Raising / Resurfacing of Platforms at Ambivli (SG 2), Vasind (SG 3), Asangaon (SG 3), Khadavali (SG 3), Thansit (SG 3), Umbermali (SG 3) & Khardi (SG 3) (Total 7 Stations).

Umbermali (SG-3) & Khardi (SG-3) (Total 7 Stations) - Raising / Resurfacing of Platforms.

Item- 1 Part-A DSR-2023:- Raising / Resurfacing of Platforms at Thansit,Umbermali & Khardi

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as

2.6 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-

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

2.25 Filling available excavated earth (excluding cum 60 196 11760

rock) in trenches, plinth, sides of foundations

2 etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 50 and for all lift.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 100 392.15 39215

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies and Sqm 200 927.25 185450

access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 60 736.4 44184

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 90 961.3 86517

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth level cum 220 10585.9 2328898

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 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 Fe- Kg 17500 107.85 1887375

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay modular

6.2 bricks of class designation 7.5 in foundation and

8.0 CLADDING WORK

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

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

Granite stone slab colour black, Cherry/Ruby

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 150 1267.95 190192.5

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

14 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

9.40S 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 180 238.35 42903

plugs screws etc.

9.105S GYPSUM BOARD PARTITIONS

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

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

9.120 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.

16 9.120.2 30 mm thick pre laminated PVC door shutters Sqm 18 3663.8 65948.4

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 5550 133.7 742035

in built up sections, trusses and framed work,

17 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

11.0 FLOORING

11.16S TILE FLOORING

Chequered precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed with

neat cement slurry mixed with pigment to

match the shade of tiles, including rubbing and

cleaning etc. complete, on 20 mm thick bed of

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

18 11.20.4 Ordinary cement without any pigment Sqm 2000 1056.35 2112700

11.26S KOTA STONE FLOORING

Kota stone slab flooring over 20 mm (average)

thick base laid over and jointed with grey

cement slurry mixed with pigment to match the

shade of the slab, including rubbing and

polishing complete with base of cement mortar

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

11.41S VITRIFIED FLOOR TILES

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 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.,

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

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 :

12.41 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for

thermal expansion, (i) Single socketed pipes.

13.0 FINISHING

CEMENT PLASTER WITH A FLOATING COAT OF

12 mm cement plaster finished with a floating

coat of neat cement of mix :

13.44S EXTERIOR FINISHING

Wall painting with acrylic emulsion paint,

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.

Painting with synthetic enamel paint of

13.99 approved brand and manufacture of required

colour to give an even shade :

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 500 2434.25 1217125

equivalent design mix)

Dismantling tile work in floors and roofs laid in

15.23 cement mortar including stacking material

within 50 metres lead.

15.23.2 For thickness of tiles above 25 mm and up to 40 Sqm 60 113.35 6801

15.59 Dismantling of flexible pavement (bituminous cum 20 420.8 8416

courses) by mechanical means and disposal of

dismantled material up to a lead of 1kilometre,

as per direction of Engineer-in-charge.

15.60 Disposal of building rubbish / malba / similar cum 1600 263.95 422320

unserviceable, dismantled or waste materials

by mechanical means, including loading,

29 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

16.42S CONCRETE PAVEMENTS

MUMBAI- CST-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

16.43 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 separately).

16.43.2 Cement concrete manufactured in automatic cum 125 11098.45 1387306.25

30 batching plant (RMC plant) including

transportation to site in transit mixer

16.49S MISCELLANEOUS

16.75 Providing and laying C.C. pavement of mix M-25 cum 585 9823.8 5746923

with ready mixed concrete from batching plant.

The ready mixed concrete shall be laid and

finished with screed board vibrator , vacuum

31 dewatering process and finally finished by

floating, brooming with wire brush etc.

complete as per specifications and directions of

Engineer-in-charge. (The panel shuttering work

shall be paid for separately).

16.90 Providing and laying tactile tile (for vision Sqm 500 2017.6 1008800

impaired persons as per standards) of size

300x300x9.8mm having with water absorption

less than 0.5% and conforming to IS:15622 of

approved make in all colours and shades in for

outdoor floors such as footpath, court yard,

multi modals location etc., laid on 20mm thick

base of cement mortar 1:4 (1 cement : 4 coarse

sand) in all shapes & patterns including

grouting the joints with white cement mixed

with matching pigments etc. complete as per

direction of Engineer-in-Charge.

17.0 SANITARY INSTALLATIONS

17.1S General

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 Each 6 6515.55 39093.3

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:

17.7.4 White Vitreous China Flat back wash basin size Each 3 1879.2 5637.6

34 550x 400 mm with single 15 mm C.P. brass

17.22 Providing and fixing G.I. inlet connection for Each 6 142.85 857.1

flush pipe connecting with W.C. pan.

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

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

Providing and fixing PTMT Bottle Trap for Wash

basin and sink.

17.70.2 Bottle trap 38 mm single piece moulded with Each 6 375.65 2253.9

height of 270 mm, effective length of tail pipe

37 260 mm from the centre of the waste coupling,

77 mm breadth with 25 mm minimum water

seal, weighing not less than 263 gms

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, including all CPVC

plain & brass threaded fittings and 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

Providing and fixing G.I. pipes complete with

18.12 G.I. fittings including trenching and refilling etc.

Making connection of G.I. distribution branch

with G.I. main of following sizes by providing

and fixing tee, including cutting and threading

the pipe etc. complete :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Per 20000 11 220000

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.

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing, laying and jointing glazed stoneware

pipes class SP-1 with stiff mixture of cement

19.1 mortar in the proportion of 1:1 (1 cement : 1

fine sand) including testing of joints etc.

Providing and laying non-pressure NP2 class

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

19.6 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

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

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

21.1 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 separately) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness Kg 25 530.9 13272.5

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 32 634.45 20302.4

of powder coating 50 micron)

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.

Item- 2 Part-B DSR ITEM:- Raising / Resurfacing of Platforms at Ambivali, Vashind, Asangaon, Khadavali

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

2.0 EARTH WORK

2.1S General

Earth work in surface excavation not exceeding

30 cm in depth but exceeding 1.5 m in width as

well as 10 sqm on plan including getting out

and disposal of excavated earth upto 50 m and

lift upto 1.5 m, as directed by Engineer-in-

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as

2.6 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-

Felling trees of the girth (measured at a height

of 1 m above ground level), including cutting of

2.33 trunks and branches, removing the roots and

stacking of serviceable material and disposal of

unserviceable material.

2.33.3 Beyond 120 cm girth upto and including 240 cm Each 12 11020.15 132241.8

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size derived

from natural sources)

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

4.5S CEMENT CONCRETE PRECAST

Providing and fixing up to floor five level precast

cement concrete solid block, including hoisting

4.7 and setting in position with cement mortar 1:3

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

centering, shuttering complete :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size derived

from natural sources).

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade

of reinforced cement concrete, 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)

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 2260 392.15 886259

for mass concrete

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth level cum 160 10585.9 1693744

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 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 Fe- Kg 9300 107.85 1003005

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay modular

6.2 bricks of class designation 7.5 in foundation and

8.0 CLADDING WORK

8.1S General

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

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

Granite stone slab colour black, Cherry/Ruby

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-

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed with Kg 9000 117.35 1056150

or without connecting plate, including cutting,

16 hoisting, fixing in position and applying a

priming coat of approved steel primer all

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

10.28 Providing and fixing stainless steel ( Grade 304) Kg 600 772.4 463440

railing made of Hollow tubes, channels, plates

etc., including welding, grinding, buffing,

polishing and making curvature (wherever

required) and fitting the same with necessary

stainless steel nuts and bolts complete,

including fixing the railing with necessary

18 accessories & stainless steel dash fasteners ,

stainless steel bolts etc., of required size, on the

top of the floor or the side of waist slab with

suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose only

weight of stainless steel members shall be

considered excluding fixing accessories such as

nuts, bolts, fasteners etc.).

11.0 FLOORING

11.16S TILE FLOORING

Chequered precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed with

neat cement slurry mixed with pigment to

match the shade of tiles, including rubbing and

cleaning etc. complete, on 20 mm thick bed of

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

11.20.2 Medium shade pigment using 50% white Sqm 2250 1328.35 2988787.5

cement 50% Grey cement

11.26S KOTA STONE FLOORING

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Kota stone slab flooring over 20 mm (average)

thick base laid over and jointed with grey

cement slurry 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) :

11.41S VITRIFIED FLOOR TILES

Providing and laying flamed finish Granite stone

flooring in required design and patterns, in

linear as well as curvilinear portions of the

building all complete as per the architectural

drawings with 18 mm thick stone slab over 20

mm (average) thick base of cement mortar 1:4

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

cement slurry and pointing with white cement

slurry admixed with pigment of matching shade

including rubbing, curing and polishing etc. all

complete as specified and as directed by the

Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Sqm 1600 3186.7 5098720

Cherry Red, Elite Brown, Cat Eye or equivalent.

13.0 FINISHING

CEMENT PLASTER WITH A FLOATING COAT OF

12 mm cement plaster finished with a floating

coat of neat cement of mix :

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per direction

of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 100 2434.25 243425

equivalent design mix)

Dismantling tile work in floors and roofs laid in

15.23 cement mortar including stacking material

within 50 metres lead.

15.23.2 For thickness of tiles above 25 mm and up to 40 Sqm 8100 113.35 918135

15.59 Dismantling of flexible pavement (bituminous cum 330 420.8 138864

courses) by mechanical means and disposal of

dismantled material up to a lead of 1kilometre,

as per direction of Engineer-in-charge.

15.60 Disposal of building rubbish / malba / similar cum 2000 263.95 527900

unserviceable, dismantled or waste materials

by mechanical means, including loading,

27 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

16.49S MISCELLANEOUS

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

16.90 Providing and laying tactile tile (for vision Sqm 1000 2017.6 2017600

impaired persons as per standards) of size

300x300x9.8mm having with water absorption

less than 0.5% and conforming to IS:15622 of

approved make in all colours and shades in for

outdoor floors such as footpath, court yard,

multi modals location etc., laid on 20mm thick

base of cement mortar 1:4 (1 cement : 4 coarse

sand) in all shapes & patterns including

grouting the joints with white cement mixed

with matching pigments etc. complete as per

direction of Engineer-in-Charge.

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

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 )