A) Improvement to circulating area, entrance lobby, provision of glass doors and partition etc. at G+6 Super Specialty Building at Dr. B.A.M. Hospital, Byculla. B) Byculla Hospital : Face-lift & renovation of external surface. C) Improvement / repair to AM Hostel, Parel for one wing convert into RPF Ladies Barrack for 45 beds at Parel. D) Byculla Hospital - Internal & external repairing and waterproofing of existing G+4 Hospital Building at Dr. BAM Hospital, Byculla.

existing G+4 Hospital Building at Dr. BAM Hospital, Byculla.

Item- 1 Part D1 DSR Item

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 1000 411.3 411300

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.

5.0 REINFORCED CEMENT CONCRETE

5.1S CAST IN SITU

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

5.9.1 Foundations, footings, bases of columns, etc. Sqm 300 307.95 92385

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 300 766.55 229965

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 300 608.35 182505

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 300 804.25 241275

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 8000 89.65 717200

Fe-500D or more.

5.33S DESIGN MIX CONCRETE

5.35 Add for using extra cement in the items of Quintal 150 688.45 103267.5

8 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

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

(non modular) bricks of class designation 7.5

in superstructure above plinth level up to

floor V level in all shapes and sizes in :

6.26S EXPOSED BRICK WALL

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

6.38 Providing and laying Autoclaved Aerated cum 20 8890.8 177816

concrete(AAC) blocks masonry 100 mm/ 125

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 level

up to floor V level in cement mortar 1:4 (1

cement : 4 coarse sand ). The rate includes

providing and placing in position 2 Nos 6 mm

dia M.S. bars at every third course of

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).

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 800 197.7 158160

plugs screws etc.

9.70S STAINLESS STEEL FITTINGS

Providing and fixing IS : 12817 marked

9.71 stainless steel butt hinges (heavy weight)

with stainless steel screws etc. complete :

9.72S BRASS FITTINGS

Providing and fixing bright finished brass

9.74 tower bolts (barrel type) with necessary

screws etc. complete :

Providing and fixing bright finished brass

handles with screws etc. complete:

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or Kg 1000 111.95 111950

welded in built up sections, trusses and

18 framed work, 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 Sqm 30 9397.35 281920.5

steel shutters with vertical channels

20x10x2 mm and braced with flat iron

diagonals 20x5 mm size, with top and

19 bottom rail of T-iron 40x40x6 mm, with 40

mm dia steel pulleys, complete with bolts,

nuts, locking arrangement, stoppers,

handles, including applying a priming coat of

approved steel primer.

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming coat

of approved steel primer using structural

steel etc. as required.

10.25.1 In stringers, treads, landings etc. of stair Kg 1000 102.25 102250

20 cases, including use of chequered plate

wherever required, all complete

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

12.0 ROOFING

Providing, fixing and embedding sand cast

iron accessories for rain water pipes in the

masonry surrounded with 12 mm thick

cement mortar of the same mix, as that of

masonry (lead caulking will be paid for

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 pipes.

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain

12.42 water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming

to IS : 5382, leaving 10 mm gap for thermal

12.42.5 Bend 87.5 degrees

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.11S CEMENT PLASTER IN TWO COATS

13.12 18 mm cement plaster in two coats under Sqm 1200 461.85 554220

layer 12 mm thick cement plaster 1:5 (1

26 cement : 5 coarse sand) and a top layer 6

mm thick cement plaster 1:3 (1 cement : 3

coarse sand) finished rough with sponge.

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris putty Sqm 800 214.3 171440

of 2 mm thickness over plastered surface to

prepare the surface even and smooth

Applying one coat of water thinnable cement

13.43 primer of approved brand and manufacture

on wall surface :

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 500 158.95 79475

29 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zinc chromate Sqm 1200 55.5 66600

30 primer of approved brand and manufacture

on steel galvanised iron/ steel works

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

14.0 REPAIRS TO BUILDING

Renewing glass panes, with wooden fillets

wherever necessary:

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

14.6.1 Float glass panes of nominal thickness 4 mm Sqm 100 1351.15 135115

(weight not less than 10kg/sqm)

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per

direction of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 50 2007.1 100355

equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 20 2928.1 58562

mechanical means including stacking of steel

34 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.

15.56 Dismantling old plaster or skirting raking out Sqm 1200 45.05 54060

joints and cleaning the surface for plaster

including disposal of rubbish to the dumping

ground within 50 metres lead.

17.0 SANITARY INSTALLATIONS

Providing and fixing M.S. holder-bat clamps

of approved design to Sand Cast iron/cast

iron (spun) pipe embedded in and including

cement concrete blocks 10x10x10 cm of

1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal

size), including cost of cutting holes and

making good the walls etc. :

Providing and fixing plain bend of required

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, including fixing the 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 G.I. pipes complete with

G.I. fittings and clamps, i/c cutting and

making good the walls etc.-Internal work -

Exposed on wall

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality (screwed

21.0 ALUMINIUM WORK

Providing and fixing aluminium work for

doors, windows, ventilators and partitions

with extruded built up standard tubular

sections/ appropriate Z sections and other

sections of approved make conforming to IS:

733 and IS: 1285, fixing with dash fasteners

of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM

rubber/ neoprene gasket etc. Aluminium

sections shall be smooth, rust free, straight,

mitred and jointed mechanically wherever

required including cleat angle, Aluminium

snap beading for glazing / paneling, C.P.

brass / stainless steel screws, all complete as

per architectural drawings and the directions

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

dash fasteners to be paid for separately) :

21.1.1 For fixed portion

thickness 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)

thickness of powder coating 50 micron)

Providing and fixing glazing in aluminium

door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene

21.3 gasket etc. complete as per the architectural

drawings and the directions of engineer-in-

charge . (Cost of aluminium snap beading

shall be paid in basic item):

21.3.2 With float glass panes of 5 mm thickness Sqm 200 1325.55 265110

(weight not less than 12.50 kg/sqm)

26.0 NEW TECHNOLOGIES AND MATERIALS

26.28S REPAIR AND REHABILITATION ITEMS

Chipping of unsound/weak concrete material

from slabs, beams, columns etc. with manual

Chisel and/ or by standard power driven

percussion type or of approved make

including tapering of all edges, making

26.28 square shoulders of cavities including

cleaning the exposed concrete surface and

reinforcement with wire brushes etc. and

disposal of debris for all lead and lifts all

complete as per direction of Engineer-In-

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Cleaning of reinforcement from rust from the

reinforcing bars to give it a total rust free

steel surface by using alkaline chemical rust

remover of approved make with paint brush

26.29 and removing loose particles after 24 hours

of its application with wire brush and

thoroughly washing with water and allowing

it to dry, all complete as per direction of

Engineer-In-Charge.

Providing, mixing and applying bonding coat

of approved adhesive on chipped portion of

RCC as per specifications and direction of

Engineer-In-charge complete in all respect.

modified cementitious bond coat @ 2.2 kg

cement per sqm of surface area mixed with

specified proportion of approved polymer

Providing, mixing and applying SBR polymer

(of approved make) modified Cement mortar

in proportion of 1:4 (1 cement: 4 graded

coarse sand with polymer minimum 2% by

wt. of cement used) as per specifications and

directions of Engineer-in-charge.