :

17.35.1.1 Sand cast iron S&S pipe as per IS: Metre 356.8 1151.9 410997.92

Providing and fixing PTMT towel

rail complete with brackets fixed

to wooden cleats with CP brass

screws with concealed fittings

arrangement of approved quality

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

length of 645 mm, width 78 mm

and effective height of 88 mm,

weighing not less than 190 gms.

18.0 WATER SUPPLY

18.4S PP-R PIPES

Providing and fixing 3 layer PP-R

(Poly propylene Random

copolymer) pipes confirming to IS

15801, UV stabilized & anti -

microbial fusion welded, having

thermal stability for hot & cold

water supply, including all PP - R

plain & brass threaded

polypropylene random fittings and

fixing the pipe with clamps at 1.00

m spacing. This includes testing of

joints complete as per direction of

Engineer-in-Charge. ( Internal

Exposed on walls )

Providing and fixing 3 layer PP-R

(Poly propylene Random

copolymer) pipes confirming to

IS:15801, UV stabilized & anti -

microbial fusion welded, having

thermal stability for hot & cold

water supply, including all PP - R

plain & brass threaded

18.5 polypropylene random fittings and

fixing the pipe with clamps at 1.00

m spacing. This includes the cost

of cutting chases and making

good the same including testing of

joints complete as per direction of

E n g i n e e r- i n - C h a r g e . Concealed

work, including cutting chases and

making good the wall etc.

Providing and fixing 3 layer PP-R

(Poly propylene Random

copolymer) pipes confirming to

IS:15801 UV stabilized & anti -

microbial fusion welded, having

thermal stability for hot & cold

18.6 water supply, including all PP - R

plain & brass threaded

polypropylene random fittings,

including trenching, refilling &

testing of joints complete as per

direction of Engineer-in-Charge.

18.6A Providing and fixing PPR Unions

18.7S C.P.V.C. PIPES

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

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.

Providing and fixing Chlorinated

Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot &

cold water supply including all

CPVC plain & brass threaded

18.9 fittings This includes jointing of

pipes & fittings with one step

CPVC solvent cement, trenching,

refilling & testing of joints

complete as per direction of

Engineer in Charge. External work

Providing and fixing G.I. pipes

complete with G.I. fittings and

18.10 clamps, including cutting and

making good the walls etc. (

Internal work - Exposed on wall )

Providing and fixing G.I. Pipes

complete with G.I. fittings and

clamps, including making good the

18.11 walls etc. concealed pipe,

including painting with anti

corrosive bitumastic paint, cutting

chases and making good the wall :

Providing and fixing G.I. pipes

complete with G.I. fittings

including trenching and refilling

etc. External work

Making connection of G.I.

distribution branch with G.I. main

18.13 of following sizes by providing and

fixing tee, including cutting and

threading the pipe etc. complete :

18.15S BRASS FITTINGS

Providing and fixing brass bib cock

of approved quality :

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and fixing brass stop

cock of approved quality :

Providing and fixing gun metal

18.17 gate valve with C.I. wheel of

approved quality (screwed end) :

Providing and fixing ball valve

(brass) of approved quality, High

or low pressure, with plastic floats

Providing and fixing gun metal

18.19 non- return valve of approved

quality (screwed end) :

18.19.1 25 mm nominal bore

18.19.3 40 mm nominal bore

Providing and fixing C.P. brass

18.22 shower rose with 15 or 20 mm

C.I. SLUICE VALVES/ FIRE

HYDRANTS & FIXTURES

Providing and fixing C.I. sluice

valves (with cap) complete with

18.31 bolts, nuts, rubber insertions etc.

(the tail pieces if required will be

paid separately) :

18.31.1 100 mm diameter

18.31.3 150 mm diameter

Constructing masonry Chamber

30x30x50 cm inside, in brick work

in cement mortar 1:4 (1 cement :4

coarse sand) for stop cock, with C.

I. surface box 100x100 x75 mm

(inside) with hinged cover fixed in

reinforced cement concrete slab

1:1.5:3 mix (1 cement : 1.5 coarse

sand: 3 graded stone aggregate

18.32 20 mm nominal size), including

necessary excavation, foundation

concrete 1:5:10 ( 1 cement : 5 fine

sand :10 graded stone aggregate

40 mm nominal size ) and inside

plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12mm

thick, finished with a floating coat

of neat cement complete as per

standard design :

198 (non modular) bricks of class

designation 7.5

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Boring with 100 mm diameter

casing pipe for hand pump /

tubewell, in all soils except

18.42 ordinary hard rocks requiring

blasting, including removing the

casing pipe after the hand pump /

tube well is lowered and tested :

18.43 Providing and placing in position Metre 10 960.3 9603

filters of 40 mm diameter G.I. pipe

with brass strainer of approved

18.44 Providing and fixing to filter and Metre 10 546 5460

lowering to proper levels 40 mm

201 G.I. pipe for tube well including

cleaning and priming the tube

Providing and fixing G.I. Union in

G.I. pipe including cutting and

18.46 threading the pipe and making

long screws etc. complete (New

18.48 Providing and placing on terrace Per Litre 10000 11 110000

(at all floor levels) polyethylene

water storage tank, IS : 12701

marked, with cover and suitable

203 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 bib

18.49 cock of approved quality

conforming to IS:8931 :

Providing and fixing C.P. brass

long nose bib cock of approved

18.50 quality conforming to IS standards

and weighing not less than 810

Providing and fixing C.P. brass

stop cock (concealed) of standard

design and of approved make

conforming to IS:8931.

Providing and fixing C.P. brass

angle valve for basin mixer and

geyser points of approved quality

conforming to IS:8931

18.54S PTMT FITTINGS

Providing and fixing PTMT, push

18.57 cock of approved quality and

weighing not less than 46 gms

AIR VALVE & WATER METER (BULK

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

18.65 Providing and fixing PTMT soap Each 64 111.45 7132.8

Dish Holder having length of

138mm, breadth 102mm, height

of 75mm with concealed fitting

arrangements, weighing not less

Providing and laying S&S

Centrifugally Cast (Spun) / Ductile

Iron Pipes conforming to IS : 8329

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing, laying and jointing

glazed stoneware pipes class SP-1

with stiff mixture of cement

mortar in the proportion of 1:1 (1

cement : 1 fine sand) including

testing of joints etc. complete :

Providing and laying cement

concrete 1:5:10 (1 cement : 5

coarse sand :10 graded stone

aggregate 40 mm nominal size)

all-round S.W. pipes including bed

concrete as per standard design :

Supplying and fixing C.I. cover

without frame for manholes :

217 cover (light duty) the weight of the

cover to be not less than 23 kg

Constructing brick masonry

chamber for underground C.I.

inspection chamber and bends

with bricks in cement mortar 1:4

(1 cement: 4 coarse sand) C.I.

cover with frame (light duty)

455x610 mm internal dimensions,

total weight of cover with frame to

be not less than 38 kg (weight of

cover 23 kg and weight of frame

15 kg), R.C.C. top slab with 1:1.5:3

19.30 mix (1 cement : 1.5 fine sand : 3

graded stone aggregate 20 mm

nominal size), foundation concrete

1:5:10 (1 cement : 5 fine sand : 10

graded stone aggregate 40 mm

nominal size), inside plastering 12

mm thick with cement mortar 1:3

(1 cement : 3 coarse sand),

finished smooth with a floating

coat of neat cement on walls and

bed concrete etc. complete as per

standard design:

Inside dimensions 500x700 mm

19.30.2 and 45 cm deep for pipe line with

one or two inlets :

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

218 (non modular) bricks of class

designation 7.5

1.20x1.20x1.20 m filled with brick

219 bats including S.W. drain pipe 100

mm diameter and 1.20 m long

complete as per standard design.

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

21.1 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

transparent or dyed to required

220 shade according to IS: 1868,

Minimum anodic coating of grade

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)

transparent or dyed to required

221 shade according to IS: 1868,

Minimum anodic coating of grade

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):

222 thickness (weight not less than

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

21.17 Providing and fixing anodised Kg 381.75 638.35 243690.11

aluminium grill (anodised

transparent or dyed to required

shade according to IS: 1868 with

minimum anodic coating of grade

AC 15) of approved

design/pattern, with approved

standard section and fixed to the

existing window frame with C.P.

brass/ stainless steel screws @

223 200 mm centre to centre,

including cutting the grill to proper

opening size for fixing and

operation of handles and fixing

approved anodised aluminium

standard section around the

opening, all complete as per

requirement and direction of

Engineer-in-charge. (Only weight

of grill to be measured for

22.0 WATER PROOFING

22.1S General

22.5 Providing and laying water Sqm 77.67 617.05 47926.27

proofing 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 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

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

proofing 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 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 be measured.

Grading roof for water proofing

226 : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size)

RAIN WATER HARVESTING &

23.1S General

Boring/drilling bore well of

required dia for casing/ strainer

pipe, by suitable method

prescribed in IS: 2800 (part I),

including collecting samples from

different strata, preparing and

23.1 submitting strata chart/ bore log,

including hire & running charges

of all equipments, tools, plants &

machineries required for the job,

all complete as per direction of

Engineer-in-charge, upto 90 metre

depth below ground level.

23.1.1 All types of soil

Supplying, assembling, lowering

and fixing in vertical position in

bore well, unplasticized PVC

medium well casing (CM) pipe of

required dia, conforming to IS:

12818, including required hire and

labour charges, fittings &

accessories etc. all complete, for

all depths, as per direction of

Engineer -in-charge.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Supplying, assembling, lowering

and fixing in vertical position in

bore well unplasticized PVC

medium well screen (RMS) pipes

23.4 with ribs, conforming to IS: 12818,

including hire & labour charges,

fittings & accessories etc. all

complete, for all depths, as per

direction of Engineer-in-charge.

leveling stone boulders of size

range 5 cm to 20 cm, in recharge

230 pit, in the required thickness, for

all leads & lifts, all complete as

per direction of Engineer-in-

leveling gravels of size range 5

mm to 10 mm, in the recharge pit,

over the existing layer of

boulders, in required thickness, for

all leads & lifts, all complete as

per direction of Engineer-in-

leveling coarse sand of size range

1.5 mm to 2 mm in recharge pit, in

232 required thickness over gravel

layer, for all leads & lifts, all

complete as per direction of

Engineer -in-charge.

accordance with IS : 2800 (part I)

and IS: 11189, to establish

maximum rate of usable water

yield without sand content

(beyond permissible limit), with

required capacity air compressor,

running the compressor for

required time till well is fully

developed, measuring yield of well

by V notch method or any other

approved method, measuring

static level & draw down etc. by

step draw down method,

collecting water samples & getting

tested in approved laboratory,

including disinfection of tubewell,

all complete, including hire &

labour charges of air compressor,

tools & accessories etc., all as per

requirement and direction of

Engineer-in-charge.

Providing and fixing suitable size

threaded mild steel cap or spot

welded plate to the top of bore

well housing/ casing pipe,

removable as per requirement, all

complete for borewell of:

Providing and fixing M.S. clamp of

required dia to the top of casing/

housing pipe of tubewell as per IS:

2800 (part I), including necessary

bolts & nuts of required size

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and fixing Bail plug/

Bottom plug of required dia to the

bottom of pipe assembly of

tubewell as per IS:2800 (part I).

Schedule Schedule F-Execution of NS Item of works as per Annexure-VI

Item- 6 As per Annexure- VI

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

Hiring and operating Multi-Utility

vehicle of loading capacity one MT

with sitting capacity of 4/6

persons, 4 strokes, 4 cylinders

engine, factory-built metal body,

cargo box type or passenger cabin

type or both (with 24 hours

availability), including cost of fuel,

lubricants, major/minor repairs,

salary of driver, toll tax, all other

tax xomplete, operation and

maintenance including running

upto 1200 km in a month. The

vehicle shall run on pucca, kutcha

road and along the track. The

contractor shall arrange road

permit for vehicles for all the

States of operation, as per

instructions of Engineer-in-charge

and vehicle shall not be more than

three years old.

Extra over item no. USSOR-2010:

021430 for every additional km or

part thereof over 1200 km in a

Providing hand packed dry flat

brick flooring, class designation

7.5 (FPS Bricks), excluding

pointing with joints filled with sand

over a bed of dry sand (ordinary)of

average thickness 25 mm

including ramming sub grade : Flat

Installation of Sheet Piles including

all types of taxes, all activities of

mobilization of equipment,

manpower, consumable,

demobilization, welding of sheet

piles, all other auxiliary processes

to facilitate sheet pile driving as

per the direction of Engineer in

charge. Welding at site should be

done by RDSO approved welders

Withdrawal of sheet pile from

earth by dry vibro hammer

including all types of taxes, all

activities of mobilisation of

equipment, manpower,

consumables, demobilisation,

cutting of sheet piles, all other

auxiliary processes to facilitate

sheet pile removing as per

direction of engineer in charge.

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and laying Jute Geo-

Textile (JGT) in slopes of Railway

embankment in accordance with

RDSOs guidelines for application

of Jute Geotextile in Railway

embankments and hill slopes no.

RDSO/2007/GE:G-0008 or its

subsequent versions, including

incidental earthwork and fixing

arrangements.: With GJ - Type 1

Supplying and spreading

unscreened shingle locally

available granular material of

approved quality to be used in

making new banks of more than

6m height, 30cm thick layers at

every 3m height interval with

compaction as per direction of

Engineer with contractors own

labour, materials, equipment,

transport, machinery etc. with all

lead, lift and descent and inclusive

of taxes, monopoly, royalty &

octroi etc complete in all respect

as per railways standard

specifications. Payment for

mechanical compaction will be

made separately (No deduction in

quantity shall be made on account

Supplying and installation of

commissioning of package type

iron removal plant with allied

works of 5000 gallons per hour

capacity at railway station along

with all related civil, mechanical

works, operation, upkeep and

maintainence or whole plant for

one year after commissioning at

Contractor's own cost,

construction of semi pucca room,

back wash arrangement, dosing

arrangements of different

chemicals and supply of all

materials required for up keep

and maintainence like oxidizing

media, filter media, sand filter

gravel, strainers and others spares

required etc. as per drawing and

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and fixing factory made

uPVC white colour sliding glazed

window above 1.50 m in height

dimension comprising of uPVC

multi-chambered frame with in-

built roller track and sash

extruded profiles duly reinforced

with 1.60 ± 0.2 mm thick

galvanized mild steel section

made from roll forming process of

required length (shape & size

according to uPVC profile),

appropriate dimension of uPVC

extruded glazing beads, uPVC

extruded interlocks and uPVC

extruded Inline sash adaptor (if

required), EPDM gasket, wool pile,

zinc alloy (white powder coated)

handle on one side of extreme

panel along with zinc plated mild

steel multi point locking having

transmission gear with keeps, zinc

alloy (white powder coated) touch

lock with hook (if required for wire

mesh panel), stainless steel (SS

304 grade) body with adjustable

double nylon rollers (weight

bearing capacity to be 120 kg), G.I

fasteners 100 x 8 mm size for

fixing frame to finished wall and

necessary stainless steel screws

etc. Profile of frame & sash shall

be mitred cut and fusion welded

at all corners, including drilling of

holes for fixing hardware's and

drainage of water etc. After fixing

frame the gap between frame and

adjacent finished wall shall be

filled with weather proof silicon

sealent over backer rod of

required size and of approved

quality, all complete as per

approved drawing & direction of

Engineer-in-Charge. (Single /

double glass panes, wire mesh

and silicon sealent shall be paid

separately). Variation in profile

dimension in higher side shall be

accepted but no extra payment on

this account shall be made. Note:

For uPVC frame and sash extruded

profiles minus 5% tolerance in

dimension i.e. in depth & width of

profile shall be acceptable. :Two

track two panels sliding window

made of (big series) frame 67 x 50

mm & sash 46 x 62 mm both

having wall thickness of 2.3 ± 0.2

mm and single glazing bead /

double glazing bead of

appropriate dimension. (Area of

window above 2.50 sqm upto 4.00

NFR-CONST HQ-ENGINEERING/N F RLY CONSTRUCTION

Providing and fixing factory made

uPVC white colour sliding glazed

door comprising of uPVC multi-

chambered frame with in-built

roller track and sash extruded

profiles duly reinforced with 1.60

± 0.2 mm thick galvanized mild

steel section made from roll

forming process of required length

(shape & size according to uPVC

profile), appropriate dimension

uPVC extruded glazing beads,

uPVC extruded interlock and uPVC

extruded Inline sash adaptor (if

required), EPDM gasket, wool pile,

zinc alloy (white powder coated)

handle with key on one side of

extreme panels along with zinc

plated mild steel multi point

locking having transmission gear

with keeps, zinc alloy (white

powder coated) cresent lock (if

required), stainless steel (SS 304

grade) body with adjustable

double nylon rollers (weight

bearing capacity to be 120 kg), G.I

fasteners 100 x 8 mm size for

fixing frame to finished wall and

necessary stainless steel screws

etc. Profile of frame & sash shall

be mitred cut and fusion welded

at all corners, including drilling of

holes for fixing hardware's and

drainage of water etc. After fixing

frame the gap between frame and

adjacent finished wall shall be

filled with weather proof silicon

sealent over backer rod of

required size and of approved

quality, all complete as per

approved drawing & direction of

Engineer-in-Charge. (Single /

double glass panes, wire mesh

and silicon sealent shall be paid

separately). Variation in profile

dimension in higher side shall be

accepted but no extra payment on

this account shall be made. Note:

For uPVC frame and sash extruded

profiles minus 5% tolerance in

dimension i.e. in depth & width of

profile shall be acceptable. : Two

track two panels sliding door

made of (big series) frame 67 x 50

mm & sash 46 x 82 mm both

having wall thickness of 2.3 ± 0.2

mm and single glazing bead /

double glazing bead of

appropriate dimension. (Area of

door above 2.00 sqm upto 5.00