TVC Division - Improvements to Goods shed at TCR,CKI, AFK, AWY & KLMR

A-List of items of works covered by the CPWD Delhi Schedule of Rates 2021

B-List of items of works that are not covered by the CPWD Delhi Schedule of

A1-List of items of works covered by the CPWD Delhi Schedule of Rates 2021 (

II ) except reinforcement steel.

Item- 1 SW-I : Goods Shed work at TCR,CKI, AFK, AWY & KLMR

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

1.0 CARRIAGE OF MATERIALS

By Manual Labour including loading, unloading and

stacking for lead less than 0.50 KM

1.2.2.1 Cost of carriage including loading, unloading & cum 164 234.05 38384.2

stacking for first 50 metres

1.2.2.2 Every additional lead of 50m or part thereof cum- 75 50.96 3822

beyond1st 50 m upto 9 such additional lead lead

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-charge.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN 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), including dressing of sides and

ramming of bottoms, lift upto 1.5 m, including

getting out the excavated soil and disposal of

surplus excavated soil as directed, within a lead of

Close timbering in trenches including strutting,

shoring and packing cavities (wherever required)

complete. (Measurements to be taken of the face

area timbered).

6 2.16.2 Depth exceeding 1.5 m but not exceeding 3 m Sqm 775 145.55 112801.25

2.25 Filling available excavated earth (excluding rock) in cum 355 253.95 90152.25

trenches, plinth, sides of foundations etc. in layers

7 not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

2.25A Excavating, supplying and filling of local earth cum 75 368.65 27648.75

(including royalty) by mechanical transport upto a

8 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.

Extra for every additional lift of 1.5 m or part

2.26 thereof in excavation / banking excavated or

stacked materials.

2.27 Supplying and filling in plinth with sand under floors, cum 29 2161.2 62674.8

10 including watering, ramming, consolidating and

dressing complete.

2.31 Clearing jungle including uprooting of rank Sqm 1000 14.5 14500

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

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete of

4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 6 6833.4 41000.4

12 from natural sources : 6 graded stone aggregate 20

mm nominal size derived from natural sources)

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 1055 6670.25 7037113.75

13 from natural sources: 6 graded stone aggregate 40

mm nominal size derived from natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

14 4.3.1 Foundations, footings, bases for columns Sqm 37 307.95 11394.15

4.10S DAMP-PROOF COURSE

4.10 Providing and laying damp-proof course 40mm thick Sqm 50 370.85 18542.5

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

15 sand (zone-III) derived from natural sources: 4

graded stone aggregate 12.5mm nominal size

derived from natural sources)

4.11 Providing and laying damp-proof course 50mm thick Sqm 50 452.25 22612.5

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

16 sand(zone-III) derived from natural sources : 4

graded stone aggregate 20mm nominal size derived

from natural sources).

4.12 Extra for providing and mixing water proofing Per bag 520 57.15 29718

material in cement concrete work in doses by of

weight of cement as per manufacturer's cement

specification. of 50kg

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

4.13 Providing & applying a coat of residual petroleum Sqm 50 113.85 5692.5

bitumen of grade of VG-10 of approved quality using

18 1.7kg per square metre on damp proof course after

cleaning the surface with brushes and finally with

apiece of cloth lightly soaked in kerosene oil.

4.14S MISCELLANEOUS

Providing and laying in position ready mixed or site

batche d design mix cement concrete for plain

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 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

and finishing 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 110% of the minimum specified

cement content, the contractor shall have discretion

to either re-design the mix or bear the cost of extra

4.20.1 All works upto plinth level :

4.20.1.4 Concrete of M25 grade with minimum cement cum 10 8599.5 85995

content of 300 kg /cum

4.20.2 All works above plinth and upto floor V level :

4.20.2.4 Concrete of M25 grade with minimum cement cum 10 10221.85 102218.5

content of 300 kg /cum

5.0 REINFORCED 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. for Sqm 225 307.95 69288.75

5.9.2 Walls (any thickness) including attached pilasters, Sqm 10 669.55 6695.5

butteresses, plinth and string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and Sqm 335 766.55 256794.25

access platform

5.9.5 Lintels, beams, plinth beams, girders, bressumers Sqm 614 608.35 373526.9

and cantilevers

26 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 208 804.25 167284

27 5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 10 657.75 6577.5

5.9.16 Edges of slabs and breaks in floors and walls

5.9.19 Weather shade, Chajjas, corbels etc., including Sqm 52 814.95 42377.4

Extra for additional height in centering, shuttering

where ever required with adequate bracing,

propping etc., including cost of de-shuttering and

decentering at all levels, over a height of 3.5 m, for

every additional height of 1 metre or part thereof

(Plan area to be measured).

5.11.1 Suspended floors, roofs, landing, beams and Sqm 10 319.25 3192.5

balconies (Plan area to be measured)

5.12S PRE-CAST RCC

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

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

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).

Providing precast cement concrete Jali 1:2:4 (1

cement : 2 coarse sand(zone-III) : 4 graded stone

aggregate 6mm nominal size ), reinforced with 1.6

mm dia mild steel wire, including centering and

shuttering, roughening cleaning, fixing and finishing

in cement mortar 1:3 (1 cement: 3 fine sand) etc.

complete, excluding plastering of the jambs, sills

5.23S MISCELLANEOUS

5.28 Providing and fixing in position 12mm thick bitumen per cm 4198 567.25 2381315.5

impregnated fiber board conforming to IS: 1838, depth

including cost of primer, sealing compound Grade-A per

in expansion joints. 100m

Providing and fixing sheet covering over expansion

joints with iron screws as per design.

5.30 Add for plaster drip course/ groove in plastered Metre 20 64.7 1294

surface or moulding to R.C.C. projections.

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

S l a g 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

5.33.1.1 Concrete of M25 grade with minimum cement cum 65 8683.8 564447

content of 330 kg /cum

5.35 Add for using extra cement in the items of design Quintal 215 688.45 148016.75

37 mix over and above the specified cement content

6.0 MASONRY WORK

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 F.P.S.

6.13 (non modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V level.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

6.15 Extra for providing and placing in position 2 Nos Sqm 980 86.45 84721

42 6mm dia. M.S. bars at every third course of half

7.0 STONE WORK

7.1S RANDOM RUBBLE MASONRY

Random rubble masonry with hard stone in

foundation and plinth including levelling up with

7.1 cement concrete 1:6:12 (1 cement : 6 coarse sand :

12 graded stone aggregate 20 mm nominal size)

upto plinth level with :

8.0 CLADDING WORK

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

8.2 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 of

edges to give high gloss finish etc. complete at all

8.2.2 Granite stone slab of colour black, Cherry/Ruby red

Providing edge moulding to 18 mm thick marble

stone counters, Vanities etc., including machine

8.3 polishing to edge to give high gloss finish etc.

complete as per design approved by Engineer-in-

8.5 Extra for providing opening of required size & shape Each 10 808.15 8081.5

for wash basin/ kitchen sink in kitchen platform,

vanity counter and similar location in marble/

Granite/ stone work, including necessary holes for

pillar taps etc. including moulding, rubbing and

polishing of cut edges etc. complete.

Stone tile (polished) work for wall lining over 12 mm

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

sand) and cement slurry @ 3.3 kg/sqm including

pointing in white cement complete.

8.9.1 8mm thick

Providing and fixing 75mm high, 50mm deep and

18mm thick stone slab table rubbed, edges rounded

and polished, fixed in urinal partitions by cutting a

chase of appropriate width with chase cutter and

8.10 embedding the stone in the chase with epoxy grout

or with cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 6 mm nominal

size) as per direction of Engineer-in-charge and

finished smooth.

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed wall Sqm 1562 1063.45 1661108.9

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.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

8.32 Designing, fabricating, testing, installing and fixing Sqm 10 4474.2 44742

in position Curtain Wall with Aluminium Composite

Panel Cladding, with open grooves for linear as well

as curvilinear portions of the building , for all heights

and all levels etc. including: (a) Structural analysis &

design and preparation of shop drawings for

pressure equalisation or rain screen principle as

required, proper drainage of water to make it

watertight including checking of all the structural

and functional design. (b) Providing, fabricating and

supplying and fixing panels of aluminium composite

panel cladding in pan shape in metalic colour of

approved shades made out of 4mm thick aluminium

composite panel material consisting of 3mm thick

FR grade mineral core sandwiched between two

Aluminium sheets (each 0.5mm thick). The

aluminium composite panel cladding sheet shall be

coil coated, with Kynar 500 based PVDF / Lumiflon

based fluoropolymer resin coating of approved

colour and shade on face # 1 and polymer (Service)

coating on face # 2 as specified using stainless steel

screws, nuts, bolts, washers, cleats, weather silicone

sealant, backer rods etc. (c) The fastening brackets

of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to

arrest the wind load movement, fasteners, SS 316

Pins and anchor bolts of approved make in SS 316,

Nylon separators to prevent bi-metallic contacts all

complete required to perform as per specification

and drawing The item includes cost of all material &

labour component, the cost of all mock ups at site,

cost of all samples of the individual components for

testing in an approved laboratory, field tests on the

assembled working curtain wall with aluminium

composite panel cladding, cleaning and protection

of the curtain wall with aluminium composite panel

cladding till the handing over of the building for

occupation. Base frame work for ACP cladding is

payable under the relevant aluminium item.s The

Contractor shall provide curtain wall with aluminium

composite panel cladding, having all the

performance characteristics all complete , as per

the Architectural drawings, as per item description,

as specified, as per the approved shop drawings and

as directed by the Engineer-in-Charge. However, for

the purpose of payment, only the actual area on the

external face of the curtain wall with Aluminum

Composite Panel Cladding (including width of

groove) shall be measured in sqm. up to two

decimal places.

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

Providing and fixing panelled or panelled and glazed

shutters for doors, windows and clerestory windows,

fixing with butt hinges of required size with

9.5 necessary screws, excluding panelling which will be

paid for separately, all complete as per direction of

Engineer-in-charge. (Note:- Butt hinges and

necessary screws shall be paid separately)

9.5.2 Kiln seasoned and chemically treated hollock wood

Providing and fixing panelling or panelling and

glazing in panelled or panelled and glazed shutters

for doors, windows and clerestory windows (Area of

9.7 opening for panel inserts excluding portion inside

grooves or rebates to be measured). Panelling for

panelled or panelled and glazed shutters 25 mm to

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

54 9.7.2 Kiln seasoned and chemically treated hollock wood Sqm 20 2039.8 40796

9.7.7 Float glass panes

9.7.7.2 5.0 mm thick glass panes (weight not less than Sqm 130 2231.2 290056

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing chromium plated brass curtain

rod having wall thickness of 1.25mm with two

9.46 chromium plated brass brackets fixed with C.P.

brass screws and PVC sleeves etc., wherever

necessary complete :

Providing and fixing M.S. grills of required pattern in

frames of windows etc. with M.S. flats, square or

round bars etc. including priming coat with

approved steel primer all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs Kg 1750 197.7 345975

Providing and fixing fly proof galvanized M.S. wire

gauge to windows and clerestory windows using

9.51 wire gauge with average width of aperture 1.4 mm

in both directions with wire of dia 0.63 mm all

9.53 Providing 40x5 mm flat iron hold fast 400 mm long Each 76 194.35 14770.6

including fixing to frame with 10 mm diameter bolts,

nuts and wooden plugs and embedding in cement

concrete block 300x100x150 mm 1:3:6 mix (1

cement : 3 coarse sand : 6 graded stone aggregate

20mm nominal size).

COPER OXIDISED MILD STEEL FITTINGS (COPPER

OXIDISED AS PER IS: 1378)

Providing and fixing ISI marked oxidised M.S. sliding

9.62 door bolts with nuts and screws etc. complete :

(copper oxidized as per IS: 1378)

Providing and fixing ISI marked oxidised M.S. tower

9.63 bolt black finish, (Barrel type) with necessary screws

etc. complete : (copper oxized as per IS: 1378)

9.70S STAINLESS STEEL FITTINGS

Providing and fixing IS : 12817 marked stainless

9.70 steel butt hinges with stainless steel screws etc.

9.72S BRASS FITTINGS

9.76 Providing and fixing bright finished brass 100 mm Each 21 723.8 15199.8

mortice latch and lock with 6 levers and a pair of

lever handles of approved quality with necessary

screws etc. complete.

9.83 Providing and fixing aluminium die cast body tubular Each 21 1025.65 21538.65

type universal hydraulic door closer (having brand

logo with ISI, IS : 3564, embossed on the body, door

weight upto 35 kg and door width upto 700 mm),

with necessary accessories and screws etc.

ANODISED ALUMINIUM FITTINGS (ALL FITTINGS

SHALL BE ISI MARKED)

Providing and fixing aluminium handles, ISI marked,

anodised (anodic coating not less than grade AC 10

9.100 as per IS : 1868) transparent or dyed to required

colour or shade, with necessary screws etc.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

Providing and fixing aluminium hanging floor door

stopper, ISI marked, anodised (anodic coating not

9.101 less than grade AC 10 as per IS : 1868) transparent

or dyed to required colour and shade, with

necessary screws etc. complete.

9.102 Providing and fixing aluminium casement stays, ISI Each 15 64.55 968.25

marked, anodised (anodic coating not less than

71 grade AC 10 as per IS : 1868) transparent or dyed to

required colour and shade, with necessary screws

9.105S GYPSUM BOARD PARTITIONS

9.121 Providing and fixing Fiber Glass Reinforced plastic Metre 650 702.6 456690

(FRP) Door Frames of cross-section 90 mm x 45 mm

having single rebate of 32 mm x 15 mm to receive

shutter of 30 mm thickness. The laminate shall be

moulded with fire resistant grade unsaturated

72 polyester resin and chopped mat. Door frame

laminate shall be 2mm thick and shall be filled with

suitable wooden block in all the three legs. The

frame shall be covered with fiber glass from all

sides. M.S. stay shall be provided at the bottom to

steady the frame.

9.122 Providing and fixing to existing door frames.

9.122.1 30 mm thick Glass Fibre Reinforced Plastic (FRP) Sqm 190 3496.75 664382.5

panelled door shutter of required colour and

approved brand and manufacture, made with fire -

retardant grade unsaturated polyester resin,

moulded to 3 mm thick FRP laminate for forming

hollow rails and styles, with wooden frame and

suitable blocks of seasoned wood inside at required

places for fixing of fittings, cast monolithically with 5

mm thick FRP laminate for panels conforming to IS:

14856, including fixing to frames.

Providing and fixing wire gauge shutters using

stainless steel grade 304 wire gauge with wire of dia

9.134 0.5 mm and average width of aperture 1.4 mm in

both directions for doors, windows and clerestory

windows with necessary screws :

Providing and fixing factory made uPVC white colour

casement/casement cum fixed glazed windows

comprising of uPVC multi-chambered frame, sash

and mullion (where ever required) extruded profiles

duly reinforced with 1.60 +/- 0.2 mm thick

galvanized mild steel section made from roll forming

process of required length (shape & size according

to uPVC profile), uPVC extruded glazing beads of

appropriate dimension, EPDM gasket, stainless steel

(SS 304 grade) friction hinges, zinc alloy (white

powder coated) casement handles, G.I fasteners

100 x 8 mm size for fixing frame to finished wall,

plastic packers, plastic caps and necessary stainless

steel screws etc. Profile of frame & sash shall be

mitred cut and fusion welded at all corners, mullion

(if required) shall be also fusion welded including

drilling of holes for fixing hardware's and drainage

of water etc. After fixing frame the gap between

frame and adjacent finished wall shall be filled with

weather proof silicon sealant over backer rod of

required size and of approved quality, all complete

as per approved drawing & direction of Engineer-in-

Charge. (Single / double glass panes and silicon

sealant shall be paid separately). Variation in profile

dimension in higher side shall be accepted but no

extra payment on this account shall be made.

9.147A.1 Casement window single panel with S.S. friction Sqm 10 10443.75 104437.5

hinges (300 x 19 x 1.9 mm), made of (small series)

frame 47 x 50 mm & sash 47 x 68 mm both having

wall thickness of 1.9 +/- 0.2 mm and single glass

pane glazing bead of appropriate dimension. (Area

of window upto 0.75 sqm.)

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

Providing and fixing factory made uPVC white colour

fixed glazed windows/ventilators comprising of uPVC

multi-chambered frame and mullion (where ever

required) extruded profiles duly reinforced with 1.60

+/- 0.2 mm thick galvanized mild steel section made

from roll forming process of required length (shape

& size according to uPVC profile), , uPVC extruded

glazing beads of appropriate dimension, EPDM

gasket, G.I fasteners 100 x 8 mm size for fixing

frame to finished wall, plastic packers, plastic caps

and necessary stainless steel screws etc. Profile of

frame shall be mitred cut and fusion welded at all

corners, mullion (if required) shall be also fusion

welded including drilling of holes for fixing

hardware's and drainage of water etc. After fixing

frame the gap between frame and adjacent finished

wall shall be filled with weather proof silicon sealant

over backer rod of required size and of approved

quality, all complete as per approved drawing &

direction of Engineer-in-Charge. (Single / double

glass panes and silicon sealant shall be paid

separately). Variation in profile dimension in higher

side shall be accepted but no extra payment on this

account shall be made.

9.147B.1 Fixed window / ventilator made of (small series) Sqm 55 7249.9 398744.5

frame 47 x 50 mm & mullion 47 x 68 mm both

75 having wall thickness of 1.9 +/- 0.2 mm and single

glazing bead of appropriate dimension. (Area upto

Providing and fixing factory made uPVC white colour

sliding glazed window upto 1.50 m in height

dimension comprising of uPVC multi-chambered

frame with in-built roller track and sash extruded

profiles duly reinforced with 1.60 +/- 0.2 mm thick

galvanized mild steel section made from roll forming

process of required length (shape & size according

to uPVC profile), appropriate dimension of uPVC

extruded glazing beads and uPVC extruded

interlocks, EPDM gasket, wool pile, zinc alloy (white

powder coated) touch locks with hook, zinc alloy

body with single nylon rollers (weight bearing

capacity to be 40 kg), G.I fasteners 100 x 8 mm size

9.147D for fixing frame to finished wall and necessary

stainless steel screws etc. Profile of frame & sash

shall be mitred cut and fusion welded at all corners,

including drilling of holes for fixing hardware's and

drainage of water etc. After fixing frame the gap

between frame and adjacent finished wall shall be

filled with weather proof silicon sealent over backer

r o d of required size and of approved quality, all

complete as per approved drawing & direction of

Engineer-in-Charge. (Single / double glass panes,

wire mesh and silicon sealent shall be paid

separately). Variation in profile dimension in higher

side shall be accepted but no extra payment on this

account shall be made.

9.147D.2 Three track three panels sliding window with fly Sqm 85 10030.3 852575.5

proof SS wire mesh (Two nos. glazed & one no. wire

mesh panels) made of (small series) frame 92 x 44

76 mm & sash 32 x 60 mm both having wall thickness

of 1.9 +/- 0.2 mm and single glazing bead of

appropriate dimension (Area of window upto 1.75

Providing and fixing bright /matt finished Stainless

9.165 Steel handles of approved quality & make with

necessary screws etc all complete.

10.0 STEEL WORK

10.1 Structural steel work in single section, fixed with or Kg 12971 93.05 1206951.55

without connecting plate, including cutting, hoisting,

fixing in position and applying a priming coat of

approved steel primer all complete.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

10.2 Structural steel work riveted, bolted or welded in Kg 90580 111.95 10140431

built up sections, trusses and framed work,

79 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all

Supplying and fixing rolling shutters of approved

make, made of required size M.S. laths, interlocked

together through their entire length and jointed

together at the end by end locks, mounted on

specially designed pipe shaft with brackets, side

guides and arrangements for inside and outside

locking with push and pull operation complete,

including the cost of providing and fixing necessary

27.5 cm long wire springs manufactured from high

tensile steel wire of adequate strength conforming

to IS: 4454 - part 1 and M.S. top cover of required

thickness for rolling shutters.

81 10.7 Providing and fixing ball bearing for rolling shutters. Each 44 424.2 18664.8

10.17 Providing and fixing M.S. fan clamp type I or II of 16 Each 25 185.95 4648.75

mm dia M.S. bar, bent to shape with hooked ends in

82 R.C.C. slabs or beams during laying, including

painting the exposed portion of loop, all as per

standard design complete.

10.19 Providing and fixing mild steel round holding down Kg 2382 88.5 210807

bolts with nuts and washer plates complete.

11.0 FLOORING

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

sand : 4 graded stone aggregate) finished with a

11.3 floating coat of neat cement, including cement

slurry, but excluding the cost of nosing of steps etc.

11.3.1 40 mm thick with 20 mm nominal size stone Sqm 1035 545 564075

11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 cum 10 7958.65 79586.5

85 coarse sand : 4 graded stone aggregate 20 mm

nominal size), including finishing complete.

11.8 Extra for making chequers of approved pattern on Sqm 10 69.3 693

86 cement concrete floors, steps, landing, pavements

11.16S TILE FLOORING

Chequered terrazo tiles 22 mm thick with graded

marble chips of size up to 6 mm in floors, jointed

with neat cement slurry mixed with pigment to

match the shade of the tiles, including rubbing and

polishing complete, on 20 mm thick bed of cement

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

11.19.2 Medium shade pigment using 50% white cement, Sqm 10 1312.1 13121

50% ordinary cement

11.26S KOTA STONE FLOORING

Kota stone slab flooring over 20 mm (average) thick

base laid over and jointed with grey cement slurry

11.26 mixed with pigment to match the shade of the slab,

including rubbing and polishing complete with base

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

11.37S CERAMIC GLAZED TILES

11.39 Providing and laying rectified Glazed Ceramic floor Sqm 50 1142.8 57140

tiles of size 300x300 mm or more (thickness to be

specified by the manufacturer), of 1st quality

conforming to IS : 15622, of approved make, in

89 colours 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 grouting the joints with white

cement and matching pigments etc., complete.

11.41S VITRIFIED FLOOR TILES

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

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

11.41 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., complete.

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

11.41A sand) jointing with 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.

11.41A.1 Double charge vitrified tile polished finish of size

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

Providing and laying Vitrified 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 brand & manufacturer, in all

colours and shade, in skirting, riser of steps, laid

with cement based high polymer modified quick set

tile adhesive (water based) conforming to IS: 15477,

in average 6 mm thickness, including grouting of

joints (Payment for grouting of joints to be made

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

11.56 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 10 3908.8 39088

Cherry/Ruby Red or equivalent

12.0 ROOFING

12.1S SHEET ROOFING

Providing corrugated G.S. sheet roofing including

vertical / curved surface fixed with polymer coated J

or L hooks, bolts and nuts 8 mm diameter with

bitumen and G.I. limpet washers or with G.I. limpet

washers filled with white lead, including a coat of

12.1 approved steel primer and two coats of approved

paint on overlapping of sheets complete (up to any

pitch in horizontal/ vertical or curved surfaces),

excluding the cost of purlins, rafters and trusses and

including cutting to size and shape wherever

12.1.1 1.00 mm thick with zinc coating not less than 275 Sqm 10 1320.35 13203.5

Providing ridges or hips of width 60 cm overall width

plain G.S. sheet fixed with polymer coated J or L

hooks, bolts and nuts 8 mm dia G.I. limpet and

bitumen washers complete.

12.4.1 0.80 mm thick with zinc coating not less than 275 Metre 10 822.15 8221.5

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

Providing valleys of 90 cm wide overall in plain G.S.

sheet fixed with polymer coated J, or L hooks, bolts

and nuts 8 mm dia G.I. limpet and bitumen washers

12.5.1 1.60 mm thick with zinc coating not less than 350 Metre 10 1370.4 13704

12.8 Providing reinforced by organic fibres and/or Sqm 10 462.1 4621

inorganic synthetic fibres cement 6 mm thick

corrugated sheets (as per IS: 14871) roofing up to

any pitch and fixing with polymer coated J, or L

98 hooks, bolts and nuts 8 mm dia. G.I. plain and

bitumen washers or with self drilling fastener and

EPDM washers etc. complete (excluding the cost of

purlins, rafters and trusses), including cutting

sheets to size and shape wherever required.

12.9 Extra for straight cutting in reinforced by organic Metre 10 76.5 765

fibres and/or inorganic synthetic fibres cement

99 corrugated, semi corrugated 6 mm thick sheet

roofing for making openings of area exceeding 40

square decimeter for chimney stacks, skylights etc.

12.11 Extra for providing and fixing wind ties of 40x 6 mm Metre 10 163.65 1636.5

flat iron section.

Providing and fixing ridges and hips in fibre cement

reinforced by organic fibres and/or inorganic

12.12 synthetic fibres roofing with suitable fixing

accessories or self drilling fastener and EPDM

washer etc. complete.

101 12.12.1 Corrugated serrated adjustable ridges Metre 10 444.75 4447.5

Providing and fixing fibre cement reinforced by

organic fibres and/or inorganic synthetic fibres

roofing accessories in all colours with polymer

12.13 coated J or L hooks, bolts and nuts and or G.I. seam

bolts and nuts, G.I. plain and bitumen washers or

with self drilling fastener and EPDM washer etc.

12.14 Providing flat iron brackets 50x3 mm size with Metre 10 77 770

104 necessary bolts, nuts and washers etc. for fixing

G.S. sheets gutters with purlins.

Painting top of roofs with bitumen of approved

quality @ 17kg per 10 sqm impregnated with a coat

of coarse sand at 60 cudm per 10 sqm, including

cleaning the slab surface with brushes and finally

with a piece of cloth lightly soaked in kerosene oil

12.15.1 With residual type petroleum bitumen of grade VG - Sqm 10 133.15 1331.5

12.20 Providing and laying pressed clay tiles (as per Sqm 1235 620 765700

approved pattern 20 mm nominal thickness of

approved size) on roofs jointed with cement mortar

106 1:4 (1 cement : 4 coarse sand) mixed with 2%

integral water proofing compound, laid over a bed

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

coarse sand) and finished neat complete.

Providing, fixing and embedding sand cast iron

accessories for rain water pipes in the masonry

12.40 surrounded with 12 mm thick cement mortar of the

same mix, as that of masonry (lead caulking will be

paid for separately):

Providing and fixing on wall face unplasticised Rigid

PVC rain water pipes conforming to IS : 13592 Type

12.41 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

12.42 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

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

12.42.5 Bend 87.5 degrees

12.42.6 Shoe (Plain)

Providing and fixing unplasticised -PVC pipe clips of

approved design to unplasticised - PVC rain water

pipes by means of 50x50x50 mm hard wood plugs,

12.43 screwed with M.S. screws of required length,

including cutting brick work and fixing in cement

mortar 1:4 (1 cement : 4 coarse sand) and making

good the wall etc. complete.

12.44 Providing and fixing to the inlet mouth of rain water Each 15 47.9 718.5

112 pipe cast iron grating 15 cm diameter and weighing

not less than 440 grams.

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 37mm, at 1200 mm centre to

centre, one flange fixed to the ceiling with dash

fastener 12.5 mm dia x 50mm long with 6mm 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

12.45 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 180 1286.45 231561

113 Gypsum (GRG) board conforming to IS: 2095- (Part

3):1996 (Boards with BIS certification marks)

Providing & fixing UV stabilised fiberglass reinforced

plastic sheet roofing up to any pitch, including fixing

with polymer coated 'J' or 'L' hooks, bolts & nuts

8mm dia. G.I plain/bitumen washers complete but

excluding the cost of purlins, rafters, trusses etc.

The sheets shall be manufactured out of 2400 TEX

12.47 panel rovigs 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.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

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

12.49 Providing & laying on roof pressed clay tile ridge Sqm 10 77.75 777.5

(Mangalore tile) of 20mm thickness and of approved

pattern on steel frame work complete (steel frame

work to be paid separately).

12.50 Providing and fixing precoated galvanised iron Sqm 4698 671.55 3154941.9

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

116 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 tiled false ceiling of specified

materials of size 595x595 mm in true horizontal

level, suspended on inter locking metal grid of hot

dipped galvanized steel sections ( galvanized @ 120

grams/ sqm, both side inclusive) consisting of main

"T" runner with suitably spaced joints to get required

length and of size 24x38 mm made from 0.30 mm

thick (minimum) sheet, spaced at 1200 mm center

to center and cross "T" of size 24x25 mm made of

0.30 mm thick (minimum) sheet, 1200 mm long

spaced between main "T" at 600 mm center to

center to form a grid of 1200x600 mm and

secondary cross "T" of length 600 mm and size

24x25 mm made of 0.30 mm thick (minimum) sheet

to be interlocked at middle of the 1200x600 mm

panel to form grids of 600x600 mm and wall angle

of size 24x24x0.3 mm and laying false ceiling tiles

of approved texture in the grid including, required

cutting/making, opening for services like diffusers,

grills, light fittings, fixtures, smoke detectors etc.

Main "T" runners to be suspended from ceiling using

GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed

to ceiling with 12.5 mm dia and 50 mm long dash

fasteners, 4 mm GI adjustable rods with galvanised

butterfly level clips of size 85 x 30 x 0.8 mm spaced

at 1200 mm center to center along main T, bottom

exposed width of 24 mm of all T-sections shall be

pre-painted with polyester paint, all complete for all

heights as per specifications, drawings and as

directed by Engineer-in-charge.

12.52.1 GI Metal Ceiling Lay in plain Tegular edge Global Sqm 10 1591.7 15917

white color tiles of size 595x595 mm, and 0.5 mm

thick with 8 mm drop; made of G I sheet having

117 galvanizing of 100 gms/sqm (both sides inclusive)

and electro statically polyester powder coated of

thickness 60 microns (minimum), including factory

painted after bending.

12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Sqm 75 1948.95 146171.25

Tile of size 595x595 mm, made of Gypsum

plasterboard, manufactured from natural gypsum as

per IS 2095 part I and laminated with white 0.16mm

thick fire retardant PVC film on the face side and

12micron metalized polyester on the back side with

all edges sealed with the face side PVC film which

goes around and wraps the edges and is bonded to

the edges and the back side metalized polyester

film so as to make the tile a completely sealed unit.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN 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 color, coating

12.66 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

50mm with 3mm thick EPDM seal and SS plain

washer complete :

12.66.6 Precoated/mill finish aluminium Gutter (600 mm Metre 350 1616 565600

over all girth)

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)

13.4 12 mm cement plaster of mix :

13.16S 6MM CEMENT PLASTER

13.16 6 mm cement plaster of mix :

13.33S POINTING ON STONE WORK

Pointing on stone work with cement mortar 1:3 (1

cement : 3 fine sand) :

Applying one coat of water thinnable cement primer

13.43 of approved brand and manufacture on wall surface

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 ltr/10 Sqm 1578 166.85 263289.3

126 sqm over and including priming coat of exterior

primer applied @ 2.20 kg/10 sqm)

Finishing with Deluxe Multi surface paint system for

13.48 interiors and exteriors using Primer as per

manufacturers specifications :

13.48.2 Painting wood work with Deluxe Multi Surface Paint Sqm 126 144.9 18257.4

of required shade. Two or more coat applied @ 0.90

127 ltr/10 sqm over an under coat of primer applied

@0.75 ltr/10 sqm of approved brand and

13.48.3 Painting Steel work with Deluxe Multi Surface Paint Sqm 66 140.05 9243.3

to give an even shade. Two or more coat applied @

128 0.90 ltr/10 sqm over an under coat of primer applied

@ 0.80 ltr/10 sqm of approved brand and

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zinc chromate primer of Sqm 2710 55.5 150405

129 approved brand and manufacture on steel

galvanised iron/ steel works

Painting with aluminium paint of approved brand

and manufacture to give an even shade .

13.80 Providing and applying white cement based putty of Sqm 10 123.85 1238.5

average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to

prepare the surface even and smooth complete.

Wall painting with premium acrylic emulsion paint of

interior grade, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre of

approved brand and manufacture, including

applying additional coats wherever required to

achieve even shade and colour.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

Applying priming coats with primer of approved

13.85 brand and manufacture, having low VOC (Volatile

Organic Compound ) content.

Finishing walls with textured exterior paint of

required shade :

13.110.1 Old work (Two or more coats on existing cement Sqm 10 191.4 1914

paint surface applied @ 3.28 ltr/10 sqm.

14.0 REPAIRS TO BUILDING

Repairs to plaster of thickness 12 mm to 20 mm in

patches of area 2.5 sq.meters and under, including

cutting the patch in proper shape, raking out joints

14.1 and preparing and plastering the surface of the walls

complete, including disposal of rubbish to the

dumping ground, all complete as per direction of

Engineer-in-Charge.

134 14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand) Sqm 10 478 4780

14.72S FINISHING

14.75 Repair to plaster of thickness 12mm to 20 mm in Sqm 10 540.35 5403.5

patches of area 2.5 sqm and under, including

cutting the patch in proper shape, raking out joints

135 and preparing plastering the wall surface with white

cement based polymer modified self curing mortar,

including disposal of rubbish, all complete as per the

direction of Engineer-In-Charge.

14.75AS ROUTINE MAINTENANCE WORK

14.86 Providing and laying in situ seven course water Sqm 10 615 6150

proofing treatment with APP (Atactic poly-propylene)

modified Polymeric memberane over roof consisting

of first coat of bitumen primer @ 0.40 litre per sqm,

2nd, 4th & 6th courses of bonding material @ 1.20

Kg/sqm, which shall consist of blown type bitumen

of grade 85/25 conforming to IS : 702, 3rd and 5th

layers of roofing membrane APP modified Polymeric

membrane 1.5 mm thick of 2.25 Kg/sqm weight

consisting of five layers prefabricated with centre

core as 20 micron HMHDPE film sandwiched on both

sides with polymeric mix and the polymeric mix is

protected on both side with 20 micron HMHDPE film.

7th, the top most layer shall be finished with brick

tiles of class designation 10 grouted with cement

mortar 1:3 (1cement : 3 fine sand) mixed with 2%

integral water proofing compound by weight of

cement over a 12 mm layer of cement mortar 1:3 (1

cement : 3 fine sand) and finished neat (item of

laying brick tiles shall be paid for separately).

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 -

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent cum 106 2007.1 212752.6

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent cum 10 1239.6 12396

15.3 Demolishing R.C.C. work manually/ by mechanical cum 10 2928.1 29281

means including stacking of 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 serviceable material

and disposal of unserviceable material within 50

metres lead as per direction of Engineer-in-charge.

Dismantling dressed stone work ashlar face stone

work, marble work or precast concrete work

manually/ by mechanical means including stacking

of serviceable and disposal of unserviceable

material within 50 metres lead as per direction of

Engineer-in-charge :

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

Dismantling doors, windows and clerestory windows

(steel or wood) shutter including chowkhats,

architrave, holdfasts etc. complete and stacking

within 50 metres lead :

Taking out doors, windows and clerestory window

15.13 shutters (steel or wood) including stacking within 50

Dismantling wood work in frames, trusses, purlins

and rafters up to 10 metres span and 5 metres

height including stacking the material within 50

146 15.14.2 Of sectional area below 40 square centimetres Metre 5 14.7 73.5

Dismantling steel work in single sections including

15.17 dismembering and stacking within 50 metres lead

15.18 Dismantling steel work in built up sections in angles, Kg 10 4.65 46.5

tees, flats and channels including all gusset plates,

bolts, nuts, cutting rivets, welding etc. including

dismembering and stacking within 50 metres lead.

15.20 Extra for dismantling trusses, rafters, purlins etc. of kg per 10 .7 7

150 steel work for every additional span of one metre or metre

part thereof beyond 10 metres span

15.21 Extra for dismantling trusses, rafters, purlins etc. of kg per 10 .7 7

151 steel work for every additional height of one metre metre

or part thereof beyond 5 metres. height

Dismantling tile work in floors and roofs laid in

15.23 cement mortar including stacking material within 50

153 15.23.2 For thickness of tiles above 25 mm and up to 40 mm Sqm 20 93.4 1868

Dismantling roofing including ridges, hips, valleys

15.28 and gutters etc., and stacking the material within 50

metres lead of:

Dismantling manually/ by mechanical means

including stacking of serviceable material and

disposal of unserviceable material within 50 metres

lead as per direction of Engineer-in-charge :

15.57 Dismantling aluminium/ Gypsum partitions, doors, Sqm 10 46.5 465

windows, fixed glazing and false ceiling including

157 disposal of unserviceable material and stacking of

serviceable material with in 50 meters lead as

directed by Engineer-in-charge.

15.60 Disposal of building rubbish / malba / similar cum 66 219.35 14477.1

unserviceable, dismantled or waste materials by

mechanical means, including loading, 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.

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of sub grade with Sqm 500 180.5 90250

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm depth,

159 dressing to camber and consolidating with road

roller including making good the undulations etc.

and re-rolling the sub grade and disposal of surplus

earthwith lead upto 50 metres.

16.3 Supplying and stacking at site.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

162 16.3.7 Stone screening 11.2 mm nominal size (Type B) cum 5 2065.7 10328.5

16.4 Laying, spreading and compacting stone aggregate cum 5 865.8 4329

of specified sizes to WBM specifications in uniform

thickness, hand picking, rolling with 3 wheeled

road/vibratory 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 :

Providing and applying tack coat using bitumen

emulsion conforming to IS:8887, using emulsion

pressure distributer including preparing the surface

& cleaning with mechanical broom.

16.31.1 With rapid setting bitumen emulsion

Providing and laying Bitumen Penetration Macadam

with hard stone aggregate of quality, size and

grading as specified, with bitumen of suitable

penetration grade, including required key aggregate

as specified, spreading coarse aggregate with the

help of self propelled/ tipper tail mounted aggregate

spreader and applying bitumen by a pressure

distributor and then spreading key aggregate with

the help of aggregate spreader complete, including

consolidation with road roller of minimum 8 to 10

tonne capacity to achieve specified values of

compaction and surface accuracy :

16.36.1 For 50mm compacted thickness using coarse Sqm 10 414.2 4142

aggregate of size 50-20 mm graded @ 0.60 cum per

167 10 sqm key aggregate of size 12.5 mm graded @

0.15 cum per 10 sqm. With paving asphalt grade VG

16.49S MISCELLANEOUS

16.61 Providing Retro-reflective regulatory sign board of Each 50 6281.6 314080

size 900 mm dia meter made out of 2 mm thick

aluminium sheet, face to be fully covered with high

intensity encapsulated lens type retro -reflective

sheeting as approved by Engineer-in-charge . Letter,

symbols, borders etc. will be as per IRC - 67 with

required colour scheme on the boards and with the

high intensity grade A. The aluminium sheet to be

riveted to M.S. frame of angle iron of size 40x40x4

mm. The boards will be fixed to 1 No. 50x50 mm

square post made of M.S. angle 50x50x4 mm, 4 m

long welded to the frame with adequate anti-theft

arrangement .Sheet work to be painted with two or

more coats of synthetic enamel paint over an under

coat (primer) and back side of aluminium sheet to

be painted with two or more coats of epoxy paint

including appropriate priming coat complete in all

respects as per direction of Engineer-in-charge.

16.62 Providing and applying 2.5 mm thick road marking Sqm 50 623.8 31190

strips (retro- reflective) of specified shade/ colour

using hot thermoplastic material by fully/ semi

automatic thermoplastic paint applicator machine

fitted with profile shoe, glass beads dispenser,

propane tank heater and profile shoe heater, driven

by experienced operator on road surface including

cost of material, labour, T&P, cleaning the road

surface of all dirt, seals, oil, grease and foreign

material etc. complete as per direction of Engineer-

in-charge and accordance with applicable

specifications.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

16.63 Providing, laying and making kerb channel 30 cm Sqm 2384 529.8 1263043.2

wide and 50 mm thick with cement concrete 1:3:6

(1 cement: 3 coarse sand:6 graded stone aggregate

20 mm nominal size) over 75mm bed of dry brick

ballast 40 mm nominal size, well rammed and

consolidated and grouted with fine sand, including

finishing the top smooth etc. complete and as per

direction of Engineer-in-charge.

16.69 Providing and laying at or near ground level factory cum 30 8613.55 258406.5

made kerb stone of M-25 grade cement concrete in

position to the required line, level and curvature,

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

sand), including making joints with or without

grooves (thickness of joints except at sharp curve

shall not to more than 5mm), including making

drainage opening wherever required complete etc.

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

finished kerb edging shall be measured for

payment). (Precast C.C. kerb stone shall be

approved by Engineer-in-charge).

16.75 Providing and laying C.C. pavement of mix M-25 cum 1036 8277.55 8575541.8

with ready mixed concrete from batching plant. The

ready mixed concrete shall be laid and finished with

screed board vibrator , vacuum dewatering process

and finally finished by floating, brooming with wire

172 brush etc. complete as per specifications and

directions of Engineer-in-charge. (The panel

shuttering work shall be paid for separately). (Note:-

Cement content considered in this item is @ 330

kg/cum. Excess/less cement used as per design mix

is payable/ recoverable separately).

16.77 Scarifying the existing bituminous road surface to a Sqm 500 5.85 2925

depth of 50 mm and disposal of scarified material

within all lifts and lead upto 1km (by mechanical

16.79 Providing, laying, spreading and compacting graded cum 2055 2803.65 5761500.75

stone aggregate (size range 53 mm to 0.075 mm )

to wet mix macadam (WMM) specification including

premixing the material with water at OMC in for all

leads & lifts, laying in uniform layers with

mechanical paverfinisher in sub- base / base course

on well prepared surface and compacting with

vibratory roller of 8 to 10 tonne capacity to

achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

17.0 SANITARY INSTALLATIONS

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 seat Each 35 5540.55 193919.25

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 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 :

17.4.2 Range of two urinal basins with 5 litre white P.V.C. Each 15 8115.55 121733.25

automatic flushing cistern

17.4.3 Range of three urinal basins with 10litre white P.V.C. Each 15 11256.4 168846

automatic flushing cistern

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

Providing and fixing white vitreous china flat back

half stall urinal of size 580x380x350 mm with white

PVC automatic flushing cistern, with fittings,

standard size C.P. brass flush pipe, spreaders with

17.5 unions and clamps (all in C.P. brass) with waste

fitting as per IS : 2556, C.I. trap with outlet grating

and other couplings in C.P. brass, including painting

of fittings and cutting and making good the walls

and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic Each 35 10128.3 354490.5

flushing cistern

Providing and fixing wash basin with C.I. brackets,

15 mm C.P. brass pillar taps, 32 mm C.P. brass

17.7 waste of standard pattern, including painting of

fittings and brackets, cutting and making good the

walls wherever require:

17.7.4 White Vitreous China Flat back wash basin size 550x Each 15 1679.6 25194

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

17.7.5 White Vitreous China Angle back wash basin size Each 28 1913.75 53585

180 600 x 480 mm with single 15mm C.P. brass pillar

Providing and fixing P.V.C. waste pipe for sink or

wash basin including P.V.C. waste fittings complete.

17.28.2 Flexible pipe

17.31 Providing and fixing 600x450 mm beveled edge Each 35 1411.15 49390.25

mirror of superior glass (of approved quality)

182 complete with 6 mm thick hard board ground fixed

to wooden cleats with C.P. brass screws and

washers complete.

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 mm, Each 71 600.35 42624.85

183 width 78 mm and effective height of 88 mm,

weighing not less than 190 gms.

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. -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, including all CPVC plain & brass

threaded fittings, i/c 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 wall etc.

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & cold

water supply including all CPVC plain & brass

18.9 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

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

18.15S BRASS FITTINGS

Providing and fixing brass stop cock of approved

Providing and fixing gun metal gate valve with C.I.

wheel of approved quality (screwed end) :

Providing and fixing uplasticised PVC connection

pipe with brass unions :

18.21.1 30 cm length

Providing and fixing C.P. brass shower rose with 15

or 20 mm inlet :

18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES

18.48 Providing and placing on terrace (at all floor levels) Litre 7500 9.7 72750

polyethylene water storage tank, IS : 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.

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass long body bib cock of

18.51 approved quality conforming to IS standards and

weighing not less than 690 gms.

Providing and fixing PTMT grating of approved

quality and colour.

18.58.1 Circular type

18.59S AIR VALVE & WATER METER (BULK TYPE)

18.65 Providing and fixing PTMT soap Dish Holder having Each 36 96.75 3483

length of 138mm, breadth 102mm, height of 75mm

with concealed fitting arrangements, weighing not

less than 106 gms.

19.0 DRAINAGE

Constructing brick masonry circular manhole 1.52 m

internal dia at bottom and 0.56 m dia at top in

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

cement plaster 12 mm thick with cement mortar 1:3

(1 cement : 3 coarse sand) finished with a floating

coat of neat cement, foundation concrete 1:3:6 (1

cement : 3 coarse sand : 6 graded stone aggregate

40 mm nominal size) and making necessary channel

in cement concrete 1:2:4 (1 cement : 2 coarse sand

: 4 graded stone aggregate 20 mm nominal size)

finished with a floating coat of neat cement, all

complete as per standard design :

Providing M.S. foot rests including fixing in manholes

with 20x20x10 cm cement concrete blocks 1:3:6 (1

cement : 3 coarse sand : 6 graded stone aggregate

20 mm nominal size) as per standard design :

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

Constructing brick masonry chamber for

underground C.I. inspection chamber and bends

with bricks in cement mortar 1:4 (1 cement : 4

coarse sand) C.I. cover with frame (light duty)

455x610 mm internal dimensions, total weight of

cover with frame to be not less than 38 kg (weight of

cover 23 kg and weight of frame 15 kg), R.C.C. top

slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3

graded stone aggregate 20 mm nominal size),

foundation concrete 1:5:10 mix(1Cement:5 fine

sand : 10 graded stone aggregate 40 mm nominal

size), inside plastering 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand), finished

smooth with a floating coat of neat cement on walls

and bed concrete etc. complete as per standard

Inside dimensions 500x700 mm and 45 cm deep for

pipe line with one or two inlets :

19.30.2.1 With common burnt clay F.P.S. (non modular) bricks Each 10 7308.15 73081.5

of class designation 7.5

Extra for depth beyond 45 cm of brick masonry

19.31.2 For 500x700 mm size

19.31.2.1 With common burnt clay F.P.S. (non modular) bricks Metre 17 6158.05 104686.85

of class designation 7.5

20.0 PILE WORK

Boring, providing and installation bored cast-in-situ

reinforced cement concrete piles of grade M-25 of

specified diameter and length below the pile cap, to

carry a safe working load not less than specified,

excluding the cost of steel reinforcement but

including the cost of boring with bentonite solution

and temporary casing of appropriate length for

20.2 setting out and removal of same and the length of

the pile to be embedded in the pile cap etc. by

percussion drilling using Direct mud circulation

(DMC) or Bailer and chisel technique by tripod and

mechanical Winch Machine all complete, including

removal of excavated earth with all its lifts and

leads (length of pile for payment shall be measured

up to bottom of pile cap).

Vertical load testing of piles in accordance with IS

2911 (Part IV) including installation of loading

platform by Kentledge/Anchor piles method and

20.6 preparation of pile head or construction of test cap

and dismantling of test cap after test etc. complete

as per specification & the direction of Engineer in-

20.6.1 Single pile upto 50 tonne Safe capacity

205 Initial test (Test Load 2.5 times the Safe capacity)

206 Routine test (Test Load 1.5 times the Safe capacity)

21.0 ALUMINIUM WORK

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 /

paneling, C.P. brass / stainless steel screws, all

complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing, paneling

and dash fasteners to be paid for separately) :

21.1.1 For fixed portion

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

21.1.1.1 Anodised aluminium (anodised transparent or dyed Kg 100 433.95 43395

207 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

21.1.2.1 Anodised aluminium (anodised transparent or dyed Kg 10 531.8 5318

208 to required shade according to IS: 1868, Minimum

anodic coating of grade AC 15)

Providing and fixing 12 mm thick prelaminated

particle board flat pressed three layer or graded

wood particle board conforming to IS: 12823 Grade l

Type ll, in panelling fixed in aluminum doors,

windows shutters and partition frames with C.P.

brass / stainless steel screws etc. complete as per

architectural drawings and directions of engineer-in-

21.2.2 Pre-laminated particle board with decorative Sqm 10 951.05 9510.5

lamination on both sides

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc. with

EPDM rubber / neoprene gasket etc. complete as per

the architectural drawings and the directions of

engineer-in-charge . (Cost of aluminium snap

beading shall be paid in basic item):

21.3.1 With float glass panes of 4.0 mm thickness (weight Sqm 5 1019.8 5099

not less than 10kg/sqm)

Filling the gap in between aluminium frame &

adjacent RCC/ Brick/ Stone work by providing

21.8 weather silicon sealant over backer rod of approved

quality as per architectural drawings and direction

of Engineer-in-charge complete.

22.0 WATER PROOFING

22.5 Providing and laying water proofing treatment in Sqm 5 516.6 2583

sunken portion of WCs, bathroom etc., by applying

cement slurry mixed with water proofing cement

compound consisting of applying : (a) First layer of

slurry of cement @ 0.488 kg/sqm mixed with water

proofing cement compound @ 0.253 kg/ sqm. This

layer will be allowed to air cure for 4 hours. (b)

Second layer of slurry of cement @ 0.242 kg/sqm

mixed with water proofing cement compound @

0.126 kg/sqm. This layer will be allowed to air cure

for 4 hours followed with water curing for 48 hours.

The rate includes preparation of surface, treatment

and sealing of all joints, corners, junctions of pipes

and masonry with polymer mixed slurry.

22.6 Providing and laying water proofing treatment on Sqm 1235 585.55 723154.25

roofs of slabs by applying cement slurry mixed with

water proofing cement compound consisting of

applying: (a) after surface preparation, first layer of

slurry of cement @ 0.488 kg/sqm mixed with water

proofing cement compound @ 0.253 kg/sqm. (b)

laying second layer of Fibre glass cloth when the

first layer is still green. Overlaps of joints of fibre

cloth should not be less than 10 cm. (c) third layer of

1.5 mm thickness consisting of slurry of cement @

1.289 kg/sqm mixed with water proofing cement

compound @ 0.670 kg/sqm and coarse sand @

1.289 kg/sqm. This will be allowed to air cure for 4

hours followed by water curing for 48 hours. The

entire treatment will be taken upto 30 cm on

parapet wall and tucked into groove in parapet all

around. (d) fourth and final layer of brick tiling with

cement mortar (which will be paid for separately.

For the purpose of measurement the entire treated

surface will be measured.

23.0 RAIN WATER HARVESTING & TUBEWELLS

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in IS:

2800 (part I), including collecting samples from

different strata, preparing and submitting strata

23.2 chart/ bore log, including hire & running charges of

all equipments, tools, plants & machineries required

for the job, all complete as per direction of Engineer

-in-charge, beyond 90 metre & upto 150 metre

depth below ground level.

23.2.1 All types of soil

23.9 Providing and fixing factory made precast RCC Each 20 1213.25 24265

perforated drain covers, having concrete of strength

not less than M-25, of size 1000 x 450x50 mm,

reinforced with 8 mm dia four nos longitudinal & 9

215 nos cross sectional T.M.T. hoop bars, including

providing 50 mm dia perforations @ 100 to 125 mm

c/c, including providing edge binding with M.S. flats

of size 50 mm x 1.6 mm complete, all as per

direction of Engineer-in-charge.

26.0 NEW TECHNOLOGIES AND MATERIALS

26.41S NEW TECHNOLOGY ITEMS

26.51 Supplying of standard quality GFRG panel of 124 Sqm 20 1309.05 26181

mm thickness with modular cavities purchased from

GFRG panel manufacturing plant in the country, cut

to required wall sizes and floor/ roof slab sizes in

correct length and height, including cutting of door,

window and ventilator opening as per the cutting

drawing prepared by architects /design engineers

for the construction of GFRG building and loaded in

stillages for transportation to the construction site.

216 Cost of panel includes security deposits, hire

charges of stillages & jaws, cost of transportation in

trucks/ lorries without any damages upto 300kms

including all leads and lifts from GFRG

manufacturing plant to construction site and

unloading at site using suitable fork lift/ crane.

(Payment shall be made on the basis of area of one

side of panel without reduction of opening of door/

window / ventilator). For transportation above

300kms, additional charges to be paid.

26.57 After erection of GFRG wall panels, seal all GFRG Metre 15 85.15 1277.25

wall joints with paper tape temporarily. Water

proofing treatment of vertical joints with

Zycosil/equivalent water proofing Solution (1 litre of

Zycosil/equivalent & 20 litres of water stirred first &

217 2 litres of Zycoprime/equivalent added and stirred

(total 23 litres)) with 50 ml syringe till the gap and in

filled concrete is completely saturated. After

removing the paper seal, seal off the vertical joints

with water proofing material "Grout RW/equivalent "

(Sealing cost excluded.)

26.58 Filling of joints between RCC plinth beam / floor slab Metre 15 41.55 623.25

and wall panel of external walls, toilet / bath room /

wet areas walls on all floor and parapet wall over

roof slab, stair case head room at the time of

218 erection of GFRG panels with Grout RW/equivalent

sealant compound after the erection of panel before

the infill of concrete in panel cavities and fine finish.

This applies for all horizontal and vertical joints

between GFRG wall and slab panels.

Schedule A1-List of items of works covered by the CPWD Delhi Schedule of Rates 2021 ( DSR Vol-I & Vol- II )

- Supply of reinforcement steel

Item- 1 SW-I: Goods Shed work at TCR,CKI, AFK, AWY & KLMR

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

5.22 straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

THIRUVANANTHAPURAM DIVISION-GATI SHAKTI/SOUTHERN RLY

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D Kg 29800 89.65 2671570

Steel reinforcement for R.C.C. work including

5.22A straightening, cutting, bending, placing in position

and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D Kg 52124 89.65 4672916.6