Improvement & Repairs to service buildings & quarters under Sr ADEN/N/SUR at MKPT,AAG,WKA,MA & WDS stations.

01-Improvement & Repairs to service buildings & quarters under Sr

MKPT,AAG,WKA,MA,WDS

Item- 01 CPWD DSR-2023

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including loading,

unloading and stacking

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 500 494.1 247050

similar unserviceable, dismantled or waste

material by mechanical transport including

1 loading, transporting, unloading to approved

municipal dumping ground for lead upto 10 km

for all lifts, complete as per directions of

Engineer-in-charge.

2.0 EARTH WORK

2.1S General

SOLAPUR DIVISION-ENGG/CENTRAL RLY

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in

2.6 width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

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

Engineer-in-charge.

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in

2.7 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.

2.25 Filling available excavated earth (excluding cum 500 196 98000

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 and for

Surface dressing of the ground including

removing vegetation and in-equalities not

exceeding 15 cm deep and disposal of rubbish,

lead up to 50 m and lift up to 1.5 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts,

4.2 struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks,

plain window sills, fillets, sunken floor etc., up

to floor five level, excluding the cost of

centering, shuttering and finishing:

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.2 Retaining walls, return walls, walls (any Sqm 200 842.5 168500

thickness) including attached pilasters,

buttresses, plinth and string courses fillets,

kerbs and steps etc.

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade

of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

SOLAPUR DIVISION-ENGG/CENTRAL RLY

Reinforced cement concrete work in walls (any

thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five

level, excluding cost of centering, shuttering,

finishing and reinforcement :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.2 Walls (any thickness) including attached Sqm 100 842.5 84250

11 pilasters, buttresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies Sqm 100 927.25 92725

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 100 736.4 73640

bressummers and cantilevers

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 150 10585.9 1587885

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 like, including the

14 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).

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Kg 2000 107.85 215700

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 4000 107.85 431400

Fe-500D or more.

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

5.33 accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for

all leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge, for the

following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 80 9504.75 760380

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

SOLAPUR DIVISION-ENGG/CENTRAL RLY

5.33.2.1 Concrete of M25 grade with minimum cement cum 100 9860.4 986040

content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

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 :

8.0 CLADDING WORK

8.1S General

Providing and fixing 18 mm thick gang saw

cut, mirror polished, premoulded and

prepolished, machine cut for kitchen

platforms, vanity counters, window sills, facias

and similar locations of required size,

approved shade, colour and texture laid over

20 mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment,

epoxy touch ups, including rubbing, curing,

moulding and polishing to edges to give high

gloss finish etc. complete at all levels

Granite stone slab colour black, Cherry/Ruby

Providing edge moulding to 18 mm thick

marble stone counters, Vanities etc., including

8.3 machine polishing to edge to give high gloss

finish etc. complete as per design approved by

Engineer-in-Charge.

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 200 1267.95 253590

wall tiles conforming to IS: 15622 (thickness to

be specified by the manufacturer), of approved

make, in all colours, shades except burgundy,

bottle green, black of any size as approved by

23 Engineer-in-Charge, in skirting, risers of steps

and dados, over 12 mm thick bed of cement

mortar 1:3 (1 cement : 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per

sqm, including pointing in white cement mixed

with pigment of matching shade complete.

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing 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 separately).

Providing and fixing glazed shutters for doors,

windows and clerestory windows using 4 mm

thick float glass panes (weight not less than 10

kg per sqm) fixing with ISI marked M.S.

pressed butt hinges bright finished of required

size with necessary screws.

9.9.1 Second class teak wood

SOLAPUR DIVISION-ENGG/CENTRAL RLY

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I)

decorative type, core of block board

9.20 construction with frame of 1st class hard wood

and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers

on both faces of shutters.

9.20.2 30 mm thick including ISI marked Stainless Sqm 200 3167.95 633590

Steel butt hinges with necessary screws

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

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

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

9.48.2 Fixed to openings /wooden frames with rawl Kg 700 238.35 166845

plugs screws etc.

COPER OXIDISED MILD STEEL FITTINGS

(COPPER OXIDISED AS PER IS: 1378)

Providing and fixing ISI marked oxidised M.S.

tower bolt black finish, (Barrel type) with

necessary screws etc. complete (Copper

oxidised as per IS 1378)

Providing and fixing ISI marked oxidised M.S.

handles conforming to IS:4992 with necessary

screws etc. complete (Copper oxidised as per

9.72S BRASS FITTINGS

9.82 Providing and fixing bright finished brass Each 60 121.65 7299

30 hanging type floor door stopper with necessary

screws, etc. complete.

9.105S GYPSUM BOARD PARTITIONS

Providing and fixing factory made panel PVC

door shutter consisting of frame made out of

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

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

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

coat of steel primers of approved make and

manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30

mm thickness, 70 mm width out of which 50

mm shall be flat and 20 mm shall be tapered

in 45 degree angle on both side forming styles

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

which 75mm shall be flat and 20 mm shall be

tapered in 45 degree on the inner side to form

top and bottom rail and 115 mm wide PVC

sheet out of which 75 mm shall be flat and 20

mm shall be tapered on both sides to form lock

rail. Top, bottom and lock rails shall be

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

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

provided as gap insert for top rail & bottom

rail, panelling of 5 mm thick both side PVC

sheet to be fitted in the M.S. frame welded/

sealed to the styles & rails with 7 mm (5

mm+2 mm) thick x 15 mm wide PVC sheet

beading on inner side, and joined together

with solvent cement adhesive. An additional 5

mm thick PVC strip of 20 mm width is to be

stuck on the interior side of the 'C' Channel

using PVC solvent adhesive etc. complete as

per direction of Engineer-in-charge,

manufacturer's specification & drawing.

SOLAPUR DIVISION-ENGG/CENTRAL RLY

9.121 Providing and fixing Fiber Glass Reinforced Metre 125 570.95 71368.75

plastic (FRP) Door Frames of cross-section 90

mm x 45 mm having single rebate of 32mm x

15 mm to receive shutter of 30 mm thickness.

The laminate shall be moulded with fire

resistant grade unsaturated polyester resin

and chopped mat. Door frame laminate shall

be 2 mm 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.

9.122.2 30 mm thick Fiberglass Reinforced Plastic Sqm 200 4488.95 897790

(F.R.P.) flush door shutter in different plain and

wood finish made with fire retardant grade

unsaturated polyester resin, moulded to 3 mm

thick FRP laminate all around, with suitable

wooden blocks inside at required places for

33 fixing of fittings and polyurethane foam

(PUF)/Polystyrene foam to be used as filler

material throughout the hollow panel, casted

monolithically with testing parameters of

F.R.P. laminate conforming to table - 3 of IS:

14856, complete as per direction of Engineer-

9.129 Providing and fixing cup board shutters 25 mm Sqm 150 2307.35 346102.5

thick, with Pre-laminated flat pressed three

layer particle board or graded wood particle

board IS: 12823 marked, exterior grade (Grade

l Type ll), having one side decorative

34 lamination and other side balancing

lamination, including IInd class teak wood

lipping of 25 mm wide x12 mm thick with

necessary screws and bright finished stainless

steel piano hinges, complete as per direction

of the Engineer-in-Charge

SOLAPUR DIVISION-ENGG/CENTRAL RLY

Providing and fixing factory made uPVC

glazed/wire mesh windows/ doors comprising

of lead free uPVC multi-chambered frame, sash

and mullion/coupler (where ever required)

extruded profiles having minimum wall

thickness of 1.70 mm for Series R1 and R2

profiles and 2.10 mm for Series R3 and R4

profiles conforming to EN: 12608 in any shape,

colour and design duly reinforced with

galvanized mild steel section made of required

shape & size as per CPWD Specification, uPVC

extruded glazing beads, interlocks and Inline

sash adaptor (where ever required) of

appropriate dimension, EPDM gasket,

hardware, SS 304 grade fasteners of minimum

8 mm dia with countersunk head, comprising

of matching polyamide PA6 grade sleeve for

fixing frame to finished wall as per IS 1367 :

Part 1 to 14, plastic packers, plastic caps and

necessary stainless steel screws etc. Profile of

frame, sash & mullion (if required) shall be

mitred cut and fusion welded/mechanically

jointed duly sealed at all corners, including

drilling of holes for fixing hardware 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 approved size and

quality, all complete as per approved drawing

conforming to CPWD specification & direction

of Engineer-in-Charge. Section of steel

reinforcement and cross sections of uPVC

profiles to be as per design approved by

Engineer-in-Charge. Wire mesh / Glazing of

plain/ toughened/ laminated/ double glass unit

with / without high performance coatings as

per design requirements and conforming to IS:

3548 & IS: 16231 shall be paid separately.

Three track three panels sliding window with

two glazed & one wire mesh panels with

Aluminium channel for roller track, wool pile,

nylon rollers with SS 304 body.

9.147.A4.2 Using R3 series with frame (98 mm & above) x Sqm 300 10874.2 3262260

(40 mm & above) & both glazed and fly screen

sash (30 mm & above) x (55 mm & above)

with zinc alloy (zamak) powder coated handle

on every glazed panel along with multi-point

locking system. (Height upto 1.8m)

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 1000 133.7 133700

in built up sections, trusses and framed work,

36 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

10.3 Providing and fixing in position collapsible steel Sqm 150 11439.6 1715940

shutters with vertical channels 20x10x2 mm

and braced with flat iron diagonals 20x5 mm

size, with top and bottom rail of T-iron

37 40x40x6 mm, with 40 mm dia steel pulleys,

complete with bolts, nuts, locking

arrangement, stoppers, handles, including

applying a priming coat of approved steel

11.0 FLOORING

11.37S CERAMIC GLAZED TILES

SOLAPUR DIVISION-ENGG/CENTRAL RLY

11.37 Providing and laying Ceramic glazed floor tiles Sqm 300 1096.55 328965

of size 300x300 mm (thickness to be specified

by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such

as White, Ivory, Grey, Fume Red Brown, laid

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

4 Coarse sand), Jointing with grey cement

slurry @ 3.3 kg/sqm including pointing the

joints with white cement and matching

pigment etc., complete.

11.37A Providing and fixing 1st quality ceramic glazed Sqm 300 1112.7 333810

floor tiles conforming to IS : 15622 (thickness

to be specified by the manufacturer ) of

approved make in all colours, shades except

burgundy, bottle green, black of any size as

approved by Engineer-in-Charge in skirting,

risers of steps and dados over 12 mm thick

bed of cement Mortar 1:3 (1 cement: 3 coarse

sand) and jointing with grey cement slurry @

3.3kg per sqm including pointing in white

cement mixed with pigment of matching

shade complete.

11.41S VITRIFIED FLOOR TILES

Providing and laying Vitrified tiles in floor in

different sizes (thickness to be specified by the

manufacturer) with water absorption less than

0.08% and conforming to IS:15622, of

approved brand & manufacturer, in all colours

and shade, laid on 20 mm thick cement mortar

1:4 (1 cement: 4 coarse sand) jointing with

11.41A grey cement slurry @3.3 kg/sqm including

grouting the joints with white cement and

matching pigments etc. The tiles must be cut

with the zero chipping diamond cutter only .

Laying of tiles will be done with the notch

trowel, plier, wedge, clips of required

thickness, leveling system and rubber mallet

for placing the tiles gently and easily.

Double charge vitrified tile polished finish of

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap

for thermal expansion, (i) Single socketed

Providing and fixing on wall face unplasticised -

PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.42.1 Coupler

12.42.3 Single tee with door

12.42.5 Bend 87.5 degree

12.42.6 Shoe (Plain)

SOLAPUR DIVISION-ENGG/CENTRAL RLY

12.50 Providing and fixing precoated galvanised iron Sqm 300 738.65 221595

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) of total coated thickness 0.50 mm

(base metal of minimum 0.45 mm thickness

with total coating thickness of 0.05 mm) with

zinc coating 120 grams per sqm as per IS: 277,

in 240 mpa steel grade, 5-7 microns epoxy

primer on both side of the sheet and polyester

top coat 15-18 microns. Sheet should have

46 protective guard film of 25 microns minimum

to avoid scratches during transportation and

should be supplied in single length upto 12

metre or as desired by Engineer-in-charge. The

sheet shall be fixed using self drilling /self

tapping screws of size (5.5x 55 mm) with

EPDM seal, complete upto any pitch in

horizontal/ vertical or curved surfaces,

excluding the cost of purlins, rafters and

trusses and including cutting to size and shape

wherever required.

Providing and fixing precoated galvanised steel

sheet roofing accessories of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating thickness

of 0.05 mm) with Zinc coating 120 grams per

sqm as per IS: 277, in 240 mpa steel grade, 5-

7 microns epoxy primer on both side of the

sheet and polyester top coat 15-18 microns

using self drilling/ self tapping screws

13.0 FINISHING

CEMENT PLASTER WITH A FLOATING COAT OF

15 mm cement plaster on rough side of single

13.8 or half brick wall finished with a floating coat

of neat cement of mix :

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 5000 193.7 968500

49 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.48.2 Painting wood work with Deluxe Multi Surface Sqm 800 176.25 141000

Paint of required shade. Two or more coat

50 applied @ 0.90 ltr/10 sqm over an under coat

of primer applied @0.75 ltr/10 sqm of

approved brand and manufacture

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 500 170.7 85350

Paint to give an even shade. Two or more coat

51 applied @ 0.90 ltr/10 sqm over an under coat

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

14.0 REPAIRS TO BUILDING

14.72S FINISHING

SOLAPUR DIVISION-ENGG/CENTRAL RLY

14.72 Providing and fixing double scaffolding system Sqm 200 338.25 67650

(cup lock type) on the exterior side, up to

seven story height made with 40 mm dia M.S.

tube 1.5 m centre to centre, horizontal &

vertical tubes joining with cup & lock system

with M.S. tubes, M.S. tube challies, M.S. clamps

and M.S. staircase system in the scaffolding for

working platform etc. and maintaining it in a

serviceable condition for the required duration

as approved and removing it there after. The

scaffolding system shall be stiffened with

bracings, runners, connection with the building

etc wherever required for inspection of work at

required locations with essential safety

features for the workmen etc. complete as per

directions and approval of Engineer-in-charge

.The elevational area of the scaffolding shall

be measured for payment purpose .The

payment will be made once irrespective of

duration of scaffolding.

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

(including equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 100 3551.25 355125

mechanical means including stacking of steel

54 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres lead

as per direction of Engineer-in-charge.

Dismantling doors, windows and clerestory

windows (steel or wood) shutter including

chowkhats, architrave, holdfasts etc. complete

and stacking within 50 metres lead :

Dismantling tile work in floors and roofs laid in

15.23 cement mortar including stacking material

within 50 metres lead.

Dismantling roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.

16.42S CONCRETE PAVEMENTS

SOLAPUR DIVISION-ENGG/CENTRAL RLY

Providing and laying design mix cement

concrete of M-30 grade, in roads/taxi tracks/

runways, using cement content as per design

mix, using coarse sand and graded stone

aggregate of 40 mm nominal size in

appropriate proportions as per approved and

specified design criteria, providing dowel bars

with sleeve/ tie bars wherever required, laying

at site, spreading and compacting

mechanically by using needle and surface

vibrators, levelling to required slope/ camber,

finishing with required texture, including steel

form work with sturdy M.S. channel sections,

curing, making provision for contraction/

expansion, construction and longitudinal joints

(10 mm wide x 50 mm deep) by groove

cutting machine, providing and filling joints

with approved joint filler and sealants,

complete all as per direction of Engineer-in-

charge (Item of joint fillers, sealants, dowel

bars with sleeve/ tie bars to be paid

16.43.2 Cement concrete manufactured in automatic cum 300 11098.45 3329535

60 batching plant (RMC plant) including

transportation to site in transit mixer

16.49S MISCELLANEOUS

16.68 Providing and laying 60mm thick factory made Sqm 200 972 194400

cement concrete interlocking paver block of M

-30 grade made by block making machine with

strong vibratory compaction, of approved size,

61 design & shape, laid in required colour and

pattern over and including 50mm thick

compacted bed of coarse sand, filling the joints

with line sand etc. all complete as per the

direction of Engineer-in-charge.

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing water closet squatting pan

(Indian type W.C. pan ) with 100 mm sand cast

Iron P or S trap, 10 litre low level white P.V.C.

flushing cistern, including flush pipe, with

17.1 manually controlled device (handle lever)

conforming to IS : 7231,with all fittings and

fixtures complete, including cutting and

making good the walls and floors wherever

17.1.1 White Vitreous china Orissa pattern W.C. pan Each 60 6767.4 406044

62 of size 580x440 mm with integral type foot

Providing and fixing white vitreous china

pedestal type water closet (European type

W.C. pan) with seat and lid, 10 litre low level

white P.V.C. flushing cistern, including flush

17.2 pipe, with manually controlled device (handle

lever), conforming to IS : 7231, with all fittings

and fixtures complete, including cutting and

making good the walls and floors wherever

17.2.2 W.C. pan with ISI marked black solid plastic Each 40 6383.25 255330

Providing and fixing wash basin with C.I.

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

17.7 C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:

17.7.1 White Vitreous China Wash basin size 630x450 Each 60 2648.85 158931

mm with a pair of 15 mm C.P. brass pillar taps

SOLAPUR DIVISION-ENGG/CENTRAL RLY

Providing and fixing Stainless Steel A ISI 304

(18/8) kitchen sink as per IS:13983 with C.I.

brackets and stainless steel plug 40 mm,

including painting of fittings and brackets,

cutting and making good the walls wherever

17.10.1 Kitchen sink with drain board

Providing and fixing P.V.C. low level flushing

cistern with manually controlled device

(handle lever) conforming to IS : 7231, with all

fittings and fixtures complete.

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

17.28 or wash basin including P.V.C. waste fittings

17.28.2 Flexible pipe

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, and all CPVC plain

& brass threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints

complete as per direction of Engineer in

Charge. ( Internal work - Exposed on wall )

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC

plain & brass threaded fittings 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

Providing and fixing G.I. pipes complete with

G.I. fittings and clamps, including cutting and

making good the walls etc. ( Internal work -

Exposed on wall )

Providing and fixing G.I. pipes complete with

18.12 G.I. fittings including trenching and refilling

etc. External work

18.15S BRASS FITTINGS

Providing and fixing brass bib cock of approved

Providing and fixing gun metal gate valve with

C.I. wheel of approved quality (screwed end) :

SOLAPUR DIVISION-ENGG/CENTRAL RLY

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure, with

plastic floats complete :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Per 15000 11 165000

levels) polyethylene water storage tank, IS : Litre

12701 marked, with cover and suitable locking

arrangement and making necessary holes for

inlet, outlet and overflow pipes but without

fittings and the base support for tank.

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass angle valve for

18.53 basin mixer and geyser points of approved

quality conforming to IS:8931

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying non-pressure NP2 class

(light duty) R.C.C. pipes with collars jointed

19.6 with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete :

21.0 ALUMINIUM WORK

21.1S General

Providing and fixing aluminium work for doors,

windows, ventilators and partitions with

extruded built up standard tubular sections/

appropriate Z sections and other sections of

approved make conforming to IS: 733 and IS:

1285, fixing with dash fasteners of required

dia and size, including necessary filling up the

gaps at junctions, i.e. at top, bottom and sides

with required EPDM rubber/ neoprene gasket

etc. Aluminium sections shall be smooth, rust

free, straight, mitred and jointed mechanically

wherever required including cleat angle,

Aluminium snap beading for glazing /

panelling, C.P. brass / stainless steel screws,

all complete as per architectural drawings and

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

panelling and dash fasteners to be paid for

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness Kg 500 530.9 265450

of powder coating 50 micron)

For shutters of doors, windows & ventilators

including providing and fixing hinges/ pivots

and making provision for fixing of fittings

wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings

shall be paid for separately)

21.1.2.2 Powder coated aluminium (minimum thickness Kg 500 634.45 317225

of powder coating 50 micron)

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc.

with EPDM rubber / neoprene gasket etc.

21.3 complete as per the architectural drawings

and the directions of engineer-in-charge . (Cost

of aluminium snap beading shall be paid in

21.3.2 With float glass panes of 5 mm thickness Sqm 300 1505.25 451575

(weight not less than 12.50 kg/sqm)

SOLAPUR DIVISION-ENGG/CENTRAL RLY

22.0 WATER PROOFING

22.1S General

22.5 Providing and laying water proofing treatment Sqm 200 617.05 123410

in 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 Sqm 400 688.9 275560

on 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 @

0.488kg/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 than10 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.