New Guwahati: - Development of Approach Road, Drainage system, Labour Shed, Modular furniture, drinking water facility, CCTV, at NGC.

A1-Schedule Items: At NGC:- Repairs to Goods Circulating area Above/

A2-Schedule Items: AT NGC: Development of Goods Circulating

A3-Schedule Items: AT NGC: Development of Goods Circulating

A4-Non Schedule Items: AT NGC: Development of Goods

A5-Schedule Items: AT NGC: Renovation of Goods Office, Provision

A6-Non Schedule Items: AT NGC: Renovation of Goods Office,

A7-Schedule Items: AT NGC: Development of approach road from Above/

damaged after dismantling of old BG Godown.

S No. Item Description of Item Unit Qty Rate Amount

16.0 ROAD WORK

16.1 Preparation and consolidation of sub grade with Sqm 4650.01 218.9 1017887.19

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm

depth, dressing to camber and consolidating

with road roller including making good the

undulations etc. and re-rolling the sub grade

and disposal of surplus earth with lead upto 50

16.3 Supplying and stacking at site.

16.4 Laying, spreading and compacting stone cum 1515 1046.95 1586129.25

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled road/vibratory

5 roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming

requisite type of screening / binding material to

fill up interstices of coarse aggregate, watering

and compacting to the required density .

16.30S PREMIX CARPET

Providing and applying tack coat using hot

straight run bitumen of grade VG - 10, including

heating the bitumen, spraying the bitumen with

mechanically operated spray unit fitted on

bitumen boiler, cleaning and preparing the

existing road surface as per specifications :

16.40S SEAL COAT

16.40 Providing and laying seal coat of premixed fine Sqm 4650 88.55 411757.5

aggregate ( passing 2.36 mm and retained on

180 micron sieve) with bitumen using 128 kg of

7 bitumen of grade VG - 10 bitumen per cum of

fine aggregate and 0.60 cum of fine aggregate

per 100 sqm of road surface, including rolling

and finishing with road roller all complete.

16.49S MISCELLANEOUS

LUMDING DIVISION-ENGINEERING/N F RLY

Providing and laying bituminous macadam

using crushed stone aggregates of specified

grading premixed with bituminous binder,

transported to site by tippers, laid over a

previously prepared surface with paver finisher

equipped with electronic sensor to the required

grade, level and alignment and rolling with

smooth wheeled, vibratory and tandem rollers

as per specifications to achieve the desired

compaction and density, complete as per

specifications and directions of Engineer-in-

16.55.1 50 to 100 mm average compacted thickness cum 365 8505.65 3104562.25

with bitumen of grade VG-30 @ 3.50%

8 (percentage by weight of total mix) prepared in

Batch Type Hot Mix Plant of 100-120 TPH

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

including manufactured sand derived from

Recycled Concrete Aggregate (RCA) upto 25% :

3 graded stone aggregate 20 mm nominal size

including Recycled Concrete Aggregate (RCA)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.2 Retaining walls, return walls, walls (any Sqm 85 842.5 71612.5

thickness) including attached pilasters,

buttresses, plinth and string courses fillets,

kerbs and steps etc.

S No. Item Description of Item Unit Qty Rate Amount

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:

Schedule A2-Schedule Items: AT NGC: Development of Goods Circulating area for L no 9 -10,

including Entry & Exit road and drain along L/9 & 10 and other ancillary works

S No. Item 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-

LUMDING DIVISION-ENGINEERING/N F RLY

2.38 Filling with available fly ash and earth cum 3600 308.2 1109520

(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.

S No. Item Description of Item Unit Qty Rate Amount

16.0 ROAD WORK

16.1 Preparation and consolidation of sub grade with Sqm 1050 218.9 229845

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm

depth, dressing to camber and consolidating

with road roller including making good the

undulations etc. and re-rolling the sub grade

and disposal of surplus earth with lead upto 50

16.3 Supplying and stacking at site.

16.4 Laying, spreading and compacting stone cum 340 1046.95 355963

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled road/vibratory

4 roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming

requisite type of screening / binding material to

fill up interstices of coarse aggregate, watering

and compacting to the required density .

16.30S PREMIX CARPET

Providing and applying tack coat using hot

straight run bitumen of grade VG - 10, including

heating the bitumen, spraying the bitumen with

mechanically operated spray unit fitted on

bitumen boiler, cleaning and preparing the

existing road surface as per specifications :

16.35 2.5 cm premix carpet surfacing with 3 cum of Sqm 1050 252.15 264757.5

stone chippings 10 mm nominal size per 100

sqm and bitumen emulsion (medium setting

6 min. 65% bitumen contents) complying with IS :

8887, using 96 kg per cum of chippings of road

surface, including consolidation with road roller

16.40S SEAL COAT

16.40 Providing and laying seal coat of premixed fine Sqm 1050 88.55 92977.5

aggregate ( passing 2.36 mm and retained on

180 micron sieve) with bitumen using 128 kg of

7 bitumen of grade VG - 10 bitumen per cum of

fine aggregate and 0.60 cum of fine aggregate

per 100 sqm of road surface, including rolling

and finishing with road roller all complete.

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

LUMDING DIVISION-ENGINEERING/N F RLY

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 : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.2 Retaining walls, return walls, walls (any Sqm 6375 842.5 5370937.5

thickness) including attached pilasters,

buttresses, plinth and string courses fillets,

kerbs and steps etc.

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade

of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.5 Lintels, beams, plinth beams, girders, Sqm 1050 736.4 773220

bressummers and cantilevers

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 10350 107.85 1116247.5

Schedule A3-Schedule Items: AT NGC: Development of Goods Circulating area for L no 9- 10,

including Entry & Exit road and drain along L/9 & 10 and other ancillary works

S No. Item 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.

LUMDING DIVISION-ENGINEERING/N F RLY

1 172014 I n Wagon where mechanical handling is MT 3950.00 138.10 545495.00

possible and traffic block is not required or in

Truck / trailer

Unloading of 52kg / 60kg PSC line and special

sleepers up to 2.75 metre length in Depot /

Station / Mid-section between stations in neat

manner for Railway usage from departmental

material train (DMT) or contractor's / Railway's

Truck/Trailer with crane or any other means

including crossing of one track and lead up to

250 metre & lift up to 5 metre 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.

2 172062 From DMT - Not involving traffic block or on MT 3950.00 132.89 524915.50

lines, not opened to traffic

S No. Item Description of Item Unit Qty Rate Amount

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange all

statutory permits as required by rules and

regulations prevailing in the area of work.

Payment shall be made for actual working

1 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 120.00 827.84 99340.80

minimum 1.10 cum bucket capacity

S No. Item Description of Item Unit Qty Rate Amount

1 052030 Supply and laying of quarry dust including cum 1150.00 2489.06 2862419.00

consolidation, supply of all materials, labour,

lead, lift, tools, plants, crossing of tracks as per

drawing and technical specification as directed

by the Engineer in charge in case loose slush is

encountered at site of foundation before

casting the foundation or laying the filtering

Schedule A5-Schedule Items: AT NGC: Renovation of Goods Office, Provision of seating

arrangement with sheds, Provision of Marchant Room and other ancillary works.

S No. Item 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.

2.25A Excavating, supplying and filling of local earth cum 65 700.5 45532.5

(including royalty) by mechanical transport

upto a lead of 5km also including ramming and

watering of the earth in layers not exceeding 20

cm in trenches, plinth, sides of foundation etc.

LUMDING DIVISION-ENGINEERING/N F RLY

2.27 Supplying and filling in plinth with sand under cum 40 2123.75 84950

3 floors, including watering, ramming,

consolidating and dressing complete.

Surface dressing of the ground including

removing vegetation and in-equalities not

exceeding 15 cm deep and disposal of rubbish,

lead up to 50 m and lift up to 1.5 m.

2.31 Clearing jungle including uprooting of rank Sqm 115.93 17.6 2040.37

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.

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from

natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.3 Columns, piers, abutments, pillars, posts and Sqm 72.2 961.3 69405.86

4.5S CEMENT CONCRETE PRECAST

Providing and fixing at or near ground level

precast cement concrete in kerbs, edgings etc.

as per approved pattern and setting in position

with cement mortar 1:3 (1 Cement : 3 coarse

sand), including the cost of required centering,

shuttering complete.

III) derived from natural sources: 3 graded stone

aggregate 20 mm nominal size derived from

natural sources).

4.10S DAMP-PROOF COURSE

4.10 Providing and laying damp-proof course 40mm Sqm 40 410.85 16434

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

4 coarse sand (zone-III) derived from natural

sources : 4 graded stone aggregate 12.5mm

nominal size derived from natural sources)

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade

of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

LUMDING DIVISION-ENGINEERING/N F RLY

Reinforced cement concrete work in walls (any

thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five

level, excluding cost of centering, shuttering,

finishing and reinforcement :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 92 392.15 36077.8

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 85.4 842.5 71949.5

4 pilasters, buttresses, plinth and string courses

5.9.5 Lintels, beams, plinth beams, girders, Sqm 80 736.4 58912

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 75 961.3 72097.5

5.9.7 Stairs, (excluding landings) except spiral- Sqm 68.5 764.95 52399.08

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 5600 107.85 603960

S No. Item Description of Item Unit Qty Rate Amount

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 :

6.12S HALF BRICK MASONRY

Half brick masonry with common burnt clay

6.12 F.P.S. (non modular) bricks of class designation

7.5 in foundations and plinth in :

Half brick masonry with common burnt clay

F.P.S. (non modular) bricks of class designation

7.5 in superstructure above plinth level up to

S No. Item Description of Item Unit Qty Rate Amount

8.0 CLADDING WORK

LUMDING DIVISION-ENGINEERING/N F RLY

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 66.88 1267.95 84800.5

wall tiles conforming to IS: 15622 (thickness to

be specified by the manufacturer), of approved

make, in all colours, shades except burgundy,

bottle green, black of any size as approved by

1 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.

S No. Item Description of Item Unit Qty Rate Amount

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing wood work in frames of doors,

windows, clerestory windows and other frames,

wrought framed and fixed in position with hold

fast lugs or with dash fasteners of required dia

& length (hold fast lugs or dash fastener shall

be paid for separately).

9.1.3 Kiln seasoned and chemically treated hollock cum 1.2 83378.05 100053.66

Providing and fixing panelled or panelled and

glazed shutters for doors, windows and

clerestory windows, fixing with butt hinges of

9.5 required size with necessary screws, excluding

panelling which will be paid for separately, all

complete as per direction of Engineer-in-

Kiln seasoned and chemically treated hollock

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:

9.21.1 35 mm thick including ISI marked Stainless Sqm 7.4 2392.65 17705.61

Steel butt hinges with necessary screws

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 225 238.35 53628.75

plugs screws etc.

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 :

9.105S GYPSUM BOARD PARTITIONS

9.118 Providing and fixing to existing door frames.

LUMDING DIVISION-ENGINEERING/N F RLY

9.118.2 30 mm thick factory made Polyvinyl Chloride Sqm 7.4 3253.8 24078.12

(PVC) door shutter made of styles and rails of a

uPVC hollow section of size 60x30 mm and wall

thickness 2 mm ( +/- 0.2 mm), with inbuilt

decorative moulding edging on one side. The

styles and rails mitred and joint at the corners

by means of M.S. galvanised/ plastic brackets of

size 75x220 mm having wall thickness 1.0 mm

and stainless steel screws. The styles of the

shutter reinforced by inserting galvanised M.S.

tube of size 25x20 mm and 1 mm ( +/- 0.1 mm)

wall thickness. The lock rail made up of 'H'

6 section, a uPVC hollow section of size 100x30

mm and 2 mm ( +/- 0.2 mm) wall thickness

fixed to the shutter styles by means of plastic/

galvanised M.S. 'U' cleats. The shutter frame

filled with a uPVC multi-chambered single panel

of size not less than 620 mm, having over all

thickness of 20 mm and 1 mm ( +/- 0.1 mm)

wall thickness . The panels filled vertically and

tie bar at two places by inserting horizontally 6

mm galvanised M.S. rod and fastened with nuts

and washers, complete as per manufacturer's

specification and direction of Engineer-in-

9.119 Providing and fixing factory made P.V.C. door Metre 16 492.7 7883.2

frame of size 50x47 mm with a wall thickness of

5 mm, made out of extruded 5 mm rigid PVC

foam sheet, mitred at corners and joined with 2

Nos of 150 mm long brackets of 15x15 mm M.S.

square tube, the vertical door frame profiles to

7 be reinforced with 19x19 mm M.S. square tube

of 19 gauge, EPDM rubber gasket weather seal

to be provided through out the frame. The door

frame to be fixed to the wall using M.S. screws

of 65/100 mm size, complete as per

manufacturer's specification and direction of

Engineer- in-Charge.

S No. Item Description of Item Unit Qty Rate Amount

11.0 FLOORING

11.1S General

Brick on edge flooring with bricks of class

designation 7.5 on a bed of 12 mm cement

11.1 mortar, including filling the joints with same

mortar, with common burnt clay non modular

Cement concrete flooring 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate)

11.3 finished with a floating coat of neat cement,

including cement slurry, but excluding the cost

of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone Sqm 8.5 614.2 5220.7

cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), including

finishing complete.

11.16S TILE FLOORING

Chequered precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed with

neat cement slurry mixed with pigment to

match the shade of tiles, including rubbing and

cleaning etc. complete, on 20 mm thick bed of

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

LUMDING DIVISION-ENGINEERING/N F RLY

4 11.20.1 Light shade pigment using white cement Sqm 54 1402 75708

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 66.88 1096.55 73337.26

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.,

S No. Item Description of Item Unit Qty Rate Amount

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.16S 6 mm CEMENT PLASTER

13.16 6 mm cement plaster of mix :

13.37S INTERIOR FINISHING

Distempering with 1st quality acrylic distemper

(ready mixed) having VOC content less than 50

13.41 gram/litre, of approved manufacturer and of

required shade and colour all complete to

achieve even shade and colour :

13.41.1 New work (two or more coats) over and Sqm 665 185.65 123457.25

including water thinnable priming coat with

cement primer having VOC content less than 50

13.44S EXTERIOR FINISHING

Finishing walls with Acrylic Smooth exterior

paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 Sqm 485 160.6 77891

5 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

Finishing with Deluxe Multi surface paint system

13.48 for interiors and exteriors using Primer as per

manufacturers specifications :

13.48.2 Painting wood work with Deluxe Multi Surface Sqm 225 176.25 39656.25

Paint of required shade. Two or more coat

6 applied @ 0.90 ltr/10 sqm over an under coat of

primer applied @0.75 ltr/10 sqm of approved

brand and manufacture

LUMDING DIVISION-ENGINEERING/N F RLY

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 65 170.7 11095.5

Paint to give an even shade. Two or more coat

7 applied @ 0.90 ltr/10 sqm over an under coat of

primer applied @ 0.80 ltr/10 sqm of approved

brand and manufacture

13.50 Applying priming coat:

13.50.4 With ready mixed red oxide zinc chromate Sqm 65 36.1 2346.5

8 primer of approved brand and manufacture on

steel work (second coat)

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

S No. Item Description of Item Unit Qty Rate Amount

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:

17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern Each 2 11390.95 22781.9

1 W.C. pan of size 585x480 mm with flush pipe

and integrated 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 1 6515.55 6515.55

Providing and fixing white vitreous china flat

back or wall corner type lipped front urinal

basin of 430x260x350 mm and 340x410x265

mm sizes respectively with automatic flushing

17.4 cistern with standard flush pipe and C.P. brass

spreaders with brass unions and G.I clamps

complete, including painting of fittings and

brackets, cutting and making good the walls

and floors wherever required :

17.4.1 One urinal basin with 5 litre white P.V.C. Each 1 6258.75 6258.75

automatic flushing cistern

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:

17.7.2 White Vitreous China Wash basin size 630x450 Each 1 2226.35 2226.35

mm with a single 15 mm C.P. brass pillar tap

S No. Item Description of Item Unit Qty Rate Amount

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

LUMDING DIVISION-ENGINEERING/N F RLY

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 G.I. pipes complete with

G.I. fittings and clamps, including cutting and

making good the walls etc. ( Internal work -

Exposed on wall )

Providing and fixing G.I. pipes complete with

18.12 G.I. fittings including trenching and refilling etc.

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Per 2000 11 22000

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.

S No. Item Description of Item Unit Qty Rate Amount

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 144.64 495.05 71604.03

1 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

LUMDING DIVISION-ENGINEERING/N F 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 185 598.6 110741

2 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.

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

21.3.1 With float glass panes of 4.0 mm thickness Sqm 30 1176.8 35304

(weight not less than 10kg/sqm)

S No. Item Description of Item Unit Qty Rate Amount

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed Kg 2149.9 117.35 252290.77

with or without connecting plate, including

1 cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer all

10.20 Providing and fixing bolts including nuts and Kg 135 159.35 21512.25

washers complete.

S No. Item Description of Item Unit Qty Rate Amount

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

12.50 Providing and fixing precoated galvanised iron Sqm 250 738.65 184662.5

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-charge)

of total coated thickness 0.50 mm (base metal

of minimum 0.45 mm thickness with total

coating thickness of 0.05 mm) with zinc coating

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

steel grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18

microns. Sheet should have protective guard

film of 25 microns minimum to avoid scratches

during transportation and should be supplied in

single length upto 12 metre or as desired by

Engineer-in-charge. The sheet shall be fixed

using self drilling /self tapping screws of size

(5.5x 55 mm) with EPDM seal, complete upto

any pitch in horizontal/ vertical or curved

surfaces, excluding the cost of purlins, rafters

and trusses and including cutting to size and

shape wherever required.

Schedule A7-Schedule Items: AT NGC: Development of approach road from Gate Hospital to GRP

Office including repairs to drain and other ancillary works.

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

LUMDING DIVISION-ENGINEERING/N F RLY

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-

2.38 Filling with available fly ash and earth cum 2350 308.2 724270

(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.

S No. Item Description of Item Unit Qty Rate Amount

16.0 ROAD WORK

16.1 Preparation and consolidation of sub grade with Sqm 4500 218.9 985050

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm

depth, dressing to camber and consolidating

with road roller including making good the

undulations etc. and re-rolling the sub grade

and disposal of surplus earth with lead upto 50

16.3 Supplying and stacking at site.

16.30S PREMIX CARPET

Providing and laying bitumen mastic wearing

course (as per specifications) with industrial

bitumen of grade 85/25 conforming to IS : 702,

prepared by using mastic cooker and laid to

required level and slope, including providing

antiskid surface with bitumen precoated fine

grained hard stone chipping of approved size at

the rate of 0.005 cum per 10 sqm and at

approximate spacing of10 cm centre to centre

in both directions, pressed into surface

protruding 1 mm to 4 mm over mastic surface,

including cleaning the surface, removal of

debris etc. all complete. (Considering bitumen

using 10.2% as per MORTH specification).

16.42S CONCRETE PAVEMENTS

LUMDING DIVISION-ENGINEERING/N F RLY

Providing and laying design mix cement

concrete of M-30 grade, in roads/taxi tracks/

runways, using cement content as per design

mix, using coarse sand and graded stone

aggregate of 40 mm nominal size in

appropriate proportions as per approved and

specified design criteria, providing dowel bars

with sleeve/ tie bars wherever required, laying

at site, spreading and compacting mechanically

by using needle and surface vibrators, levelling

16.43 to required slope/ camber, finishing with

required texture, including steel form work with

sturdy M.S. channel sections, curing, making

provision for contraction/ expansion,

construction and longitudinal joints (10 mm

wide x 50 mm deep) by groove cutting

machine, providing and filling joints with

approved joint filler and sealants, complete all

as per direction of Engineer-in-charge (Item of

joint fillers, sealants, dowel bars with sleeve/ tie

bars to be paid separately).

16.43.1 Cement concrete prepared with batch mixing cum 1146.21 10529.35 12068846.26

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size derived

from natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.2 Retaining walls, return walls, walls (any Sqm 6375 842.5 5370937.5

thickness) including attached pilasters,

buttresses, plinth and string courses fillets,

kerbs and steps etc.

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade

of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.5 Lintels, beams, plinth beams, girders, Sqm 1050 736.4 773220

bressummers and cantilevers

5.22S STEEL REINFORCEMENT

LUMDING DIVISION-ENGINEERING/N F RLY

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 4350.29 107.85 469178.78