1. Pune-Development of Railway Hospital at Pune under ADEN/M/Pune. 2. Maintenance of railway health unit at GPR under ADEN/M/PA 3. Modification of existing Pathology laboratory, dialysis center and physiotherapy center etc. in Divisional Railway Hospital at Pune under ADEN/M/PA. [ Making of pathway , dome shaped shed from old OPD building to Administrative building and wall for the room No 11 ii) Boundary wall of hospital behind Administrative building iii) Shed of RO plant on top floor of Administrative building iv) Covered car parking for doctors and officers at DRH Pune near new block. Minor repair of existing billing section v) Construction of dormitory on top floor of old building casualty side, for patient's relatives who are coming from out station. (04 rooms total out of which two rooms each for male and female with attached toilets and bathrooms similar to supervisor rest house with scope of kitchen facility). vi) Construction of additional toilet block for female patients in first floor of old building. vii) Shifting of O2 plant which is located in front of main entrance of the hospital to an area behind casualty.viii) Improvement to GPR medical facility. etc. ] {Re-invite}

etc. in Divisional Railway Hospital at Pune under ADEN/M/PA.

Modification of existing Pathology laboratory, dialysis center and physiotherapy center etc. in

Divisional Railway Hospital at Pune under ADEN/M/PA.

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 700 494.1 345870

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

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, for

all lift, including getting out the excavated soil

and disposal of surplus excavated soil as

directed, within a lead of 50 m.

Excavation work by mechanical means

(Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding

1.5m 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 soils as

directed, within a lead of 50 m.

2.25A Excavating, supplying and filling of local earth cum 430 700.5 301215

(including royalty) by mechanical transport upto

a lead of 5km also including ramming and

watering of the earth in layers not exceeding 20

cm in trenches, plinth, sides of foundation etc.

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, struts,

4.2 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

PUNE DIVISION-ENGG/CENTRAL RLY

derived from natural sources : 4 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

5.9.2 Walls (any thickness) including attached Sqm 600 842.5 505500

9 pilasters, buttresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies and Sqm 470 927.25 435807.5

access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 1100 736.4 810040

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 1100 961.3 1057430

5.9.7 Stairs, (excluding landings) except spiral- Sqm 175 764.95 133866.25

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 23000 107.85 2480550

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 Fe- Kg 23000 107.85 2480550

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 200 9504.75 1900950

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 250 9860.4 2465100

content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

6.26S EXPOSED BRICK WALL

PUNE DIVISION-ENGG/CENTRAL RLY

6.40 Providing and laying Gypsum panel partitions Sqm 600 1023.6 614160

100 mm thick with water proof Gypsum panels

of size 666x500x100 mm, made of calcite

phosphor Gypsum fixed with tongue and groove

19 edges and jointed with bonding plaster as per

manufacturer's specifications in superstructure

above plinth level up to floor V level. Gypsum

blocks will have a minimum compressive

strength of 9.3 kg/cm2

6.41 Extra for Gypsum panel Partitions in Sqm 600 181.15 108690

20 superstructure above floor V level for every four

floors or part thereof.

6.47 Providing and laying Autoclaved Aerated cum 300 8333.65 2500095

Concrete (AAC) blocks masonry with 150 mm to

300 mm thick with Grade -1 AAC blocks of

density 551 to 650 kg/cum conforming to IS:

2185 (Part 3) in super structure above plinth

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

level and lintel level with approved block laying

polymer modified adhesive mortar all complete

as per direction of Engineer-in-Charge. (The

payment of RCC band and reinforcement shall

be made for separately).

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

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-

8.20S STONE WORK DRY CLADDING

PUNE DIVISION-ENGG/CENTRAL RLY

8.32 Designing, fabricating, testing, installing and Sqm 100 5015.05 501505

fixing 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

metallic colour of approved shades made out of

4 mm thick aluminium composite panel material

consisting of 3 mm thick FR grade mineral core

sandwiched between two Aluminium sheets

(each 0.5 mm 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

25 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 items. 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 Aluminium 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 and fixing panelling or panelling and

glazing in panelled or panelled and glazed

shutters for doors, windows and clerestory

windows (Area of opening for panel inserts

excluding portion inside grooves or rebates to

be measured). Panelling for panelled or

panelled and glazed shutters 25 mm to 40 mm

9.7.7 Float glass panes

9.7.7.1 4 mm thick glass pane (weight not less than Sqm 210 2241.8 470778

PUNE 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 180 3167.95 570231

Steel butt hinges with necessary screws

9.23 Extra for providing lipping with 2nd class teak Sqm 180 462.35 83223

wood battens 25 mm minimum depth on all

edges of flush door shutters (over all area of

door shutter to be measured).

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing fly proof galvanized M.S.

wire gauge to windows and clerestory windows

9.51 using wire gauge with average width of

aperture 1.4 mm in both directions with wire of

dia 0.63 mm all complete.

9.72S BRASS FITTINGS

Providing and fixing bright finished brass tower

9.74 bolts (barrel type) with necessary screws etc.

9.76 Providing and fixing bright finished brass 100 Each 30 854.65 25639.5

mm mortice latch and lock with 6 levers and a

pair of lever handles of approved quality with

necessary screws etc. complete.

9.105S GYPSUM BOARD PARTITIONS

Providing and fixing partition upto ceiling height

consisting of G.I. frame and required board,

including providing and fixing of frame work

made of special section power pressed/ roll

form G.I. sheet with zinc coating of 120

gms/sqm(both side inclusive),consisting of floor

and ceiling channel 50mm wide having equal

flanges of 32 mm and 0.50 mm thick, fixed to

the floor and ceiling at the spacing of 610 mm

centre to centre with dash fastener of 12.5 mm

dia meter 50 mm length or suitable anchor

fastener or metal screws with nylon plugs and

the studs 48 mm wide having one flange of 34

mm and other flange 36 mm and 0.50 mm thick

fixed vertically within flanges of floor and

ceiling channel and placed at a spacing of 610

mm centre to centre by 6 mm dia bolts and

nuts, including fixing of studs along both ends

9.105 of partition fixed flush to wall with suitable

anchor fastener or metal screws with nylon

plugs at spacing of 450 mm centre to centre,

and fixing of boards to both side of frame work

by 25 mm long dry wall screws on studs, floor

and ceiling channels at the spacing of 300 mm

centre to centre. The boards are to be fixed to

the frame work with joints staggered to avoid

through cracks, M.S. fixing channel of 99 mm

width (0.9 mm thick having two flanges of 9.5

mm each) to be provided at the horizontal joints

of two boards, fixed to the studs using metal to

metal flat head screws, including jointing and

finishing to a flush finish with recommended

jointing compound, jointing tape, angle beads

at corners (25 mm x 25mm x 0.5 mm), joint

finisher and two coats of primer suitable for

board as per manufacture's specification and

direction of engineer in charge all complete.

PUNE DIVISION-ENGG/CENTRAL RLY

9.105.5 66 mm overall thickness partition using 8 mm Sqm 100 2034.4 203440

thick double skin multipurpose cement bonded

32 wood particle board manufactured as per IS:

14276 with suitable cement bonded board

9.122 Providing and fixing to existing door frames.

9.122.2 30 mm thick Fiberglass Reinforced Plastic Sqm 130 4488.95 583563.5

(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

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-in-charge.

9.169 Providing and fixing 19 mm thick both side Sqm 120 2593.15 311178

balancing lamination factory pressed BWP

grade marine ply as per IS 710 of approved

34 brand boxes, shelves, racks, almirah, cupboard

and drawer etc. including necessary nails,

screws etc. complete as per direction of

Engineer-in-charge.

10.0 STEEL WORK

10.1S General

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.

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel etc.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 6000 172.6 1035600

brackets, gates and similar works

11.0 FLOORING

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 1200 1096.55 1315860

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.,

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.,

12.0 ROOFING

12.1S SHEET ROOFING

PUNE DIVISION-ENGG/CENTRAL 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 complete :

12.5.1 1.60 mm thick with zinc coating not less than Metre 150 1863.9 279585

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.

Providing and fixing unplasticised -PVC pipe

clips of approved design to unplasticised - PVC

rain water pipes by means of 50x50x50 mm

hard wood plugs, 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.

Providing and fixing false ceiling at all height

including providing and fixing of frame work

made of special sections, power pressed from

M.S. sheets and galvanized with zinc coating of

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

277 and consisting of angle cleats of size 25

mm wide x 1.6 mm thick with flanges of 27 mm

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

flange fixed to the ceiling with dash fastener

12.5 mm dia x 50 mm long with 6 mm dia bolts,

other flange of cleat fixed to the angle hangers

of 25x10x0.50 mm of required length with nuts

& bolts of required size and other end of angle

hanger fixed with intermediate G.I. channels

45x15x0.9 mm running at the spacing of 1200

mm centre to centre, to which the ceiling

section 0.5 mm thick bottom wedge of 80 mm

with tapered flanges of 26 mm each having lips

of 10.5 mm, at 450 mm centre to centre, shall

be fixed in a direction perpendicular to G.I.

intermediate channel with connecting clips

made out of 2.64 mm dia x 230 mm long G.I.

wire at every junction, including fixing

perimeter channels 0.5 mm thick 27 mm high

having flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition with

the help of rawl plugs at 450 mm centre, with

25mm long dry wall screws @ 230 mm interval,

including fixing of gypsum board to ceiling

section and perimeter channel with the help of

dry wall screws of size 3.5 x 25 mm at 230 mm

c/c, including jointing and finishing to a flush

finish of tapered and square edges of the board

with recommended jointing compound , jointing

tapes , finishing with jointing compound in 3

layers covering upto 150 mm on both sides of

joint and two coats of primer suitable for board,

all as per manufacturer's specification and also

including the cost of making openings for light

fittings, grills, diffusers, cutouts made with

frame of perimeter channels suitably fixed, all

complete as per drawings, specification and

direction of the Engineer in Charge but

excluding the cost of painting with :

12.45.3 12.5 mm thick tapered edge gypsum moisture Sqm 600 1529.1 917460

resistant board

13.0 FINISHING

PUNE DIVISION-ENGG/CENTRAL RLY

13.1S CEMENT PLASTER (IN FINE SAND)

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of paris putty of Sqm 5000 262.7 1313500

44 2 mm thickness over plastered surface to

prepare the surface even and smooth complete.

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement paint

of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 Sqm 5000 116.9 584500

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

13.78 Providing and applying 12 mm thick (average) Sqm 500 468.9 234450

premixed formulated one coat gypsum light

weight plaster having additives and light weight

aggregates as vermiculite/ perlite respectively

47 conforming to IS: 2547 (Part - 1 & II) 1976,

applied on hacked / uneven background such as

bare brick/ block/ RCC work on walls & ceiling at

all floors and locations, finished in smooth line

and level etc. complete.

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

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:

17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 15 6767.4 101511

size 580x440 mm with integral type foot rests

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 15 2648.85 39732.75

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

Providing and fixing controlled flush, low level

17.19 cistern made of vitreous china with all fittings

Providing and fixing PTMT Waste Coupling for

17.69 wash basin and sink, of approved quality and

17.69.2 Waste coupling 38 mm dia of 83 mm length and Each 20 122.4 2448

77mm breadth, weighing not less than 60 gms

Providing and fixing PTMT Bottle Trap for Wash

basin and sink.

17.70.2 Bottle trap 38 mm single piece moulded with Each 20 375.65 7513

height of 270 mm, effective length of tail pipe

52 260 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

18.1S PE-AL-PE COMPOSITE PRESSURE PIPE

PUNE DIVISION-ENGG/CENTRAL RLY

Providing and fixing Polyethylene-Aluminium-

Polyethylene PE-AL-PE Composite Pressure

Pipes conforming to IS - 15450, U.V. stabilized

with carbon black having thermal stability for

hot & cold water supply, capable to withstand

temperature up to 80 degreeC, including all

special fittings of composite material

18.2 (engineering plastic blend and brass inserts

wherever required) e.g. elbows, tees, reducers,

couplers & connectors etc., with clamps at 1.00

metre spacing. This includes the costs of cutting

chases and including testing of joints complete

as per direction of the engineer incharge.

Concealed work, including cutting chases and

making good the wall etc.

Providing and fixing Polyethylene-Aluminium-

Polyethylene PE-AL-PE Composite Pressure

Pipes conforming to IS - 15450, U.V. stabilized

with carbon black having thermal stability for

hot & cold water supply, capable to withstand

temperature up to 80 degreeC, including all

18.3 special fittings of composite material

(engineering plastic blend and brass inserts

wherever required) e.g. elbows, tees, reducers,

couplers & connectors etc., with trenching,

refilling and testing of joints complete as per

direction of the engineer in charge. ( External

18.15S BRASS FITTINGS

Providing and fixing brass bib cock of approved

Providing and fixing brass stop cock of

approved quality :

Providing and fixing gun metal gate valve with

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

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Providing and fixing G.I. Union in G.I. pipe

18.46 including cutting and threading the pipe and

making long screws etc. complete (New work) :

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 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 :

PUNE DIVISION-ENGG/CENTRAL RLY

Constructing brick masonry manhole in cement

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

R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5

coarse sand (zone-III) : 3 graded stone

aggregate 20 mm nominal size),foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand

(zone-III) : 8 graded stone aggregate 40 mm

19.7 nominal size), inside plastering 12 mm thick

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

sand) finished with floating coat of neat cement

and making channels in cement concrete1:2:4

(1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) finished with a

floating coat of neat cement complete as per

standard design :

Inside size 90x80 cm and 45 cm deep including

C.I. cover with frame (light duty) 455x610 mm

19.7.1 internal dimensions, total weight of cover and

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

23 kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) Each 15 12770.55 191558.25

bricks of class designation 7.5

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

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 915 530.9 485773.5

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 900 634.45 571005

of powder coating 50 micron)

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 aluminium

doors, windows shutters and partition frames

with C.P. brass / stainless steel screws etc.

complete as per architectural drawings and

directions of engineer-in-charge.

21.2.2 Pre-laminated particle board with decorative Sqm 150 1115.4 167310

lamination on both sides

Item Breakup - 1A-Development of Railway Hospital at Pune under ADEN/M/Pune.

prepare the surface even and smooth complete. 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement paint 13.44 of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 Sqm 4000 116.9 467600 47 kg/10 sqm) Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 48 13.61.1 Two or more coats on new work Sqm 5000 155.9 779500 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 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 49 equivalent design mix) 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. 50 15.7.4 In cement mortar cum 30 2060.2 61806 Dismantling tile work in floors and roofs laid in 15.23 cement mortar including stacking material within 50 metres lead. 51 15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 500 73.4 36700 15.58 Demolishing R.C.C. work by mechanical means cum 70 2818.9 197323 and stockpiling at designated locations and disposal of dismantled materials up to a lead of 52 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade with Sqm 145 218.9 31740.5 power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating 53 with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 16.3 Supplying and stacking at site. 54 16.3.1 90 mm to 45 mm size stone aggregate cum 150 2098.4 314760 55 16.3.2 63 mm to 45 mm size stone aggregate cum 150 1636.05 245407.5 16.42S CONCRETE PAVEMENTS PUNE 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). 16.43.1 Cement concrete prepared with batch mixing cum 195 10529.35 2053223.25 56 machine 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 required: 17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 10 6767.4 67674 57 size 580x440 mm with integral type foot rests 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 10 2648.85 26488.5 58 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing controlled flush, low level 17.19 cistern made of vitreous china with all fittings complete. 59 17.19.1 10 litre (full flush) capacity-white Each 10 2243.75 22437.5 Providing and fixing PTMT Waste Coupling for 17.69 wash basin and sink, of approved quality and colour. 17.69.2 Waste coupling 38 mm dia of 83 mm length and Each 10 122.4 1224 60 77mm breadth, weighing not less than 60 gms Providing and fixing PTMT Bottle Trap for Wash 17.70 basin and sink. 17.70.2 Bottle trap 38 mm single piece moulded with Each 10 375.65 3756.5 height of 270 mm, effective length of tail pipe

77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 18.0 WATER SUPPLY 18.1S PE-AL-PE COMPOSITE PRESSURE PIPE PUNE DIVISION-ENGG/CENTRAL RLY Providing and fixing Polyethylene-Aluminium- Polyethylene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 degreeC, including all special fittings of composite material 18.2 (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer incharge. Concealed work, including cutting chases and making good the wall etc. 62 18.2.1 1216 (16 mm OD) pipe Metre 100 522.7 52270 63 18.2.2 1620 (20 mm OD) pipe Metre 100 557.55 55755 64 18.2.3 2025 (25 mm OD) pipe Metre 200 627.25 125450 Providing and fixing Polyethylene-Aluminium- Polyethylene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 degreeC, including all 18.3 special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge. ( External work ) 65 18.3.1 1216 (16 mm OD) pipe Metre 100 263.2 26320 66 18.3.3 2025 (25 mm OD ) pipe Metre 100 340.85 34085 67 18.3.6 4050 (50 mm OD ) pipe Metre 300 799.8 239940 18.15S BRASS FITTINGS Providing and fixing brass bib cock of approved 18.15 quality : 68 18.15.1 15 mm nominal bore Each 30 353.25 10597.5 Providing and fixing brass stop cock of 18.16 approved quality : 69 18.16.1 15 mm nominal bore Each 30 353.25 10597.5 Providing and fixing gun metal gate valve with 18.17 C.I. wheel of approved quality (screwed end) : 70 18.17.4 50 mm nominal bore Each 15 1026.65 15399.75 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe 18.46 including cutting and threading the pipe and making long screws etc. complete (New work) : 71 18.46.1 15 mm nominal bore Each 10 318.35 3183.5 72 18.46.3 25 mm nominal bore Each 10 439.25 4392.5 73 18.46.6 50 mm nominal bore Each 15 823.8 12357 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 74 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 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 : PUNE DIVISION-ENGG/CENTRAL RLY 75 19.6.4 300 mm dia. R.C.C. pipe Metre 150 994.3 149145 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm 19.7 nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm 19.7.1 internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S. (non modular) Each 10 12770.55 127705.5 76 bricks of class designation 7.5 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 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 350 530.9 185815 77 of powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 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 450 634.45 285502.5 78 of powder coating 50 micron) 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 aluminium 21.2 doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.2 Pre-laminated particle board with decorative Sqm 50 1115.4 55770 79 lamination on both sides 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS PUNE DIVISION-ENGG/CENTRAL RLY 26.72 Providing and laying 60mm thick factory made Sqm 500 829.75 414875 cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory 80 compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. Total 32136695.80

Item Breakup - 2A-Maintenance of railway health unit at GPR under ADEN/M/PA