Construction Additional Floor at New EI Building to Accommodate Train Management System (TMS) at Jharsuguda.

A-Execution of all works as per CPWD DSR 2023-Ver-1 (Except Supply of

B-Execution of all works as per CPWD DSR 2023-Ver-1) (For Supply of

Item- 1 Execution of all works as per CPWD DSR 2023-Ver-1 (Except Supply of Reinforcement steel)

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

2.0 EARTH WORK

2.1S General

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in

2.6 width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and for all lift, as directed by

Engineer-in-charge.

2.27 Supplying and filling in plinth with sand under cum 5 2123.75 10618.75

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 : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

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)

5.3 Reinforced cement concrete work in beams, cum 24 11505.5 276132

suspended floors, roofs having slope up to 15

degree landings, balconies, shelves, chajjas,

lintels, bands, plain window sills, staircases

and spiral stair cases above plinth level up to

6 floor five level, excluding the cost of centering,

shuttering, finishing and reinforcement with

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources).

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 15 392.15 5882.25

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 420 842.5 353850

8 pilasters, buttresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies Sqm 30 927.25 27817.5

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 300 736.4 220920

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 180 961.3 173034

5.33S DESIGN MIX CONCRETE

CKP-DIVN-ENGG/SOUTH EASTERN 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

5.33.1.1 Concrete of M25 grade with minimum cement cum 14 9504.75 133066.5

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 56 9860.4 552182.4

content of 330 kg /cum

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:

6.26S EXPOSED BRICK WALL

Brick work with non modular fly ash bricks

conforming to IS:12894, class designation 10

6.34 average compressive strength in super

structure above plinth level up to floor V level

6.47 Providing and laying Autoclaved Aerated cum 160 8333.65 1333384

Concrete (AAC) blocks masonry with 150 mm

to 300 mm thick with Grade -1 AAC blocks of

density 551 to 650 kg/cum conforming to IS:

2185 (Part 3) in super structure above plinth

16 level up to floor V level with RCC band at sill

level and lintel level with approved block

laying polymer modified adhesive mortar all

complete as per direction of Engineer-in-

Charge. (The payment of RCC band and

reinforcement shall be made for separately).

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.

9.20.1 35 mm thick including ISI marked Stainless Sqm 70 3473.85 243169.5

Steel butt hinges with necessary screws

ANODISED ALUMINIUM FITTINGS (ALL FITTINGS

SHALL BE ISI MARKED)

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 :

9.105S GYPSUM BOARD PARTITIONS

CKP-DIVN-ENGG/SOUTH EASTERN RLY

9.119 Providing and fixing factory made P.V.C. door Metre 36 492.7 17737.2

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

19 profiles to 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.

Providing and fixing factory made panel PVC

door shutter consisting of frame made out of

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

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

top & bottom rails. M.S. frame shall have a

coat of steel primers of approved make and

manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30

mm thickness, 70 mm width out of which 50

mm shall be flat and 20 mm shall be tapered

in 45 degree angle on both side forming styles

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

which 75mm shall be flat and 20 mm shall be

tapered in 45 degree on the inner side to form

top and bottom rail and 115 mm wide PVC

sheet out of which 75 mm shall be flat and 20

mm shall be tapered on both sides to form lock

rail. Top, bottom and lock rails shall be

provided both side of the panel. 10 mm (5 mm

x 2 ) thick, 20 mm wide cross PVC sheet be

provided as gap insert for top rail & bottom

rail, 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.

Providing and fixing bright /matt finished

9.165 Stainless Steel handles of approved quality &

make with necessary screws etc all complete.

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 2650 133.7 354305

in built up sections, trusses and framed work,

22 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

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.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

10.28 Providing and fixing stainless steel ( Grade Kg 30 772.4 23172

304) 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

24 necessary 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

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 50 1096.55 54827.5

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., complete.

11.37A Providing and fixing 1st quality ceramic glazed Sqm 80 1112.7 89016

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 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 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

11.41A grey cement slurry @3.3 kg/sqm including

grouting the joints with white cement and

matching pigments etc. The tiles must be cut

with the zero chipping diamond cutter only .

Laying of tiles will be done with the notch

trowel, plier, wedge, clips of required

thickness, leveling system and rubber mallet

for placing the tiles gently and easily.

Double charge vitrified tile polished finish of

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

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

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Providing and fixing false ceiling at all height

including providing and fixing of frame work

made of special sections, power pressed from

M.S. sheets and galvanized with zinc coating of

120 gms/sqm (both side inclusive) as per IS :

277 and consisting of angle cleats of size 25

mm wide x 1.6 mm thick with flanges of 27

mm and 37 mm, at 1200 mm centre to centre,

one flange fixed to the ceiling with dash

fastener 12.5 mm dia x 50 mm long with 6

mm dia bolts, other flange of cleat fixed to the

angle hangers of 25x10x0.50 mm of required

length with nuts & bolts of required size and

other end of angle hanger fixed with

intermediate G.I. channels 45x15x0.9 mm

running at the spacing of 1200 mm centre to

centre, to which the ceiling section 0.5 mm

thick bottom wedge of 80 mm with tapered

flanges of 26 mm each having lips of 10.5 mm,

at 450 mm centre to centre, shall be fixed in a

direction perpendicular to G.I. intermediate

channel with connecting clips made out of 2.64

mm dia x 230 mm long G.I. wire at every

junction, including fixing perimeter channels

0.5 mm thick 27 mm high having flanges of 20

mm and 30 mm long, the perimeter of ceiling

fixed to wall/partition with the help of rawl

plugs at 450 mm centre, with 25mm long dry

wall screws @ 230 mm interval, including

fixing of gypsum board to ceiling section and

perimeter channel with the help of dry wall

screws of size 3.5 x 25 mm at 230 mm c/c,

including jointing and finishing to a flush finish

of tapered and square edges of the board with

recommended jointing compound , jointing

tapes , finishing with jointing compound in 3

layers covering upto 150 mm on both sides of

joint and two coats of primer suitable for

board, all as per manufacturer's specification

and also including the cost of making openings

for light fittings, grills, diffusers, cutouts made

with frame of perimeter channels suitably

fixed, all complete as per drawings,

specification and direction of the Engineer in

Charge but excluding the cost of painting with

12.45.2 12.5 mm thick tapered edge Glass Reinforced Sqm 350 1520.1 532035

Gypsum (GRG) board conforming to IS: 2095-

(Part 3):1996 (Boards with BIS certification

Providing & fixing at all heights, levels and

locations Mill finish Aluminium alloy roofing

sheets of alloy IS designation 31500, temper

Hx8 conforming to IS 737 and dimensions as

per IS code 2676 with characteristics of good

formability and corrosion resistance. The

profile sheets shall be fixed to truss members

in slope or required pitch or curvature with

Hex cap headed self drilling/tapping Stainless

steel screws M6, 50 mm long with 3 mm EPDM

seal washer etc. all inclusive of labour,

scaffolding, T&P and sundries etc. complete as

per directions of the Engineer-In-Charge. (Cost

of truss/frame work shall be paid separately).

12.64.1 0.56 mm, Aluminium troughed profile with Sqm 515 1034.1 532561.5

center to center pitch of 200 mm, depth of 32

mm, overall profile width1092 mm, cover

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Providing and fixing of Pre-coated colour or

mill finish Aluminium Roofing Accessories in

0.71 mm thickness ,Alloy 31500 (IS

designation) [Aluminium Alloy (AA) 3004 (ISO

designation)] For colour, coating shall be 5-7

microns epoxy primer on both sides of the

sheet and polyester top coat 15-18 microns,

using self drilling/tapping SS screws of size 6 x

50 mm with 3 mm thick EPDM seal and SS

plain washer complete :

12.66.1 Precoated/mill finish aluminium Ridges plain Metre 36 1066.2 38383.2

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.4S CEMENT PLASTER (IN COARSE SAND)

15 mm cement plaster on 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 1180 262.7 309986

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

13.41 50 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 1170 185.65 217210.5

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 50 116.9 5845

Finishing walls with Premium Acrylic Smooth

13.47 exterior paint with Silicone additives of

required shade:

13.47.1 New work (Two or more coats applied @ 1.43 Sqm 330 171.1 56463

37 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

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 400 193.7 77480

38 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

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.

(including equivalent design mix)

CKP-DIVN-ENGG/SOUTH EASTERN RLY

15.60 Disposal of building rubbish / malba / similar cum 70 263.95 18476.5

unserviceable, dismantled or waste materials

by mechanical means, including loading,

41 transporting, unloading to approved municipal

dumping ground or as approved by Engineer-

in-charge, beyond 50 m initial lead, for all

leads including all lifts involved.

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

17.1 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

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

42 of size 580x440 mm with integral type foot

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

17.2 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

17.2.1 W.C. pan with ISI marked white solid plastic Each 2 6515.55 13031.1

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

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 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

21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or Kg 160 495.05 79208

45 dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

CKP-DIVN-ENGG/SOUTH EASTERN 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 100 598.6 59860

46 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

21.3.1 With float glass panes of 4.0 mm thickness Sqm 35 1176.8 41188

(weight not less than 10kg/sqm)

Schedule B-Execution of all works as per CPWD DSR 2023-Ver-1) (For Supply of Reinforcement steel

Item- 1 Execution of all works as per CPWD DSR 2023-Ver-1) (For Supply of Reinforcement steel )

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

5.0 REINFORCEMENT CEMENT CONCRETE

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 2000 107.85 215700

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 17650 107.85 1903552.5

Fe-500D or more.