Construction of a loop line for 3rd line in TALABURU(TABU) station yard under the jurisdiction of Sr. DEN (South)/CKP.

Item- 1 Detail cost for extension of Bridge No. 50 by 20M

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

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

1 025082 Thermo-Mechanically Treated bars of grade Kg 25000.00 97.13 2428250.00

Fe-500D or more of approved

Schedule Schedule C-Execution of all works as per items of USSOR - 2021 -3 VER.-1 (For Supply of Cement)

Item- 1 Detail cost for extension of Bridge No. 50 by 20M

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

Supply and using Cement at Worksite

approved brands/makes

Schedule Schedule D-Execution of all works as per items of CPWD DSR 2021 (Except Reinforcement steel)

Item- 1 Detail cost for extension of existing FOB by 20M

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

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on

plan) including getting out and disposal of

excavated earth lead upto 50 m and lift

upto 1.5 m, as directed by Engineer-in-

2.27 Supplying and filling in plinth with sand cum 10 2161.2 21612

2 under 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 plinth level :

CKP-DIVN-ENGG/SOUTH EASTERN RLY

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

derived from natural sources : 6 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.0 REINFORCED 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

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

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 120 307.95 36954

etc. for mass concrete

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 30 804.25 24127.5

5.12S PRE-CAST RCC

5.16 Providing, hoisting and fixing above plinth cum 15 18644.6 279669

level up to floor five level precast

reinforced cement concrete in shelves,

including setting in cement mortar 1:3

(1cement : 3 coarse sand), cost of required

centering, shuttering and finishing with

neat cement punning on exposed surfaces

but , excluding the cost of 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).

5.33S 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

w o r k ; u s i n g coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland

/Portland Slag c e m e n t , admixtures in

recommended proportions as per IS: 9103

to 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. Note: Extra cement up to 10%

of the minimum specified cement content

in design mix shall be payable separately.

In case the cement content in design mix is

more than 1.10 times of the specified

minimum cement content, the contractor

shall have discretion to either re-design the

mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

cement content of 330 kg /cum

All works above plinth level upto floor V

cement content of 330 kg /cum

6.0 MASONRY WORK

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

6.1 (non 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

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

designation 7.5 in superstructure above

plinth level up to floor V level.

10.0 STEEL WORK

Steel work in built up tubular (round,

square or rectangular hollow tubes etc.)

trusses etc., including cutting, hoisting,

10.16 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 200 612.25 122450

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, i/c fixing the

railing with necessary accessories &

16 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

11.0 FLOORING

11.41S VITRIFIED FLOOR TILES

Providing and laying flamed finish 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)

11.55 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 :

11.55.1 Flamed finish granite stone slab Jet Black, Sqm 200 2589.9 517980

17 Cherry Red, Elite Brown, Cat Eye or

12.0 ROOFING

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain

12.42 water pipes conforming to IS : 13592 Type

A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm

gap for thermal expansion.

12.50 Providing and fixing precoated galvanised Sqm 200 671.55 134310

iron profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) 0.50 mm (+ 0.05 %) total coated

thickness 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.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Providing and fixing precoated galvanised

steel sheet roofing accessories 0.50 mm

(+0.05 %) total coated thickness, 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 :

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even

15.0 DISMANTLING AND DEMOLISHING

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 (i/c cum 2 2007.1 4014.2

equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 5 2928.1 14640.5

mechanical means including stacking of

23 steel 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.

Item- 2 Detail cost for signal goomty.

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

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on

plan) including getting out and disposal of

excavated earth lead upto 50 m and lift

upto 1.5 m, as directed by Engineer-in-

2.25A Excavating, supplying and filling of local cum 40 368.65 14746

earth (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. complete.

2.27 Supplying and filling in plinth with sand cum 4 2161.2 8644.8

3 under 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 plinth level :

CKP-DIVN-ENGG/SOUTH EASTERN RLY

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)

Centering and shuttering including

4.3 strutting, propping etc. and removal of

form work for :

6 4.3.1 Foundations, footings, bases for columns Sqm 10 307.95 3079.5

4.10S DAMP-PROOF COURSE

4.11 Providing and laying damp-proof course Sqm 15 452.25 6783.75

50mm thick with cement concrete 1:2:4 (1

cement : 2 coarse sand(zone-III) derived

from natural sources : 4 graded stone

aggregate 20mm nominal size derived

from natural sources).

5.0 REINFORCED 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

III) 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, columns, pillars, piers,

abutments, posts and struts etc. above

plinth level up to floor five level, excluding

cost of centering, shuttering, finishing and

reinforcement :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.3 Reinforced cement concrete work in cum 12 10719.3 128631.6

beams, 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 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

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 30 307.95 9238.5

etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, Sqm 85 766.55 65156.75

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 55 608.35 33459.25

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 40 804.25 32170

CKP-DIVN-ENGG/SOUTH EASTERN RLY

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 1 9673.5 9673.5

level up to floor five level precast

reinforced cement concrete work in string

courses, bands, copings, bed plates,

anchor blocks, plain window sills and the

15 like, including the cost of required

centering, shuttering but , excluding cost of

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).

6.0 MASONRY WORK

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

6.1 (non 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

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

designation 7.5 in superstructure above

plinth level up to floor V level.

9.0 WOOD AND P.V.C. WORK

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

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

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium tower bolts,

ISI marked, anodised (anodic coating not

less than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or

shade, with necessary screws etc.

9.105S GYPSUM BOARD PARTITIONS

Providing and fixing bright /matt finished

Stainless Steel handles of approved quality

& make with necessary screws etc all

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or Kg 100 111.95 11195

welded in built up sections, trusses and

22 framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all complete.

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming

coat of approved steel primer using

structural steel etc. as required.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

10.25.2 In gratings, frames, guard bar, ladder, Kg 625 142.3 88937.5

railings, brackets, gates and similar works

11.0 FLOORING

Providing and fixing 10 mm thick acid

and/or alkali resistant tiles of approved

make and colour using acid and/or alkali

11.21 resisting mortar bedding, and joints filled

with acid and/or alkali resisting cement as

per IS : 4457, complete as per the direction

of Engineer-in- Charge.

In flooring on a bed of 10 mm thick mortar

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

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 grey

11.41A 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

Glazed Vitrified tiles Matt/Antiskid finish of

Providing and laying Vitrified tiles in

different sizes (thickness to be specified by

manufacturer), with water absorption less

than 0.08 % and conforming to I.S. 15622,

of approved make, in all colours & shade,

11.46 in skirting, riser of steps, over 12 mm thick

bed of cement mortar 1:3 (1 cement: 3

coarse sand), jointing with grey cement

slurry @ 3.3 kg/ sqm including grouting the

joint with white cement & matching

pigments etc. complete.

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:

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris Sqm 200 214.3 42860

putty of 2 mm thickness over plastered

surface to prepare the surface even and

smooth complete.

Distempering with 1st quality acrylic

distemper (ready mixed) having VOC

content less than 50 gms/litre, of approved

manufacturer, of required shade and

colour complete, as per manufacturer's

CKP-DIVN-ENGG/SOUTH EASTERN RLY

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.44.1 New work (Two or more coats applied @ Sqm 110 97.6 10736

3.84 kg/10 sqm)

Finishing with Deluxe Multi surface paint

system for interiors and exteriors using

Primer as per manufacturers specifications

13.48.3 Painting Steel work with Deluxe Multi Sqm 60 140.05 8403

Surface Paint to give an even shade. Two

or more coat applied @ 0.90 ltr/10 sqm

over an under coat of primer applied @

0.80 ltr/10 sqm of approved brand and

15.0 DISMANTLING AND DEMOLISHING

15.3 Demolishing R.C.C. work manually/ by cum 15 2928.1 43921.5

mechanical means including stacking of

33 steel 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.

26.0 NEW TECHNOLOGIES AND MATERIALS

26.72 Providing and laying 60mm thick factory Sqm 30 757 22710

made cement concrete paver block of

approved shape and colour of M -30 grade

made of C&D waste by block making

35 machine with vibratory compaction laid in

required pattern and including over 50mm

thick compacted bed of coarse sand, filling

the joints with fine sand etc. all complete

as per the direction of Engineer-in-charge.

Schedule Schedule E-Execution of all works as per items of CPWD DSR 2021 (For Reinforcement steel)

Item- 1 Detail cost for extension of existing FOB by 20M

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

5.0 REINFORCED 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 level.

5.22.6 Thermo-Mechanically Treated bars of grade Kg 11000 89.65 986150

Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 5000 89.65 448250

Fe-500D or more.

Item- 2 Detail cost for signal goomty.

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

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Kg 1300 89.65 116545

Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 2400 89.65 215160

Fe-500D or more.