Provision of 29 Bays PP shed at MXN and 16 bays PP shed at NTSK station in connection with Amrit Bharat Station Scheme.

station in connection with Amrit Bharat Station Scheme.

Item- 1 CPWD items

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

2.0 EARTH WORK

2.1S General

TINSUKIA DIVISION-ENGINEERING/N F RLY

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),

2.8 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

2.27 Supplying and filling in plinth with sand under cum 1560 2123.75 3313050

2 floors, including watering, ramming,

consolidating and dressing complete.

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 : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified

grade of reinforced cement concrete,

5.1 excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Reinforced cement concrete work in walls

(any thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

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 1218 392.15 477638.7

for mass concrete

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 725 961.3 696942.5

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 Kg 43680 107.85 4710888

Fe-500D or more.

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 Kg 23400 107.85 2523690

Fe-500D or more.

TINSUKIA DIVISION-ENGINEERING/N F RLY

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

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

designation 7.5 in foundations and plinth in :

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 501540 133.7 67055898

in built up sections, trusses and framed work,

12 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

10.19 Providing and fixing mild steel round holding Kg 9954 97.2 967528.8

13 down bolts with nuts and washer plates

11.0 FLOORING

11.1S General

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

11.20 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

15 11.20.3 Dark shade pigment using ordinary cement Sqm 1399 1119.5 1566180.5

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

11.26 to match the shade of the slab, including

rubbing and polishing complete with base of

cement mortar 1 : 4 (1 cement : 4 coarse

11.41S VITRIFIED FLOOR TILES

Providing and laying Polished Granite stone

flooring in required design and patterns, in

linear as well as curvilinear portions of the

building all complete as per the architectural

drawings with 18 mm thick stone slab over 20

mm (average) thick base of cement mortar

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

jointed with cement slurry and pointing with

white cement slurry admixed with pigment of

matching shade including rubbing , curing and

polishing etc. all complete as specified and as

directed by the Engineer-in-Charge.

11.56.1 Polished Granite stone slab colour of Black, Sqm 546 4481.3 2446789.8

Cherry/Ruby Red or equivalent

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

TINSUKIA DIVISION-ENGINEERING/N F RLY

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap

for thermal expansion, (i) Single socketed

Providing and fixing on wall face unplasticised

- PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.42.1 Coupler

12.42.5 Bend 87.5 degree

12.42.6 Shoe (Plain)

Providing & fixing UV stabilised fiberglass

reinforced plastic sheet roofing up to any

pitch, including fixing with polymer coated 'J'

or 'L' hooks, bolts & nuts 8 mm dia. G.I

plain/bitumen washers complete but

excluding the cost of purlins, rafters, trusses

etc. The sheets shall be manufactured out of

12.47 2400 TEX panel rovings incorporating

minimum 0.3% ultra-violet stabiliser in resin

system under approximately 2400 psi and hot

cured. They shall be of uniform pigmentation

and thickness without air pockets and shall

conform to IS 10192 and IS 12866.The sheets

shall be opaque or translucent, clear or

pigmented, textured or smooth as specified.

step-down (2" or 3" or 6" ) as specified

12.50 Providing and fixing precoated galvanised iron Sqm 12420 738.65 9174033

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

23 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.

Providing and fixing precoated galvanised

steel sheet roofing accessories of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating

thickness of 0.05 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

TINSUKIA DIVISION-ENGINEERING/N F RLY

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

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 1280 160.6 205568

26 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

Painting with synthetic enamel paint of

13.62 approved brand and manufacture of required

colour to give an even shade :

13.62.1 Two or more coats on new work over an under Sqm 4368 226.25 988260

27 coat of suitable shade with ordinary paint of

approved brand and manufacture

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even shade

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per

direction of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix cum 65 2434.25 158226.25

(including equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 40 3551.25 142050

mechanical means including stacking of steel

30 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres lead

as per direction of Engineer-in-charge.

Dismantling roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

16.0 ROAD WORK

16.47S PAINTING AREA/RUNWAY MARKING

Painting runway/taxi track/apron marking with

adequate nos of coats to give uniform finish

with road marking paint of superior make as

16.47 approved by the Engineer-in-charge, including

cleaning the surface of ail dirt, scales, oil,

grease and other foreign material etc. and

lining out complete.

16.49S MISCELLANEOUS

16.64 Providing and laying 75 mm thick compacted Sqm 1326 199.35 264338.1

bed of dry brick aggregate of 40 mm thick

nominal size including spreading, well

34 ramming, consolidating and grouting with

jamuna sand, including finishing smooth etc.

complete as per direction of Engineer-in-

TINSUKIA DIVISION-ENGINEERING/N F RLY

16.90 Providing and laying tactile tile (for vision Sqm 1330 2017.6 2683408

impaired persons as per standards) of size

300x300x9.8mm having with water

absorption less than 0.5% and conforming to

IS:15622 of approved make in all colours and

shades in for outdoor floors such as footpath,

35 court yard, multi modals location etc., laid on

20mm thick base of cement mortar 1:4 (1

cement : 4 coarse sand) in all shapes &

patterns including grouting the joints with

white cement mixed with matching pigments

etc. complete as per direction of Engineer-in-

18.0 WATER SUPPLY

18.4S PP-R PIPES

Providing and fixing 3 layer PP-R (Poly

propylene Random copolymer) pipes

confirming to IS:15801 UV stabilized & anti -

microbial fusion welded, having thermal

stability for hot & cold water supply, including

all PP - R plain & brass threaded

polypropylene random fittings, including

trenching, refilling & testing of joints complete

as per direction of Engineer-in-Charge.

18.6A Providing and fixing PPR Unions

18.15S BRASS FITTINGS

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure, with

plastic floats complete :