At TSK Division- Construction of new station building and other miscellaneous works at MJN and MRG.

A-CPWD 2023 Items in connection with the work-Construction of new

A1-CPWD 2020 Horticulture Items in connection with the work

A2-USSOR 2021 Items in connection with the work-Construction of new

other miscellaneous works at MJN and MRG.

Item- 1 CPWD ITEMS

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

TINSUKIA DIVISION-ENGINEERING/N F RLY

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 392 196 76832

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.

2.27 Supplying and filling in plinth with sand under cum 205 2123.75 435368.75

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 560 17.6 9856

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)

derived from natural sources : 6 graded stone

aggregate 40 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 276 392.15 108233.4

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 630 927.25 584167.5

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 750 736.4 552300

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 820 961.3 788266

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 16600 107.85 1790310

TINSUKIA DIVISION-ENGINEERING/N F RLY

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 22600 107.85 2437410

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 150 9504.75 1425712.5

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 196 9860.4 1932638.4

content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 92 733.5 67482

16 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:

6.12S HALF BRICK MASONRY

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

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

Granite stone slab colour black, Cherry/Ruby

8.4 Extra for fixing marble /granite stone, over and Metre 240 568.55 136452

above corresponding basic item, in facia and

20 drops of width upto 150 mm with epoxy resin

based adhesive, including cleaning etc.

TINSUKIA DIVISION-ENGINEERING/N F RLY

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 350 1267.95 443782.5

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

21 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)

decorative type, core of block board

9.20 construction with frame of 1st class hard wood

and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers

on both faces of shutters.

9.20.2 30 mm thick including ISI marked Stainless Sqm 32 3167.95 101374.4

Steel butt hinges with necessary screws

Providing and fixing ISI marked flush door

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

decorative type, core of block board

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 38 2172.1 82539.8

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

9.53 Providing 40x5 mm flat iron hold fast 400 mm Each 240 228.85 54924

long including fixing to frame with 10 mm

diameter bolts, nuts and wooden plugs and

25 embedding in cement concrete block

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

coarse sand : 6 graded stone aggregate 20 mm

9.72S BRASS FITTINGS

Providing and fixing bright finished brass tower

9.74 bolts (barrel type) with necessary screws etc.

9.76 Providing and fixing bright finished brass 100 Each 16 854.65 13674.4

mm mortice latch and lock with 6 levers and a

pair of lever handles of approved quality with

necessary screws etc. complete.

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 3200 133.7 427840

in built up sections, trusses and framed work,

28 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

TINSUKIA DIVISION-ENGINEERING/N F RLY

Providing and fixing factory made ISI marked

steel glazed doors, windows and ventilators,

side /top /centre hung, with beading and all

members such as F7D,F4B, K11 B and K12 B

etc. complete of standard rolled steel sections,

joints mitred and flash butt welded and sash

10.11 bars tenoned and riveted, including providing

and fixing of hinges, pivots, including priming

coat of approved steel primer, but excluding

the cost of other fittings, glass panes complete

all as per approved design, (sectional weight of

only steel members shall be measured for

embedded in cement concrete block 15x10x10

cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size)

Providing and fixing M.S. Tubular frames for

doors, windows, ventilators and cupboard with

rectangular/ L-Type sections, made of 1.60 mm

thick M.S. Sheet, joints mitred, welded and

grinded finish, with profiles of required size,

including fixing of necessary butt hinges and

screws and applying a priming coat of

approved steel primer.

embedded in cement concrete block 15x10x10

cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size)

10.28 Providing and fixing stainless steel ( Grade 304) Kg 1040 772.4 803296

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

31 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.).

Providing & fixing fly proof wire gauze to

10.29 windows, clerestory windows & doors with M.S.

Flat 15x3 mm and nuts & bolts complete.

10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia Sqm 52 844.7 43924.4

wire and 1.4 mm aperture on both sides

11.0 FLOORING

11.1S General

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 160 614.2 98272

11.41S VITRIFIED FLOOR TILES

TINSUKIA DIVISION-ENGINEERING/N F RLY

Providing and laying Vitrified tiles in floor in

different sizes (thickness to be specified by the

manufacturer) with water absorption less than

0.08% and conforming to IS:15622, of approved

brand & manufacturer, in all colours and shade,

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

cement: 4 coarse sand) jointing with grey

11.41A cement slurry @3.3 kg/sqm including grouting

t h e joints with white cement and matching

pigments etc. The tiles must be cut with the

zero chipping diamond cutter only . Laying of

tiles will be done with the notch trowel, plier,

wedge, clips of required thickness, leveling

system and rubber mallet for placing the tiles

gently and easily.

Double charge vitrified tile polished finish of

12.0 ROOFING

12.24S CEILING

Providing 10 mm thick plaster of Paris (gypsum

anhydrous) ceiling up to a height of 5 m above

floor level, over first class kail wood strips 25x6

mm with 10 mm gap in between and reinforced

with rabbit wire mesh fixed to wooden frame

(frame work to be paid separately):

12.37S RAIN WATER SPOUT AND PIPE

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

12.41 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for

thermal expansion, (i) Single socketed pipes.

Providing and fixing on wall face unplasticised -

PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.42.5 Bend 87.5 degree

12.50 Providing and fixing precoated galvanised iron Sqm 520 738.65 384098

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.

TINSUKIA DIVISION-ENGINEERING/N F RLY

Providing and fixing precoated galvanised steel

sheet roofing accessories of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating thickness

12.51 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 using self

drilling/ self tapping screws complete :

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.16S 6 mm CEMENT PLASTER

13.16 6 mm cement plaster of mix :

13.20S PEBBLE DASH PLASTER

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

2 mm thickness over plastered surface to

prepare the surface even and smooth

13.37S INTERIOR FINISHING

Distempering with 1st quality acrylic distemper

(ready mixed) having VOC content less than 50

13.41 gram/litre, of approved manufacturer and of

required shade and colour all complete to

achieve even shade and colour :

13.41.1 New work (two or more coats) over and Sqm 1900 185.65 352735

including water thinnable priming coat with

cement primer having VOC content less than

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 Sqm 1100 116.9 128590

Painting (two or more coats) on rain water, soil

waste and vent pipes and fittings with synthetic

enamel paint of approved brand and

manufacture and required colour over a

priming coat of approved steel primer on new

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Lettering with black Japan paint of approved letter

brand and manufacture per cm

16.0 ROAD WORK

16.1S ROADS

Dry brick pitching half brick thick in drains

16.12 including supply of bricks and preparing the

surface complete :

16.12.1 With common burnt clay F.P.S. (non modular) Sqm 665 644.05 428293.25

bricks of class designation 7.5

TINSUKIA DIVISION-ENGINEERING/N F RLY

16.49S MISCELLANEOUS

Providing and laying factory made chamfered

edge Cement Concrete paver blocks in

footpath, parks, lawns, drive ways or light

traffic parking etc, of required strength,

thickness & size/ shape, made by table

vibratory method using PU mould, laid in

required colour & pattern over 50mm thick

16.91 compacted bed of sand, compacting and

proper embedding/laying of inter locking paver

blocks into the sand bedding layer through

vibratory compaction by using plate vibrator,

filling the joints with sand and cutting of paver

blocks as per required size and pattern,

finishing and sweeping extra sand. complete all

as per direction of Engineer-in-Charge.

with approved color design and pattern.

17.0 SANITARY INSTALLATIONS

17.1S General

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 8 8006.6 64052.8

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:

17.7.5 White Vitreous China Angle back wash basin Each 8 2226.35 17810.8

54 size 600 x 480 mm with single 15mm C.P.

brass pillar tap

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

Providing and fixing mirror of superior glass (of

approved quality) and of required shape and

17.32 size with plastic moulded frame of approved

make and shade with 6 mm thick hard board

Providing and fixing PTMT towel rail complete

with brackets fixed to wooden cleats with CP

brass screws with concealed fittings

arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 Each 8 708.95 5671.6

57 mm, width 78 mm and effective height of 88

mm, weighing not less than 190 gms.

18.0 WATER SUPPLY

18.4S PP-R PIPES

TINSUKIA DIVISION-ENGINEERING/N F RLY

Providing and fixing 3 layer PP-R (Poly

propylene Random copolymer) pipes

confirming to IS 15801, UV stabilized & anti -

microbial fusion welded, having thermal

stability for hot & cold water supply, including

all PP - R plain & brass threaded polypropylene

random fittings and fixing the pipe with clamps

at 1.00 m spacing. This includes testing of

joints complete as per direction of Engineer-in-

Charge. ( Internal Exposed on walls )

Providing and fixing 3 layer PP-R (Poly

propylene Random copolymer) pipes

confirming to IS:15801 UV stabilized & anti -

microbial fusion welded, having thermal

18.6 stability for hot & cold water supply, including

all PP - R plain & brass threaded polypropylene

random fittings, including trenching, refilling &

testing of joints complete as per direction of

Engineer-in-Charge. External work

18.7S 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 and fixing the

pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and the cost of

cutting chases and making good the same

including testing of joints complete as per

direction of Engineer in Charge. Concealed

work, including cutting chases and making

good the walls etc.

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC

plain & brass threaded 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 brass bib cock of approved

TINSUKIA DIVISION-ENGINEERING/N F RLY

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure, with

plastic floats complete :

Providing and fixing gun metal non- return

valve of approved quality (screwed end) :

18.19.3 40 mm nominal bore

Providing and fixing C.P. brass shower rose with

15 or 20 mm inlet

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Per 10000 11 110000

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.

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 480 495.05 237624

77 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 420 598.6 251412

78 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 164 1176.8 192995.2

(weight not less than 10kg/sqm)

STRUCTURAL GLAZING ALUMINIUM COMPOSITE

25.1S General

TINSUKIA DIVISION-ENGINEERING/N F RLY

25.6 Providing and supplying Spandrel Glass Panels Sqm 130 2450.15 318519.5

comprising of 6 mm thick heat strengthened

monolithic float glass of approved colour and

shade with reflective soft coating on surface #

2 of approved colour and shade so as to match

the colour and shade of the IGUs in the vision

panels etc. ,all complete for the required

performances as specified, as per the

Architectural drawings, as per the approved

shop drawings, as specified, and as directed by

the Engineer- in- Charge. For payment, only the

actual area of glass on face # 1 of the glass

panels (but excluding the area of grooves and

80 weather silicone sealant) provided and fixed in

position, shall be measured in sqm. (Payment

for fixing of Spandrel Glass Panels in the curtain

glazing is included in cost of relevant Item*). "

(i) Coloured tinted float glass 6 mm thick

substrate with reflective soft coating on face #

2, having properties as visible Light

transmittance (VLT) of 25 to 35 %, Light

reflection internal 10 to 15%, light reflection

external 10 to 20 %, shading coefficient (0.25-

0.28) and U value of 3.0 to 3.3 W/m2 K etc. The

properties of performance glass shall be

decided by technical sanctioning authority as

per the site requirement.

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).

TINSUKIA DIVISION-ENGINEERING/N F 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.

26.91 Providing and fixing factory made 18 mm thick Sqm 60 3437.15 206229

single extruded WPC (Wood Polymer

Composite) solid plain white colour board Jali,

CNC (Computer numeric control) routed of

approved design by Engineer-in -charge which

a r e machine cut for duct/shaft covering,

partitions and facades comprising of virgin

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

calcium corbonate and natural fibers (wood

powder/ rice husk/ wheat husk) and non toxic

additives (maximum toxicity index of 12 for

100 gms) having minimum density of 650

kg/cum and screw withdrawal strength of 1800

N (Face) minimum compressive strength 50

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

resistance to spread of flame of Class A

category with properties of being termite/borer

proof, water/moisture proof and fire retardant

and fixing on M.S (mild steel) frame made of 25

x 25 x 1.5 mm square hollow box section

including applying a priming coat of approved

steel primer, placed at grid made at 1.0 x 1.0

m or as per requirement at site with necessary

stainless steel fasteners and SS screws etc., all

complete as per direction of Engineer-In-

Schedule A1-CPWD 2020 Horticulture Items in connection with the work Construction of new station

building and other miscellaneous works at MJN and MRG.

Item- 2 CPWD HORTICULTURE ITEMS

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

2.0 HORTICUTURE AND LANDSCAPING

2.1 Trenching in ordinary soil up to a depth of 60 cum 30 78.1 2343

cm including removal and stacking of

serviceable materials and then disposing of

surplus soil, by spreading and neatly levelling

within a lead of 50 m and making up the

trenched area to proper levels by filling with

earth or earth mixed with sludge or / and

manure before and after flooding trench with

water (excluding cost of imported earth, sludge

2.2 Supplying and stacking of good earth at site cum 30 515.6 15468

including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be

reduced by 20% for payment).

TINSUKIA DIVISION-ENGINEERING/N F RLY

Supplying a n d stacking a t site dum p manure

from approved source, including carriage upto 5

km lead complete (manure measured in stacks

will be reduced by 8% for payment) :

2.4.1 Screened through sieve of I.S. designation 20 cum 20 254.15 5083

2.4.2 Screened through sieve of I.S. designation 16 cum 16 290.7 4651.2

2.4.3 Screened through sieve of I.S. designation 4.75 cum 10 319.9 3199

2.5 Rough dressing the trenched ground including Sqm 1000 1.5 1500

breaking clods.

2.6 Uprooting weeds from the trenched area after Sqm 100 4.9 490

7 10 to 15 days of its flooding with water

including disposal of uprooted vegetation.

2.8 Spreading of sludge, dump manure and/or good cum 100 52.35 5235

earth in required thickness as per direction of

officer-in-charge (cost of sludge, dump manure

and/ or good earth to be paid separately).

2.9 Mixing earth and sludge or manure in the cum 100 36.55 3655

9 required proportion specified or directed by the

Officer-in-charge

Grassing w i t h selection N o . 1 / D o o b grass

including watering and maintenance of the lawn

for 30 days or more till the grass forms a thick

2.10 lawn, free from weeds and fit for mowing

including supplying good earth, if needed (the

grass and good earth shall be paid for

2.12 Uprooting rank vegetation and weeds by Sqm 60 60.95 3657

digging the area to a depth of 60 cm, removing

all weeds and other growth with roots by

forking repeatedly, breaking clods, rough

dressing, flooding with water, uprooting fresh

growths after 10 to 15 days and then fine

dressing for planting new grass, including

disposal of all rubbish with all leads and lifts.

Making tree guard 53 cm dia and 1.3 m high as

per design from empty coal tar drums, supplied

free by the department, including providing

2.17 and fixing 2 nos M.S. sheet rings 50 x 0.5 mm

fixed with rivets complete in all respects

including painting inside and outside of tree

2.17.2 Two or more coats of synthetic enamel paint of Each 40 620.35 24814

approved quality shade over a priming coat

2.33 Providing and laying Neelgiri/Mexican grass turf Sqm 160 214.4 34304

with earth 50mm to 60mm thickness of

existing ground prepared with proper level and

ramming with tools wooden (Dhurmos) and

14 then rolling the surface with light roller make

the surface smoothen and light waterning with

sprinkler and maintenance for 30 days or more

till the grass establish properly, as per direction

of officer-in-charge

Plantation of Trees, Shrubs, and Hedge at site

i/c watering and removal of unserveiceable

material's as per direction of officer in charge

(excluding cost of plant & water)

TINSUKIA DIVISION-ENGINEERING/N F RLY

2.61 Pruning, trimming, shaping of trees /shrubs (ht Per 520 91.45 47554

15 feet and above) i/c removal of cut materials tree

17 upto 50mt. Lead, as per direction of officer in

charge. T&P shall be arranged by the

3.0 FOLIAGE AND SHADE LOVING PLANTS

3.18 Providing and displaying of Areca Palm having Each 20 157.85 3157

ht. 90 cm to 1.20 m with 4 to 5 suckers, well

18 developed, fresh and healthy with lush green

foliage in 25 cm size of Earthen pot/Plastic pot &

as per direction of the officer-in-charge.

6.0 GROUND COVERS PLANTS

6.12 Providing and stacking of Duranta Golden, Each 20 20 400

having ht.15 to 20 cm bushty shape with fresh

19 and healthy leaves in 15 cm size of Earthen

Pot/Plastic Pot & as per direction of the officer-

7.0 TREE PLANTS

7.5 Providing and stacking of Azadirachta indica ( Each 20 65 1300

Neem ) of height 120-130cm in big polybag of

size 25 cm as per direction of the officer-in-

8.0 SHRUBS

8.35 Providing and stacking of Hibiscus rosasinensis Each 20 35 700

of height 45-60 cm. with 3-4 branches in

earthen pots of size 20 cm as per direction of

the officer-in-charge.

9.0 CREEPER PLANTS

9.4 Providing and stacking of Bougainvillea (Variety Each 20 40 800

Butiana, Lady Mary Baring,

Mahara,Mohan,Scarlet Queen, Variegated,

Glabra Formosa, Peruviana Odissi, Paratha,

Subhra,Thimma, Spectabilis L.N Birla,

Refulgens) of height 30 cm. to 45 cm. with 2-3

branches in 20 cm size of Earthen pots / Plastic

pots & as per direction of the officer-in-charge.

Schedule A2-USSOR 2021 Items in connection with the work-Construction of new station building

and other miscellaneous works at MJN and MRG

Item- 3 USSOR ITEM

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

Earthwork in filling in embankment, guide

bunds, around buried type abutments, bridge

gaps, trolley refuges, platforms etc. with

contractor's own earth conforming to Soil

Quality Class SQ1/SQ2/SQ3, after preparation of

foundations as applicable, benching in existing

banks wherever required, spreading in layers

with motor grader, bringing the moisture

content to OMC, mechanical compaction to

specified density and dressing of bank to final

profile as per RDSO Specifications:

RDSO/2020/GE: IRS-0004 with latest correction

s l i p s . Note: 1) Foundation preparation,

Benching including additional earthwork on

account of this, wherever required, shall be

paid extra under relevant schedule item for

benching. 2) Payment for Earthwork under this

item shall be made based on the cross section

measurements calculated (i) with original

ground profile of existing bank based on initial

ground levels before doing benching and (ii)

final profile of the bank worked out with final

levels as per prevailing guidelines.

TINSUKIA DIVISION-ENGINEERING/N F RLY