Katihar Division - Provision of track machine siding and facilities 10 Nos. under the jurisdiction of Sr. DEN/II/KIR.

Item- 2 Execution of item of works as per Annexure - II

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

Loading of 52kg / 60kg PSC normal line

and special sleepers up to 2.75 metre

length in Depot / Station / Mid-section

between stations in a neat manner to

departmental material train (DMT) or

contractor's / Railway's Truck/Trailer with

crane or any other means including

crossing of one track with free lead up to

250 metre and lift up to 5 metre, if

required with contractor's labour, tools &

plants, machinery, consumables etc.

Note: In case of any damage to sleeper

during loading, penalty @ 50% of the all

inclusive cost of sleeper shall be levied.

1 172014 I n Wagon where mechanical handling is MT 3248.00 138.10 448548.80

possible and traffic block is not required

or in Truck / trailer

KATIHAR DIVISION-ENGINEERING/N F RLY

Loading, leading and unloading of PSC

Sleepers of 52Kg / 60Kg by Railway's Rail

Dolly/ Dip Lorry to the nominated location

under traffic in case road carriage is not

possible for different leads and lift up to 5

Transportation of Rails, sleepers,

switches, crossings, SEJs and Glued Joints

by road vehicles for different leads. Note:

1 . Lead shall be the shortest motorable

road length between the points of loading

and unloading. 2. Loading and unloading

shall be paid extra under relevant items.

Schedule Schedule C- Execution of item of works as per Annexure - III (DSR items, Building works)

Item- 3 Execution of item of works as per Annexure - III

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

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator) / manual

means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm

2.8 on plan), including dressing of sides and

ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil

and disposal of surplus excavated soil as

directed, within a lead of 50 m.

2.25A Excavating, supplying and filling of local cum 1440 368.65 530856

earth (including royalty) by mechanical

transport upto a lead of 5km also

2 including ramming and watering of the

earth in layers not exceeding 20 cm in

trenches, plinth, sides of foundation etc.

2.27 Supplying and filling in plinth with sand cum 2439 2161.2 5271166.8

under floors, including watering,

ramming, consolidating and dressing

Surface dressing of the ground including

removing vegetation and in-equalities not

2.28 exceeding 15 cm deep and disposal of

rubbish, lead up to 50 m and lift up to 1.5

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work

up to plinth level :

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

derived from natural 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 :

7 4.3.1 Foundations, footings, bases for columns Sqm 770 307.95 237121.5

KATIHAR DIVISION-ENGINEERING/N F RLY

4.14S MISCELLANEOUS

4.17 Making plinth protection 50mm thick of Sqm 840 681.65 572586

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

8 sources) over 75mm 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 REINFORCED 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 plinth level :

(zone-III) 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, columns, pillars, piers,

abutments, posts and struts etc. above

plinth level up to floor five level,

excluding cost of centering, shuttering,

finishing and reinforcement :

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

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 530 307.95 163213.5

etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, Sqm 2880 766.55 2207664

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 12510 608.35 7610458.5

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 2120 804.25 1705010

5.9.19 Weather shade, Chajjas, corbels etc., Sqm 720 814.95 586764

including edges

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all

complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of Kg 148500 89.65 13313025

grade Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all

complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of Kg 54000 89.65 4841100

grade Fe-500D or more.

5.33S DESIGN MIX CONCRETE

KATIHAR DIVISION-ENGINEERING/N F 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 c e m e n t , admixtures in

recommended proportions as per IS:

9103 to accelerate / retard setting of

concrete, to improve durability and

workability without impairing strength;

including pumping of concrete to site of

5.33 laying, curing, carriage for all leads; but

excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge;

for the following grades of concrete. Note:

Extra cement up to 10% of the minimum

specified cement content in design mix

shall be payable separately. In case the

cement content in design mix is more

than 1.10 times of the specified minimum

cement content, the contractor shall have

discretion to either re-design the mix or

bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 600 8683.8 5210280

cement content of 330 kg /cum

All works above plinth level upto floor V

5.33.2.1 Concrete of M25 grade with minimum cum 660 10306.2 6802092

cement content of 330 kg /cum

6.0 MASONRY WORK

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

6.1 (non modular) bricks of class designation

7.5 in foundation and plinth in:

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

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic Sqm 1490 1063.45 1584540.5

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

22 Engineer-in-Charge, in skirting, risers of

steps and dados, over 12 mm thick bed

of cement mortar 1:3 (1 cement : 3

coarse sand) and jointing with grey

cement slurry @ 3.3kg per sqm, including

pointing in white cement mixed with

pigment of matching shade complete.

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

KATIHAR DIVISION-ENGINEERING/N F RLY

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 separately).

Providing and fixing panelled or panelled

and glazed shutters for doors, windows

and clerestory windows, fixing with butt

hinges of required size with necessary

9.5 screws, excluding panelling which will be

paid for separately, all complete as per

direction of Engineer-in-charge. (Note:-

Butt hinges and necessary screws shall be

paid separately)

Kiln seasoned and chemically treated

Providing and fixing panelling or panelling

and glazing in panelled or panelled and

glazed shutters for doors, windows and

clerestory windows (Area of opening for

panel inserts excluding portion inside

grooves or rebates to be measured).

Panelling for panelled or panelled and

glazed shutters 25 mm to 40 mm thick :

9.7.2 Kiln seasoned and chemically treated Sqm 240 2039.8 489552

Providing and fixing 25 mm thick shutters

for cup board etc. :

9.16.1 Panelled or panelled & glazed shutters :

9.16.1.2 Second class teak wood including ISI Sqm 250 4061.2 1015300

26 marked nickel plated bright finished M.S.

piano hinges with necessary screws

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

27 Stainless Steel butt hinges with necessary

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 :

9.27.2 30 mm thick shutters

with ISI marked M.S. pressed butt hinges

bright finished of required size

9.27.2.1.2 Kiln seasoned and chemically treated Sqm 168 2834.6 476212.8

9.40S MISCELLANEOUS-WOOD WORK

KATIHAR DIVISION-ENGINEERING/N F RLY

mm wide pelmet of flat pressed 3 layer or

graded wood particle board medium

density grade I, 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 chromium plated brass

brackets fixed with C.P. brass screws and

PVC sleeves etc., wherever necessary

Providing and fixing M.S. grills of required

pattern in frames of windows etc. with

9.48 M.S. flats, square or round bars etc.

including priming coat with approved

steel primer all complete.

9.48.2 Fixed to openings /wooden frames with Kg 9000 197.7 1779300

rawl plugs screws etc.

9.55S BRIGHT FINISHED M.S. FITTINGS

Providing and fixing ISI marked IS : 1341

9.55 M.S. pressed butt hinges bright finished

with necessary screws etc. complete :

COPER OXIDISED MILD STEEL FITTINGS

(COPPER OXIDISED AS PER IS: 1378)

Providing and fixing ISI marked oxidised

M.S. sliding door bolts with nuts and

screws etc. complete : (copper oxidized

as per IS: 1378)

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium tower

bolts, ISI marked, anodised (anodic

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

transparent or dyed to required colour or

shade, with necessary screws etc.

Providing and fixing aluminium hanging

floor door stopper, ISI marked, anodised

(anodic coating 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

KATIHAR DIVISION-ENGINEERING/N F RLY

9.119 Providing and fixing factory made P.V.C. Metre 300 408.25 122475

door frame of size 50x47 mm with awall

thickness of 5 mm, made out of extruded

5mm 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

39 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-

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,

paneling 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 & drawing.

9.120.2 30 mm thick pre laminated PVC door Sqm 300 2455.1 736530

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or Kg 2750 111.95 307862.5

welded in built up sections, trusses and

framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all

10.3 Providing and fixing in position collapsible Sqm 150 9397.35 1409602.5

steel shutters with vertical channels

20x10x2 mm and braced with flat iron

diagonals 20x5 mm size, with top and

42 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.

KATIHAR DIVISION-ENGINEERING/N F RLY

Steel work in built up tubular (round,

square or rectangular hollow tubes etc.)

trusses etc., including cutting, hoisting,

10.16 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 Each 120 185.95 22314

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 complete.

10.20 Providing and fixing bolts including nuts Kg 1400 140.15 196210

and washers complete.

11.0 FLOORING

Brick on edge flooring with bricks of class

designation 7.5 on a bed of 12 mm

11.1 cement mortar, including filling the joints

with same mortar, 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 floating coat of

neat cement, including cement slurry, but

excluding the cost of nosing of steps etc.

stone aggregate

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

11.26 pigment to match the shade of the slab,

including rubbing and polishing complete

with base of cement mortar 1 : 4 (1

cement : 4 coarse sand) :

11.41S VITRIFIED FLOOR TILES

Providing and laying vitrified floor tiles in

different sizes (thickness to be specified

by the manufacturer) with water

absorption less than 0.08% and

conforming to IS: 15622, of approved

11.41 make, in all colours and shades, laid on

20mm thick cement mortar 1:4 (1 cement

: 4 coarse sand), jointing with grey

cement slurry @ 3.3 kg/ sqm including

grouting the joints with white cement and

matching pigments etc., complete.

KATIHAR DIVISION-ENGINEERING/N F 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)

11.41A 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 easily.

Glazed Vitrified tiles Matt/Antiskid finish

Providing and laying flamed finish 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 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-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Sqm 180 2589.9 466182

51 Cherry Red, Elite Brown, Cat Eye or

12.0 ROOFING

Providing, fixing and embedding sand

cast iron accessories for rain water pipes

in the masonry surrounded with 12 mm

thick cement mortar of the same mix, as

that of masonry (lead caulking will be

paid for separately):

Providing and fixing on wall face

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A,

12.41 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

12.42 rain water pipes conforming to IS : 13592

Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm

gap for thermal expansion.

12.42.5 Bend 87.5 degrees

12.42.6 Shoe (Plain)

KATIHAR DIVISION-ENGINEERING/N F RLY

Providing and fixing unplasticised -PVC

pipe clips of approved design to

unplasticised - PVC rain water pipes by

means of 50x50x50 mm hard wood

12.43 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.

12.50 Providing and fixing precoated galvanised Sqm 750 671.55 503662.5

iron profile sheets (size, shape and pitch

of corrugation as approved by Engineer-

in-charge) 0.50 mm (+ 0.05 %) total

coated thickness with zinc coating 120

grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on

both side of the sheet and polyester top

coat 15-18 microns. Sheet should have

protective guard film of 25 microns

56 minimum to avoid scratches during

transportation and should be supplied in

single length upto 12 metre or as desired

by Engineer-in-charge. The sheet shall be

fixed using self drilling /self tapping

screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in

horizontal/ vertical or curved surfaces,

excluding the cost of purlins, rafters and

trusses and including cutting to size and

shape wherever required.

Providing and fixing precoated galvanised

steel sheet roofing accessories 0.50 mm

(+0.05 %) total coated thickness, Zinc

coating 120 grams per sqm as per IS:

12.51 277, 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

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side

of single or half brick wall of mix :

13.16S 6MM CEMENT PLASTER

13.16 6 mm cement plaster of mix :

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris Sqm 8400 214.3 1800120

putty of 2 mm thickness over plastered

surface to prepare the surface even and

smooth complete.

Distempering with oil bound washable

13.41 distemper of approved brand and

manufacture to give an even shade :

13.41.1 New work (two or more coats) over and Sqm 8400 162.55 1365420

64 including water thinnable priming coat

with cement primer

13.44S EXTERIOR FINISHING

KATIHAR DIVISION-ENGINEERING/N F RLY

Finishing walls with Acrylic Smooth

exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ Sqm 3600 166.85 600660

1.67 ltr/10 sqm over and including

priming coat of exterior primer applied @

2.20 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 Multi Sqm 1440 144.9 208656

Surface Paint of required shade. Two or

more coat applied @ 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 Multi Sqm 900 140.05 126045

Surface Paint to give an even shade. Two

or more coat applied @ 0.90 ltr/10 sqm

over an under coat of primer applied @

0.80 ltr/10 sqm of approved brand and

13.50 Applying priming coat:

13.50.1 With ready mixed pink or Grey primer of Sqm 1440 61.45 88488

68 approved brand and manufacture on

wood work (hard and soft wood)

13.50.3 With ready mixed red oxide zinc Sqm 600 55.5 33300

chromate primer of approved brand and

manufacture on steel galvanised iron/

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give

an even shade :

17.0 SANITARY INSTALLATIONS

Providing and fixing water closet

squatting pan (Indian type W.C. pan )

with 100 mm sand cast Iron P or S trap,

10 litre low level white P.V.C. flushing

cistern, including flush pipe, with

manually controlled device (handle lever)

conforming to IS : 7231, with all fittings

and fixtures complete, including cutting

and making good the walls and floors

wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. Each 10 5781.35 57813.5

71 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 required :

17.2.1 W.C. pan with ISI marked white solid Each 20 5540.55 110811

plastic seat and lid

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 require:

KATIHAR DIVISION-ENGINEERING/N F RLY

17.7.3 White Vitreous China Wash basin size Each 40 2040.85 81634

73 550x400 mm with a pair of 15 mm C.P.

brass pillar taps

Providing and fixing Stainless Steel A ISI

304 (18/8) kitchen sink as per IS:13983

with C.I. brackets 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

17.22B Providing and fixing CP Brass Single lever Each 12 6119.15 73429.8

telephonic wall mixer of quality & make

as approved by Engineer in charge. (a) 15

Providing and fixing P.V.C. waste pipe for

17.28 sink or wash basin including P.V.C. waste

fittings complete.

17.28.1 Semi rigid pipe

beveled edge mirror of superior glass (of

approved quality) complete with 6 mm

thick hard board ground fixed to wooden

cleats with C.P. brass screws and washers

shelf with edges round off, supported on

anodised 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

17.35.2 75 mm diameter :

Providing and fixing bend of required

degree with access door, insertion rubber

washer 3 mm thick, bolts and nuts

Providing and fixing PTMT towel rail

complete with brackets fixed to wooden

17.73 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 Each 40 600.35 24014

of 645 mm, width 78 mm and effective

height of 88 mm, weighing not less than

17.74 Providing and fixing PTMT shelf 440 mm Each 30 607.05 18211.5

long, 124 mm width and 36 mm height of

approved quality and colour, weighing not

less than 300 gms.

18.0 WATER SUPPLY

18.4S PP-R PIPES

KATIHAR DIVISION-ENGINEERING/N F RLY

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

18.4 supply, including all PP - R plain & brass

threaded polypropylene random fittings,

i/c 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 polypropylene random fittings,

i/c 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 Engineer-in-Charge. -

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 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. -External work

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality

(screwed end) :

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure,

with plastic floats complete :

Providing and fixing gun metal non-

18.19 return valve of approved quality (screwed

18.19.1 25 mm nominal bore

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all Litre 50000 9.7 485000

floor levels) polyethylene water storage

tank, IS : 12701 marked, with cover and

95 suitable locking arrangement and making

necessary holes for inlet, outlet and

overflow pipes but without fittings and

the base support for tank.

KATIHAR DIVISION-ENGINEERING/N F RLY

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass bib cock of

approved quality conforming to IS:8931 :

Providing and fixing C.P. brass long nose

bib cock of approved quality conforming

to IS standards and weighing not less

Providing and fixing C.P. brass stop cock

18.52 (concealed) of standard design and of

approved make conforming to IS:8931.

18.59S AIR VALVE & WATER METER (BULK TYPE)

18.65 Providing and fixing PTMT soap Dish Each 50 96.75 4837.5

Holder having length of 138mm, breadth

99 102mm, height of 75mm with concealed

fitting arrangements, weighing not less

21.0 ALUMINIUM WORK

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 /

paneling, C.P. brass / stainless steel

screws, all complete as per architectural

drawings and the directions of Engineer-

in-charge. (Glazing, paneling and dash

fasteners to be paid for separately) :

For shutters of doors, windows &

ventilators including providing and fixing

hinges/ pivots and making provision for

21.1.2 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 shade

according to IS: 1868, Minimum anodic

coating of grade AC 15)

Providing and fixing glazing in aluminium

door, window, ventilator shutters and

partitions etc. with EPDM rubber /

neoprene gasket etc. complete as per the

architectural drawings and the directions

of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in

21.3.2 With float glass panes of 5 mm thickness Sqm 50 1325.55 66277.5

(weight not less than 12.50 kg/sqm)

22.0 WATER PROOFING

Grading roof for water proofing treatment

102 coarse sand : 4 graded stone aggregate

20mm nominal size)

KATIHAR DIVISION-ENGINEERING/N F RLY

23.0 RAIN WATER HARVESTING & TUBEWELLS

Boring/drilling bore well of required dia

for casing/ strainer pipe, by suitable

method prescribed in IS: 2800 (part I),

including collecting samples from

different strata, preparing and submitting

23.1 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

23.1.1 All types of soil

Boring/drilling bore well of required dia

for casing/ strainer pipe, by suitable

method prescribed in IS: 2800 (part I),

including collecting samples from

different strata, preparing and submitting

23.2 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, beyond 90 metre & upto 150

metre depth below ground level.

23.2.1 All types of soil

23.8 Gravel packing in tubewell construction in cum 100 1479.25 147925

accordance with IS: 4097, including

providing gravel fine/ medium/ coarse, in

required grading & sizes as per actual

requirement, all complete as per direction

of Engineer-in-charge.

Supplying, assembling, lowering and

fixing in vertical position in bore well,

ERW (Electric Resistance Welded) FE 410

mild steel screwed and socketed/plain

ended casing pipes of required dia,

conforming to IS: 4270, of reputed &

23.10 approved make, including painted with

outside surface with two coats of

anticorrosive paint of approved brand and

manufacture, including required hire &

labour charges, fittings & accessories, all

complete, for all depths, as per direction

of Engineer-in-charge.

minimum wall thickness 5.00 mm

Supplying, assembling, lowering and

fixing in vertical position in bore well,

ERW (Electric Resistance Welded) FE 410

plain slotted (having slot of size 1.6/3.2

mm) mild steel threaded and socketed/

plain bevel ended pipe (type A) of

required dia, conforming to IS: 8110, of

reputed and approved make, having wall

thickness not less than 5.40 mm,

including painted with outside surface

with two coats of anticorrosive bitumestic

paint of approved brand and

manufacture, including hire & labour

charges, fittings & accessories, all

complete, for all depths, as per direction

of Engineer -in-charge.

KATIHAR DIVISION-ENGINEERING/N F RLY

23.12 Development of tube well in accordance Hour 360 916.8 330048

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"

108 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, i/c 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

23.13 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

23.14 pipe of tubewell as per IS: 2800 (part I),

including necessary bolts & nuts of

required size complete.

Providing and fixing Bail plug/ Bottom

plug of required dia to the bottom of pipe

assembly of tubewell as per IS:2800 (part

Schedule Schedule D-Execution of item of works as per Annexure - IV (NS items)

Item- 4 Execution of item of works as per Annexure - IV

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

150metre depth by Contractors own

labour, tools & plants, macchinery

including supply of pipes for required

depth for strata and yeild of deep

2 2 Electrical logging a pilot bore hole to Each 10.00 6853.45 68534.50

asses the ground water potentiality of the

aluvial formation with conductivity test.

3 3 Placing of precest RCC post i.e released Each 11600.00 52.51 609116.00

PSC sleeper for paving of goods

circulating area, Pathway, placement on

drain, including joint filing with loose sand

the rate inlcudes all labour, materials,

tools & plants etc. complete in all respect

as per direction of the engineer incharge

or his authorised representative at site.

Item Breakup - A- Execution of item of works as per Annexure - I (USSOR items, Site preparation)

Preparation E m b a n k m e n t by clearing, grubbing, Sqm stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density a n d dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines.

Using Soil Class SQ2 Total 7957700.64 Schedule B-Execution of item of works as per Annexure - I (USSOR items, Carriage of material for