1)Nandgaon:- Proposed construction of 16 units RB-II D/S and 8 Units RB-III D/S staff quarters at NGN Station on replacement account in lieu of old Non-standard staff quarters J/104-128 at NGN station. (Total 16 units RB-II- & 8-Units RB-III), under PH-51 (DRF), PB Item No. 1141/NR/2022-23, Replacement of Old/Dilapidated Quarters. (Project ID-01.01.51.24.3.50.002) 2)Shirud:-Proposed construction of new staff quarters at Shirud station under ADEN CSN Jurisdiction. (1 units RB-II- and 1-units RB-III staff quarters). Project ID 01.01.51.24.3.50.004.

1A-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8

1B-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8

1C-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8

1D-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and

2A-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8

2B-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8

2C-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8

2D-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and

2E-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8

3A-2) Shirud -Proposed construction of new staff quarters at

3B-2) Shirud -Proposed construction of new staff quarters at

128 at NGN station. (Total 16 units RB-II & 8 Units RB-III), under PH-51 (DRF), PB Item No.

1141/NR/2022-23, Replacement of Old/Dilapidated Quarters.

Item- 1 Part 1 -4 unit RB-III (DSR-23 items)

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

2.0 EARTH WORK

2.1S General

Earth work in surface excavation not exceeding

30 cm in depth but exceeding 1.5 m in width as

well as 10 sqm on plan including getting out

and disposal of excavated earth upto 50 m and

lift upto 1.5 m, as directed by Engineer-in-

2.25 Filling available excavated earth (excluding cum 250 196 49000

rock) in trenches, plinth, sides of foundations

2 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 50 and for all lift.

2.31 Clearing jungle including uprooting of rank Sqm 250 17.6 4400

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and removal

of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

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

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size derived

from natural sources)

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 100 392.15 39215

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 200 927.25 185450

and access platform

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

5.9.5 Lintels, beams, plinth beams, girders, Sqm 180 736.4 132552

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 400 961.3 384520

5.9.16 Edges of slabs and breaks in floors and walls

5.9.19 Weather shade, Chajjas, corbels etc., including Sqm 10 951.1 9511

Extra for additional height in centering,

shuttering where ever required with adequate

bracing, propping etc., including cost of de-

5.11 shuttering and decentering at all levels, over a

height of 3.5 m, for every additional height of 1

metre or part thereof (Plan area to be

5.11.1 Suspended floors, roofs, landing, beams and Sqm 100 384.3 38430

balconies (Plan area to be measured)

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 15000 107.85 1617750

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 15000 107.85 1617750

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

5.33 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

5.33.1.1 Concrete of M25 grade with minimum cement cum 240 9504.75 2281140

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 150 9860.4 1479060

content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 100 733.5 73350

18 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

6.1S General

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

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

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

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

Raj Nagar Plain white marble/ Udaipur green

marble/ Zebra black marble

Granite stone slab colour black, Cherry/Ruby

Granite stone slab all colour and texture except

black, Cherry/Ruby red

Providing edge moulding to 18 mm thick

marble stone counters, Vanities etc., including

8.3 machine polishing to edge to give high gloss

finish etc. complete as per design approved by

Engineer-in-Charge.

8.20S STONE WORK DRY CLADDING

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

wall tiles conforming to IS: 15622 (thickness to

be specified by the manufacturer), of approved

make, in all colours, shades except burgundy,

bottle green, black of any size as approved by

27 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

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

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

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

Providing and fixing fly proof galvanized M.S.

wire gauge to windows and clerestory windows

9.51 using wire gauge with average width of

aperture 1.4 mm in both directions with wire of

dia 0.63 mm all complete.

COPER OXIDISED MILD STEEL FITTINGS

(COPPER OXIDISED AS PER IS: 1378)

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and fixing ISI marked oxidised M.S.

9.62 sliding door bolts with nuts and screws etc.

complete (Copper oxidised as per IS 1378)

Providing and fixing ISI marked oxidised M.S.

tower bolt black finish, (Barrel type) with

necessary screws etc. complete (Copper

oxidised as per IS 1378)

Providing and fixing ISI marked oxidised M.S.

handles conforming to IS:4992 with necessary

screws etc. complete (Copper oxidised as per IS

9.105S GYPSUM BOARD PARTITIONS

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

9.120 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 & drawing.

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed Kg 2000 117.35 234700

with or without connecting plate, including

34 cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer all

10.3 Providing and fixing in position collapsible steel Sqm 20 11439.6 228792

shutters with vertical channels 20x10x2 mm

and braced with flat iron diagonals 20x5 mm

size, with top and 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.

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel

etc. as required.

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 2000 172.6 345200

brackets, gates and similar works

10.28 Providing and fixing stainless steel ( Grade 304) Kg 220 772.4 169928

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

37 accessories & stainless steel dash fasteners ,

stainless steel bolts etc., of required size, on

the top of the floor or the side of waist slab with

suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose only

weight of stainless steel members shall be

considered excluding fixing accessories such as

nuts, bolts, fasteners etc.).

11.0 FLOORING

11.26S 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 match the

shade of the slab, including rubbing and

polishing complete with base of cement mortar

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

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 150 1096.55 164482.5

of size 300x300 mm (thickness to be specified

by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such

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

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

Coarse sand), Jointing with grey cement slurry

@ 3.3 kg/sqm including pointing the joints with

white cement and matching pigment etc.,

11.41S VITRIFIED FLOOR TILES

Providing and laying vitrified floor tiles in

different sizes (thickness to be specified by the

manufacturer) with water absorption less than

0.08% and conforming to IS: 15622, of

approved make, in all colours and shades, laid

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

4 coarse sand), jointing with grey cement slurry

@ 3.3 kg/ sqm including grouting the joints with

white cement and matching pigments etc.,

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of paris putty of Sqm 1200 262.7 315240

2 mm thickness over plastered surface to

prepare the surface even and smooth

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 1200 193.7 232440

44 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 1200 170.7 204840

Paint to give an even shade. Two or more coat

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

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.

16.49S MISCELLANEOUS

Providing and fixing G.I. chain link fabric

fencing of required width in mesh size 50x50

mm including strengthening with 2 mm dia wire

or nuts, bolts and washers as required

complete as per the direction of Engineer-in-

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing water closet squatting pan

(Indian type W.C. pan ) with 100 mm sand cast

Iron P or S trap, 10 litre low level white P.V.C.

flushing cistern, including flush pipe, with

manually controlled device (handle lever)

conforming to IS : 7231,with all fittings and

fixtures complete, including cutting and making

good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 20 6767.4 135348

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 plastic Each 20 6515.55 130311

Providing and fixing wash basin with C.I.

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

17.7 C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:

17.7.1 White Vitreous China Wash basin size 630x450 Each 12 2648.85 31786.2

mm with a pair of 15 mm C.P. brass pillar taps

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, and all CPVC plain

& brass threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints

complete as per direction of Engineer in

Charge. ( Internal work - Exposed on wall )

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC

plain & brass threaded 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

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Per 4000 11 44000

levels) polyethylene water storage tank, IS : Litre

12701 marked, with cover and suitable locking

arrangement and making necessary holes for

inlet, outlet and overflow pipes but without

fittings and the base support for tank.

18.54S PTMT FITTINGS

Providing and fixing PTMT bib cock of approved

quality and colour.

18.54.1 15 mm nominal bore, 86 mm long, weighing Each 40 125.6 5024

not less than 88 gms

Providing and fixing PTMT stop cock of

approved quality and colour.

18.55.1 15 mm nominal bore, 86 mm long, weighing Each 30 118.5 3555

not less than 88 gms

20.0 PILE WORK

20.1S General

Providing, driving with hydraulic piling rigs with

power units and installing driven cast-in-situ

reinforced cement concrete piles of grade M-25

of specified diameter and length below the pile

cap, to carry safe working load not less than

20.1 specified, excluding the cost of steel

reinforcement but including the cost of shoe

and the length of pile to be embedded in the

pile cap etc. all complete. (Length of pile for

payment shall be measured from top of shoe to

the bottom of pile cap) :

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

21.1 required EPDM rubber/ neoprene gasket etc.

Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically

wherever required including cleat angle,

Aluminium snap beading for glazing / panelling,

C.P. brass / stainless steel screws, all complete

as per architectural drawings and the directions

of Engineer-in-charge. (Glazing, panelling and

dash fasteners to be paid for separately) :

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots

and making provision for fixing of fittings

wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings

shall be paid for separately)

21.1.2.2 Powder coated aluminium (minimum thickness Kg 80 634.45 50756

of powder coating 50 micron)

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc.

with EPDM rubber / neoprene gasket etc.

21.3 complete as per the architectural drawings and

the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic

21.3.2 With float glass panes of 5 mm thickness Sqm 20 1505.25 30105

(weight not less than 12.50 kg/sqm)

26.0 NEW TECHNOLOGIES AND MATERIALS

26.73S PREFAB/PRECAST TECHNOLOGY

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite) solid

door/window/Ceosetory windows & other

Frames/Chowkhat comprising of virgin PVC

polymer of K value 58-60 (Suspension Grade),

calcium carbonate and natural fibers (wood

powder/ rice husk/ wheat husk) and non toxic

additives (maximum toxicity index of 12 for

100 gms) fabricated with miter joints after

applying PVC solvent cement and screwed with

full body threaded star headed SS screws

26.86 having minimum frame density of 750 kg/cum,

screw withdrawal strength of 2200 N (Face) &

1100 N (Edge), minimum compressive strength

of 58 N/mm2, modulus of elasticity 900 N/mm2

and resistance to spread of flame of Class A

category with property of being termite/borer

proof, water/moisture proof and fire retardant

and fixed in position with M.S hold fast/lugs/SS

dash fasteners of required dia and length

complete as per direction of Engineer-In-

Charge. (M.S hold fast/lugs or SS dash

fasteners shall be paid for separately).

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite) solid

plain flush door shutter of required size

comprising of virgin polymer of K value 58-60

(Suspension Grade), calcium carbonate and

natural fibers (wood powder/ rice husk/wheat

husk) and non toxic additives (maximum

toxicity index of 12 for 100 gms) having

minimum density of 650 kg/cum and screw

26.87 withdrawal strength of 1800 N (Face) & 900 N

(Edge), minimum compressive strength 50

N/mm2, modulus of elasticity 850 N/mm2 and

resistance to spread of flame of Class A

category with property of being termite/borer

proof, water/moisture proof and fire retardant

and fixing with stainless steel butt hinges of

required size with necessary full body threaded

star headed counter sunk S.S screws, all as per

direction of Engineer-In- Charge.

Schedule 1B-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8 Units RB-III D/S staff

quarters at NGN Station on replacement account in lieu of old Non-standard staff quarters J/104-

128 at NGN station. (Total 16 units RB-II & 8 Units RB-III), under PH-51 (DRF), PB Item No.

1141/NR/2022-23, Replacement of Old/Dilapidated Quarters.

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Item- 1 Part 1- 4 unit RB-III (USSOR-2011)

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

1 171522 Drilling of bore well for specified depth in all Metre 75.00 442.63 33197.25

types of soil and rock mechanically with all

contractor's tools, plants, material and labour

up to 75 meters For 200 mm dia

3 171543 Providing supplying, lowering and fixing in bore Metre 25.00 1427.86 35696.50

unperforated MS casing pipe 6 mm thickness

up to specified depth below ground level with

all contractor's tools, plants, material and

labour etc. complete 200 mm internal pipe

Schedule 1C-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8 Units RB-III D/S staff

quarters at NGN Station on replacement account in lieu of old Non-standard staff quarters J/104-

128 at NGN station. (Total 16 units RB-II & 8 Units RB-III), under PH-51 (DRF), PB Item No.

1141/NR/2022-23, Replacement of Old/Dilapidated Quarters.

Item- 1 Part 1- 4 unit RB-III (USSOR-2011)

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

1 098090 Laying 80 mm thick oversized stone ballast 75 Sqm 250.00 129.34 32335.00

mm to 100 mm gauge in soling of floors, hand

packed including hand packing, filling voids

with sand and watering, ramming and leveling

Schedule 1D-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8 Units RB-III D/S staff

quarters at NGN Station on replacement account in lieu of old Non-standard staff quarters J/104-

128 at NGN station. (Total 16 units RB-II & 8 Units RB-III), under PH-51 (DRF), PB Item No.

1141/NR/2022-23, Replacement of Old/Dilapidated Quarters.

Item- 1 Part 1- 4 unit RB-III (USSOR-2011)

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

1 154010 Providing and fixing 110mm dia PVC soil, waste Metre 180.00 274.84 49471.20

and vent pipes including jointing and cost of

spun yarn and sand etc. complete

2 154100 Providing and fixing 110 mm PVC Plain bend of Each 25.00 102.51 2562.75

the required degree with access door inclusive

of 3mm thick bitumastic felt washer, bolts and

nuts, complete, including jointing and cost of

spun yarn and sand etc. complete

3 274061 Providing & fixing PVC Nahani trap 100mm and Each 25.00 436.16 10904.00

with PVC cover including making holes in walls,

beams etc. and fixing with utmost care to avoid

leakage. The rate includes testing the trap &

flow junction joints etc. for water tightness &

making good and finishing the damaged

portion. (a) Nahani Trap 100 mm

Schedule 2A-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8 Units RB-III D/S staff

quarters at NGN Station on replacement account in lieu of old Non-standard staff quarters J/104-

128 at NGN station. (Total 16 units RB-II & 8 Units RB-III), under PH-51 (DRF), PB Item No.

1141/NR/2022-23, Replacement of Old/Dilapidated Quarters.

Item- 1 Part 2- 8 unit RB-II (DSR-23 items)

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

2.0 EARTH WORK

2.1S General

Earth work in surface excavation not exceeding

30 cm in depth but exceeding 1.5 m in width as

well as 10 sqm on plan including getting out

and disposal of excavated earth upto 50 m and

lift upto 1.5 m, as directed by Engineer-in-

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

2.25 Filling available excavated earth (excluding cum 400 196 78400

rock) in trenches, plinth, sides of foundations

2 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 50 and for all lift.

2.31 Clearing jungle including uprooting of rank Sqm 220 17.6 3872

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and removal

of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

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

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size derived

from natural sources)

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 180 392.15 70587

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 250 927.25 231812.5

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 255 736.4 187782

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 800 961.3 769040

5.9.16 Edges of slabs and breaks in floors and walls

5.9.19 Weather shade, Chajjas, corbels etc., including Sqm 12 951.1 11413.2

Extra for additional height in centering,

shuttering where ever required with adequate

bracing, propping etc., including cost of de-

5.11 shuttering and decentering at all levels, over a

height of 3.5 m, for every additional height of 1

metre or part thereof (Plan area to be

5.11.1 Suspended floors, roofs, landing, beams and Sqm 135 384.3 51880.5

balconies (Plan area to be measured)

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 23500 107.85 2534475

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 22500 107.85 2426625

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

5.33 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

5.33.1.1 Concrete of M25 grade with minimum cement cum 280 9504.75 2661330

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 80 9860.4 788832

content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 80 733.5 58680

18 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

6.1S General

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

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

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

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

Raj Nagar Plain white marble/ Udaipur green

marble/ Zebra black marble

Granite stone slab colour black, Cherry/Ruby

Granite stone slab all colour and texture except

black, Cherry/Ruby red

Providing edge moulding to 18 mm thick

marble stone counters, Vanities etc., including

8.3 machine polishing to edge to give high gloss

finish etc. complete as per design approved by

Engineer-in-Charge.

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 420 1267.95 532539

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

27 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

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

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

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

Providing and fixing fly proof galvanized M.S.

wire gauge to windows and clerestory windows

9.51 using wire gauge with average width of

aperture 1.4 mm in both directions with wire of

dia 0.63 mm all complete.

COPER OXIDISED MILD STEEL FITTINGS

(COPPER OXIDISED AS PER IS: 1378)

Providing and fixing ISI marked oxidised M.S.

9.62 sliding door bolts with nuts and screws etc.

complete (Copper oxidised as per IS 1378)

Providing and fixing ISI marked oxidised M.S.

tower bolt black finish, (Barrel type) with

necessary screws etc. complete (Copper

oxidised as per IS 1378)

Providing and fixing ISI marked oxidised M.S.

handles conforming to IS:4992 with necessary

screws etc. complete (Copper oxidised as per IS

9.105S GYPSUM BOARD PARTITIONS

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and fixing factory made panel PVC

door shutter consisting of frame made out of

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

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

& bottom rails. M.S. frame shall have a coat of

steel primers of approved make and

manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30

mm thickness, 70 mm width out of which 50

mm shall be flat and 20 mm shall be tapered in

45 degree angle on both side forming styles

and 5 mm thick, 95 mm wide PVC sheet out of

which 75mm shall be flat and 20 mm shall be

tapered in 45 degree on the inner side to form

top and bottom rail and 115 mm wide PVC

9.120 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 & drawing.

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed Kg 3500 117.35 410725

with or without connecting plate, including

34 cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer all

10.3 Providing and fixing in position collapsible steel Sqm 15 11439.6 171594

shutters with vertical channels 20x10x2 mm

and braced with flat iron diagonals 20x5 mm

size, with top and 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.

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel

etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 3500 172.6 604100

brackets, gates and similar works

10.28 Providing and fixing stainless steel ( Grade 304) Kg 250 772.4 193100

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

37 accessories & stainless steel dash fasteners ,

stainless steel bolts etc., of required size, on

the top of the floor or the side of waist slab with

suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose only

weight of stainless steel members shall be

considered excluding fixing accessories such as

nuts, bolts, fasteners etc.).

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

11.0 FLOORING

11.26S KOTA STONE FLOORING

Kota stone slab flooring over 20 mm (average)

thick base laid over and jointed with grey

cement slurry mixed with pigment to match the

shade of the slab, including rubbing and

polishing complete with base of cement mortar

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

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 250 1096.55 274137.5

of size 300x300 mm (thickness to be specified

by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such

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

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

Coarse sand), Jointing with grey cement slurry

@ 3.3 kg/sqm including pointing the joints with

white cement and matching pigment etc.,

11.41S VITRIFIED FLOOR TILES

Providing and laying vitrified floor tiles in

different sizes (thickness to be specified by the

manufacturer) with water absorption less than

0.08% and conforming to IS: 15622, of

approved make, in all colours and shades, laid

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

4 coarse sand), jointing with grey cement slurry

@ 3.3 kg/ sqm including grouting the joints with

white cement and matching pigments etc.,

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of paris putty of Sqm 2500 262.7 656750

2 mm thickness over plastered surface to

prepare the surface even and smooth

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 2500 193.7 484250

44 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 2500 170.7 426750

Paint to give an even shade. Two or more coat

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

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.

16.42S CONCRETE PAVEMENTS

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

sand : 4 graded stone aggregate 40 mm

nominal size) in pavements, laid to required

slope and camber in panels as required

including consolidation finishing and tamping

16.49S MISCELLANEOUS

Providing and fixing G.I. chain link fabric

fencing of required width in mesh size 50x50

mm including strengthening with 2 mm dia wire

or nuts, bolts and washers as required

complete as per the direction of Engineer-in-

16.75 Providing and laying C.C. pavement of mix M- cum 70 9823.8 687666

25 with ready mixed concrete from batching

plant. The ready mixed concrete shall be laid

and finished with screed board vibrator ,

51 vacuum 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 separately).

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing water closet squatting pan

(Indian type W.C. pan ) with 100 mm sand cast

Iron P or S trap, 10 litre low level white P.V.C.

flushing cistern, including flush pipe, with

manually controlled device (handle lever)

conforming to IS : 7231,with all fittings and

fixtures complete, including cutting and making

good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 22 6767.4 148882.8

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 plastic Each 25 6515.55 162888.75

Providing and fixing wash basin with C.I.

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

17.7 C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:

17.7.1 White Vitreous China Wash basin size 630x450 Each 8 2648.85 21190.8

mm with a pair of 15 mm C.P. brass pillar taps

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, and all CPVC plain

& brass threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints

complete as per direction of Engineer in

Charge. ( Internal work - Exposed on wall )

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC

plain & brass threaded 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

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Per 6500 11 71500

levels) polyethylene water storage tank, IS : Litre

12701 marked, with cover and suitable locking

arrangement and making necessary holes for

inlet, outlet and overflow pipes but without

fittings and the base support for tank.

18.54S PTMT FITTINGS

Providing and fixing PTMT bib cock of approved

quality and colour.

18.54.1 15 mm nominal bore, 86 mm long, weighing Each 35 125.6 4396

not less than 88 gms

Providing and fixing PTMT stop cock of

approved quality and colour.

18.55.1 15 mm nominal bore, 86 mm long, weighing Each 35 118.5 4147.5

not less than 88 gms

20.0 PILE WORK

20.1S General

Providing, driving with hydraulic piling rigs with

power units and installing driven cast-in-situ

reinforced cement concrete piles of grade M-25

of specified diameter and length below the pile

cap, to carry safe working load not less than

20.1 specified, excluding the cost of steel

reinforcement but including the cost of shoe

and the length of pile to be embedded in the

pile cap etc. all complete. (Length of pile for

payment shall be measured from top of shoe to

the bottom of pile cap) :

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

21.1 required EPDM rubber/ neoprene gasket etc.

Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically

wherever required including cleat angle,

Aluminium snap beading for glazing / panelling,

C.P. brass / stainless steel screws, all complete

as per architectural drawings and the directions

of Engineer-in-charge. (Glazing, panelling and

dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness Kg 180 530.9 95562

of powder coating 50 micron)

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots

and making provision for fixing of fittings

wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings

shall be paid for separately)

21.1.2.2 Powder coated aluminium (minimum thickness Kg 80 634.45 50756

of powder coating 50 micron)

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc.

with EPDM rubber / neoprene gasket etc.

21.3 complete as per the architectural drawings and

the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic

21.3.2 With float glass panes of 5 mm thickness Sqm 15 1505.25 22578.75

(weight not less than 12.50 kg/sqm)

22.0 WATER PROOFING

22.1S General

22.6 Providing and laying water proofing treatment Sqm 150 688.9 103335

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.

26.0 NEW TECHNOLOGIES AND MATERIALS

26.73S PREFAB/PRECAST TECHNOLOGY

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite) solid

door/window/Ceosetory windows & other

Frames/Chowkhat comprising of virgin PVC

polymer of K value 58-60 (Suspension Grade),

calcium carbonate and natural fibers (wood

powder/ rice husk/ wheat husk) and non toxic

additives (maximum toxicity index of 12 for

100 gms) fabricated with miter joints after

applying PVC solvent cement and screwed with

full body threaded star headed SS screws

26.86 having minimum frame density of 750 kg/cum,

screw withdrawal strength of 2200 N (Face) &

1100 N (Edge), minimum compressive strength

of 58 N/mm2, modulus of elasticity 900 N/mm2

and resistance to spread of flame of Class A

category with property of being termite/borer

proof, water/moisture proof and fire retardant

and fixed in position with M.S hold fast/lugs/SS

dash fasteners of required dia and length

complete as per direction of Engineer-In-

Charge. (M.S hold fast/lugs or SS dash

fasteners shall be paid for separately).

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite) solid

plain flush door shutter of required size

comprising of virgin polymer of K value 58-60

(Suspension Grade), calcium carbonate and

natural fibers (wood powder/ rice husk/wheat

husk) and non toxic additives (maximum

toxicity index of 12 for 100 gms) having

minimum density of 650 kg/cum and screw

26.87 withdrawal strength of 1800 N (Face) & 900 N

(Edge), minimum compressive strength 50

N/mm2, modulus of elasticity 850 N/mm2 and

resistance to spread of flame of Class A

category with property of being termite/borer

proof, water/moisture proof and fire retardant

and fixing with stainless steel butt hinges of

required size with necessary full body threaded

star headed counter sunk S.S screws, all as per

direction of Engineer-In- Charge.

Schedule 2B-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8 Units RB-III D/S staff

quarters at NGN Station on replacement account in lieu of old Non-standard staff quarters J/104-

128 at NGN station. (Total 16 units RB-II & 8 Units RB-III), under PH-51 (DRF), PB Item No.

1141/NR/2022-23, Replacement of Old/Dilapidated Quarters.

Item- 1 Part 2- 8 unit RB-II(USSOR-2011)

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

1 171522 Drilling of bore well for specified depth in all Metre 75.00 442.63 33197.25

types of soil and rock mechanically with all

contractor's tools, plants, material and labour

up to 75 meters For 200 mm dia

3 171543 Providing supplying, lowering and fixing in bore Metre 25.00 1427.86 35696.50

unperforated MS casing pipe 6 mm thickness

up to specified depth below ground level with

all contractor's tools, plants, material and

labour etc. complete 200 mm internal pipe

Schedule 2C-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8 Units RB-III D/S staff

quarters at NGN Station on replacement account in lieu of old Non-standard staff quarters J/104-

128 at NGN station. (Total 16 units RB-II & 8 Units RB-III), under PH-51 (DRF), PB Item No.

1141/NR/2022-23, Replacement of Old/Dilapidated Quarters.

Item- 1 Part 2- 8 unit RB-II(USSOR-2011)

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

1 098090 Laying 80 mm thick oversized stone ballast 75 Sqm 325.00 129.34 42035.50

mm to 100 mm gauge in soling of floors, hand

packed including hand packing, filling voids

with sand and watering, ramming and leveling

Schedule 2D-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8 Units RB-III D/S staff

quarters at NGN Station on replacement account in lieu of old Non-standard staff quarters J/104-

128 at NGN station. (Total 16 units RB-II & 8 Units RB-III), under PH-51 (DRF), PB Item No.

1141/NR/2022-23, Replacement of Old/Dilapidated Quarters.

Item- 1 Part 2- 8 unit RB-II(USSOR-2011)

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

1 154010 Providing and fixing 110mm dia PVC soil, waste Metre 180.00 274.84 49471.20

and vent pipes including jointing and cost of

spun yarn and sand etc. complete

2 154100 Providing and fixing 110 mm PVC Plain bend of Each 25.00 102.51 2562.75

the required degree with access door inclusive

of 3mm thick bitumastic felt washer, bolts and

nuts, complete, including jointing and cost of

spun yarn and sand etc. complete

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

3 274061 Providing & fixing PVC Nahani trap 100mm and Each 25.00 436.16 10904.00

with PVC cover including making holes in walls,

beams etc. and fixing with utmost care to avoid

leakage. The rate includes testing the trap &

flow junction joints etc. for water tightness &

making good and finishing the damaged

portion.(a) Nahani Trap 100 mm

Schedule 2E-1)Nandgaon: -Proposed construction of 16 units RB-II D/S and 8 Units RB-III D/S staff

quarters at NGN Station on replacement account in lieu of old Non-standard staff quarters J/104-

128 at NGN station. (Total 16 units RB-II & 8 Units RB-III), under PH-51 (DRF), PB Item No.

1141/NR/2022-23, Replacement of Old/Dilapidated Quarters.

Item- 1 Part 2- 8 unit RB-II(NS items)

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

1 NS-01 Preparation of structural drawing Sqm 160.00 250.00 40000.00

Schedule 3A-2) Shirud -Proposed construction of new staff quarters at Shirud station under ADEN

CSN Jurisdiction. (1 units RB-II- and 1-units RB-III staff quarters). Project ID 01.01.51.24.3.50.004.

Item- 1 One Unit RB-III (DSR-23 items)

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding

1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, for

all lift, including getting out the excavated soil

and disposal of surplus excavated soil as

directed, within a lead of 50 m.

2.25 Filling available excavated earth (excluding cum 10 196 1960

rock) in trenches, plinth, sides of foundations

2 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 50 and for all lift.

2.31 Clearing jungle including uprooting of rank Sqm 15 17.6 264

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and removal

of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

2.37 Supply and stacking of Fly ash conforming to cum 10 281.05 2810.5

IRC- 58 at site, including carriage, loading ,

unloading & stacking up to any lead(measured

stacks will be reduced by 20% for payment).

2.38 Filling with available fly ash and earth cum 10 308.2 3082

(excluding rock) in trenches or embankment in

layers (each layer should not exceed 15 cm),

with intermediate layer of compacted earth

(Soil density of 98%) after every four layers of

compacted depth of fly ash, sides & top layer of

filling shall be done with earth having total

minimum compacted thickness 30 cm or as

decided by Engineer -in-charge, including

compacting each layer by rolling/ ramming and

watering, all complete as per drawing and

direction of Engineer -in - charge.

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

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 35 392.15 13725.25

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 2 927.25 1854.5

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 75 736.4 55230

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 53 961.3 50948.9

5.9.7 Stairs, (excluding landings) except spiral- Sqm 5 764.95 3824.75

5.9.19 Weather shade, Chajjas, corbels etc., including Sqm 10 951.1 9511

Extra for additional height in centering,

shuttering where ever required with adequate

bracing, propping etc., including cost of de-

5.11 shuttering and decentering at all levels, over a

height of 3.5 m, for every additional height of 1

metre or part thereof (Plan area to be

5.11.1 Suspended floors, roofs, landing, beams and Sqm 40 384.3 15372

balconies (Plan area to be measured)

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 3000 107.85 323550

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 3017 107.85 325383.45

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

5.33 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

5.33.1.2 Concrete of M30 grade with minimum cement cum 25 9655.7 241392.5

content of 350 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cement cum 30 10011.35 300340.5

content of 350 kg /cum

6.0 MASONRY WORK

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

6.26S EXPOSED BRICK WALL

Brick work with clay flyash F.P.S. (non modular)

6.32 brick of class designation 7.5 in superstructure

above plinth level up to floor five level in :

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

Raj Nagar Plain white marble/ Udaipur green

marble/ Zebra black marble

Granite stone slab colour black, Cherry/Ruby

Providing edge moulding to 18 mm thick

marble stone counters, Vanities etc., including

8.3 machine polishing to edge to give high gloss

finish etc. complete as per design approved by

Engineer-in-Charge.

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 20 1267.95 25359

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

25 Engineer-in-Charge, in skirting, risers of steps

and dados, over 12 mm thick bed of cement

mortar 1:3 (1 cement : 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per

sqm, including pointing in white cement mixed

with pigment of matching shade complete.

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I) non-

decorative type, core of block board

9.21 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 shutters:

9.21.2 30 mm thick including ISI marked Stainless Sqm 5 2172.1 10860.5

Steel butt hinges with necessary screws

Extra for Providing and fixing flush doors with

decorative veneering instead of non decorative

ISI marked flush door shutters conforming to IS:

9.40S MISCELLANEOUS-WOOD WORK

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and fixing M.S. grills of required

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

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

9.48.2 Fixed to openings /wooden frames with rawl Kg 75 238.35 17876.25

plugs screws etc.

9.72S BRASS FITTINGS

Providing and fixing bright finished brass

handles with screws etc. complete:

ANODISED ALUMINIUM FITTINGS (ALL FITTINGS

SHALL BE ISI MARKED)

Providing and fixing aluminium sliding door

bolts, ISI marked anodised (anodic coating not

9.96 less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or

shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts, ISI

marked, anodised (anodic coating not less 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 :

10.0 STEEL WORK

10.1S General

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

11.0 FLOORING

11.37S CERAMIC GLAZED TILES

11.37A Providing and fixing 1st quality ceramic glazed Sqm 8 1112.7 8901.6

floor tiles conforming to IS : 15622 (thickness to

be specified by the manufacturer ) of approved

make in all colours, shades except burgundy,

bottle green, black of any size as approved by

34 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.

11.41S VITRIFIED FLOOR TILES

Providing and laying vitrified floor tiles in

different sizes (thickness to be specified by the

manufacturer) with water absorption less than

0.08% and conforming to IS: 15622, of

approved make, in all colours and shades, laid

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

4 coarse sand), jointing with grey cement slurry

@ 3.3 kg/ sqm including grouting the joints with

white cement and matching pigments etc.,

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of paris putty of Sqm 100 262.7 26270

2 mm thickness over plastered surface to

prepare the surface even and smooth

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 32 170.7 5462.4

Paint to give an even shade. Two or more coat

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

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

16.0 ROAD WORK

16.49S MISCELLANEOUS

75 mm thick back filling for pitching including

16.74 supplying of required materials and

consolidation etc. complete with :

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing water closet squatting pan

(Indian type W.C. pan ) with 100 mm sand cast

Iron P or S trap, 10 litre low level white P.V.C.

flushing cistern, including flush pipe, with

manually controlled device (handle lever)

conforming to IS : 7231,with all fittings and

fixtures complete, including cutting and making

good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 2 6767.4 13534.8

size 580x440 mm with integral type foot rests

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 arrangement with specials of standard

make and mosquito proof coupling of approved

municipal design complete, including painting

of fittings and brackets, cutting and making

good the walls and floors wherever required :

17.3.1 W.C. pan with ISI marked white solid plastic Each 2 8006.6 16013.2

Providing and fixing wash basin with C.I.

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

17.7 C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:

17.7.1 White Vitreous China Wash basin size 630x450 Each 2 2648.85 5297.7

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

17.10.1 Kitchen sink with drain board

18.0 WATER SUPPLY

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, and all CPVC plain

& brass threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints

complete as per direction of Engineer in

Charge. ( Internal work - Exposed on wall )

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC

plain & brass threaded fittings 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

18.15S BRASS FITTINGS

Providing and fixing uplasticised PVC

connection pipe with brass unions :

18.21.2 45 cm length

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Per 530 11 5830

levels) polyethylene water storage tank, IS : Litre

12701 marked, with cover and suitable locking

arrangement and making necessary holes for

inlet, outlet and overflow pipes but without

fittings and the base support for tank.

18.54S PTMT FITTINGS

Providing and fixing PTMT bib cock of approved

quality and colour.

not less than 88 gms

Providing and fixing PTMT pillar cock of

approved quality and colour.

not less than 110 gms

20.0 PILE WORK

20.1S General

Boring, providing and installation bored cast-in-

situ reinforced cement concrete piles of grade

M-25 of specified diameter and length below

the pile cap, to carry a safe working load not

less than specified, excluding the cost of steel

reinforcement but including the cost of boring

with bentonite solution and temporary casing

of appropriate length for setting out and

removal of same and the length of the pile to

be embedded in the pile cap etc. by percussion

drilling using Direct mud circulation (DMC) or

Bailer and chisel technique by tripod and

mechanical Winch Machine all complete,

including removal of excavated earth with all

its lifts and leads (length of pile for payment

shall be measured up to bottom of pile cap).

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Boring with hydraulic piling rigs with power

units, providing and installing cast in situ single

under reamed piles of specified diameter and

length below pile cap in M-25 cement concrete,

to carry a safe working load not less than

20.3 specified, excluding the cost of steel

reinforcement but including the cost of boring

with bentonite solution and the length of the

pile to be embedded in pile cap etc. all

complete. (Length of pile for payment shall be

measured upto to the bottom of pile cap) :

Extra over single under ream for providing

additional bulbs in under reamed piles, under

specified diameter(only the nos. of extra bulbs

are to be paid)

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

21.1 required EPDM rubber/ neoprene gasket etc.

Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically

wherever required including cleat angle,

Aluminium snap beading for glazing / panelling,

C.P. brass / stainless steel screws, all complete

as per architectural drawings and the directions

of Engineer-in-charge. (Glazing, panelling and

dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or Kg 26 495.05 12871.3

55 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots

and making provision for fixing of fittings

wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings

shall be paid for separately)

21.1.2.1 Anodised aluminium (anodised transparent or Kg 26 598.6 15563.6

56 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

Schedule 3B-2) Shirud -Proposed construction of new staff quarters at Shirud station under ADEN

CSN Jurisdiction. (1 units RB-II- and 1-units RB-III staff quarters). Project ID 01.01.51.24.3.50.004.

Item- 1 One Unit RB-II (DSR-23 items)

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding

1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, for

all lift, including getting out the excavated soil

and disposal of surplus excavated soil as

directed, within a lead of 50 m.

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

2.25 Filling available excavated earth (excluding cum 10 196 1960

rock) in trenches, plinth, sides of foundations

2 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 50 and for all lift.

2.31 Clearing jungle including uprooting of rank Sqm 20 17.6 352

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and removal

of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 20 392.15 7843

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 20 927.25 18545

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 30 736.4 22092

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 25 961.3 24032.5

5.9.7 Stairs, (excluding landings) except spiral- Sqm 5 764.95 3824.75

5.9.19 Weather shade, Chajjas, corbels etc., including Sqm 20 951.1 19022

Extra for additional height in centering,

shuttering where ever required with adequate

bracing, propping etc., including cost of de-

5.11 shuttering and decentering at all levels, over a

height of 3.5 m, for every additional height of 1

metre or part thereof (Plan area to be

5.11.1 Suspended floors, roofs, landing, beams and Sqm 20 384.3 7686

balconies (Plan area to be measured)

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 2000 107.85 215700

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 2000 107.85 215700

5.33S DESIGN MIX CONCRETE

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

5.33 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

5.33.1.2 Concrete of M30 grade with minimum cement cum 50 9655.7 482785

content of 350 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cement cum 30 10011.35 300340.5

content of 350 kg /cum

6.0 MASONRY WORK

6.26S EXPOSED BRICK WALL

Brick work with clay flyash F.P.S. (non modular)

6.32 brick of class designation 7.5 in superstructure

above plinth level up to floor five level in :

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

Raj Nagar Plain white marble/ Udaipur green

marble/ Zebra black marble

Granite stone slab colour black, Cherry/Ruby

Providing edge moulding to 18 mm thick

marble stone counters, Vanities etc., including

8.3 machine polishing to edge to give high gloss

finish etc. complete as per design approved by

Engineer-in-Charge.

8.20S STONE WORK DRY CLADDING

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

8.31 Providing and fixing Ist quality ceramic glazed Sqm 25 1267.95 31698.75

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

23 Engineer-in-Charge, in skirting, risers of steps

and dados, over 12 mm thick bed of cement

mortar 1:3 (1 cement : 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per

sqm, including pointing in white cement mixed

with pigment of matching shade complete.

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I) non-

decorative type, core of block board

9.21 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 shutters:

9.21.2 30 mm thick including ISI marked Stainless Sqm 10 2172.1 21721

Steel butt hinges with necessary screws

Extra for Providing and fixing flush doors with

decorative veneering instead of non decorative

ISI marked flush door shutters conforming to IS:

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

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

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

9.48.2 Fixed to openings /wooden frames with rawl Kg 60 238.35 14301

plugs screws etc.

9.72S BRASS FITTINGS

Providing and fixing bright finished brass

handles with screws etc. complete:

ANODISED ALUMINIUM FITTINGS (ALL FITTINGS

SHALL BE ISI MARKED)

Providing and fixing aluminium sliding door

bolts, ISI marked anodised (anodic coating not

9.96 less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or

shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts, ISI

marked, anodised (anodic coating not less 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 :

10.0 STEEL WORK

10.1S General

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

11.0 FLOORING

11.41S VITRIFIED FLOOR TILES

Providing and laying vitrified floor tiles in

different sizes (thickness to be specified by the

manufacturer) with water absorption less than

0.08% and conforming to IS: 15622, of

approved make, in all colours and shades, laid

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

4 coarse sand), jointing with grey cement slurry

@ 3.3 kg/ sqm including grouting the joints with

white cement and matching pigments etc.,

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of paris putty of Sqm 25 262.7 6567.5

2 mm thickness over plastered surface to

prepare the surface even and smooth

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 40 170.7 6828

Paint to give an even shade. Two or more coat

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

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

16.0 ROAD WORK

16.49S MISCELLANEOUS

75 mm thick back filling for pitching including

16.74 supplying of required materials and

consolidation etc. complete with :

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing water closet squatting pan

(Indian type W.C. pan ) with 100 mm sand cast

Iron P or S trap, 10 litre low level white P.V.C.

flushing cistern, including flush pipe, with

manually controlled device (handle lever)

conforming to IS : 7231,with all fittings and

fixtures complete, including cutting and making

good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 1 6767.4 6767.4

size 580x440 mm with integral type foot rests

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and fixing white vitreous china

pedestal type water closet (European type)

with seat and lid, 10 litre low level white

vitreous china flushing cistern & C.P. flush bend

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

overflow arrangement with specials of standard

make and mosquito proof coupling of approved

municipal design complete, including painting

of fittings and brackets, cutting and making

good the walls and floors wherever required :

17.3.1 W.C. pan with ISI marked white solid plastic Each 1 8006.6 8006.6

Providing and fixing wash basin with C.I.

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

17.7 C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:

17.7.1 White Vitreous China Wash basin size 630x450 Each 2 2648.85 5297.7

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

17.10.1 Kitchen sink with drain board

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, and all CPVC plain

& brass threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints

complete as per direction of Engineer in

Charge. ( Internal work - Exposed on wall )

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC

plain & brass threaded fittings 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

18.15S BRASS FITTINGS

Providing and fixing uplasticised PVC

connection pipe with brass unions :

18.21.2 45 cm length

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Per 1000 11 11000

levels) polyethylene water storage tank, IS : Litre

12701 marked, with cover and suitable locking

arrangement and making necessary holes for

inlet, outlet and overflow pipes but without

fittings and the base support for tank.

18.54S PTMT FITTINGS

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

Providing and fixing PTMT bib cock of approved

quality and colour.

not less than 88 gms

Providing and fixing PTMT pillar cock of

approved quality and colour.

not less than 110 gms

20.0 PILE WORK

20.1S General

Boring, providing and installation bored cast-in-

situ reinforced cement concrete piles of grade

M-25 of specified diameter and length below

the pile cap, to carry a safe working load not

less than specified, excluding the cost of steel

reinforcement but including the cost of boring

with bentonite solution and temporary casing

of appropriate length for setting out and

removal of same and the length of the pile to

be embedded in the pile cap etc. by percussion

drilling using Direct mud circulation (DMC) or

Bailer and chisel technique by tripod and

mechanical Winch Machine all complete,

including removal of excavated earth with all

its lifts and leads (length of pile for payment

shall be measured up to bottom of pile cap).

Boring with hydraulic piling rigs with power

units, providing and installing cast in situ single

under reamed piles of specified diameter and

length below pile cap in M-25 cement concrete,

to carry a safe working load not less than

20.3 specified, excluding the cost of steel

reinforcement but including the cost of boring

with bentonite solution and the length of the

pile to be embedded in pile cap etc. all

complete. (Length of pile for payment shall be

measured upto to the bottom of pile cap) :

Extra over single under ream for providing

additional bulbs in under reamed piles, under

specified diameter(only the nos. of extra bulbs

are to be paid)

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

21.1 required EPDM rubber/ neoprene gasket etc.

Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically

wherever required including cleat angle,

Aluminium snap beading for glazing / panelling,

C.P. brass / stainless steel screws, all complete

as per architectural drawings and the directions

of Engineer-in-charge. (Glazing, panelling and

dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or Kg 15 495.05 7425.75

52 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

BHUSAWAL DIVN-ENGINEERING/CENTRAL RLY

For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots

and making provision for fixing of fittings

wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings

shall be paid for separately)

21.1.2.1 Anodised aluminium (anodised transparent or Kg 20 598.6 11972

53 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)