ROHA- Upgradation of Roha Station including station building, service building, facade and Circulation area etc.

Circulation area etc.

Item- 6 Resurfacing & Extension of Platform (PF Nos.1, 2&3,4&5)

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

2.0 EARTH WORK

Earth work in rough excavation, banking excavated earth

in layers not exceeding 20cm in depth, breaking clods,

watering, rolling each layer with 1/2 tonne roller or wooden

or steel rammers, and rolling every 3rd and top-most layer

with power roller of minimum 8 tonnes and dressing up in

embankments for roads, flood banks, marginal banks and

guide banks or filling up ground depressions, lead upto 50

m and lift upto 1.5 m :

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in

2.6 depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m

and lift upto 1.5 m, as directed by Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in

2.7 depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m

and lift upto 1.5 m, as directed by Engineer-in-charge.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete of

4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from cum 28 7365.15 206224.2

4 natural sources : 4 graded stone aggregate 20 mm

nominal size derived from natural sources)

Providing and fixing up to floor five level precast cement

concrete solid block, including hoisting and setting in

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

sand), cost of required centering, shuttering complete :

4.7.1 1:1.5:3 (1 Cement: 1.5 coarse sand(zone-III) derived from cum 135 15762.45 2127930.75

5 natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources).

5.0 REINFORCED CEMENT CONCRETE

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth level up to floor cum 27 9673.5 261184.5

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

6 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

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

5.22A straightening, cutting, bending, placing in position and

binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or Kg 2120 89.65 190058

6.0 MASONRY WORK

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

bricks of class designation 7.5 in foundation and plinth in:

8.0 CLADDING WORK

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

8.2 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 of edges

to give high gloss finish etc. complete at all levels.

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

Providing edge moulding to 18 mm thick marble stone

counters, Vanities etc., including machine polishing to

edge to give high gloss finish etc. complete as per design

approved by Engineer-in-Charge.

10.0 STEEL WORK

Steel work in built up tubular (round, square or rectangular

hollow tubes etc.) trusses etc., including cutting, hoisting,

10.16 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 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 cases, including Kg 4000 102.25 409000

use of chequered plate wherever required, all complete

11.0 FLOORING

11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 cum 665 7958.65 5292502.25

14 coarse sand : 4 graded stone aggregate 20 mm nominal

size), including finishing complete.

11.16S TILE FLOORING

Chequerred precast cement concrete tiles 22 mm thick in

footpath & courtyard, jointed with neat cement slurry

11.20 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 cement 50% Sqm 775 1160 899000

16 11.20.3 Dark shade pigment using ordinary cement Sqm 3100 983.95 3050245

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

11.26 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) :

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

15 mm cement plaster on rough side of single or half brick

CEMENT PLASTER WITH A FLOATING COAT OF NEAT

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with

a floating coat of neat cement.

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by mechanical

15.2 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 equivalent design cum 450 2007.1 903195

15.3 Demolishing R.C.C. work manually/ by mechanical means cum 27 2928.1 79058.7

including stacking of steel bars and disposal of

unserviceable material within 50 metres lead as per

direction of Engineer - in- charge.

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

15.25 Dismantling stone slab flooring laid in cement mortar Sqm 3700 219.75 813075

22 including stacking of serviceable material and disposal of

unserviceable material within 50 metres lead.

16.0 ROAD WORK

16.42S CONCRETE PAVEMENTS

16.44 Extra for providing and mixing hardening compound of Litre 2260 48.15 108819

23 approved quality as per manufacturer's specification in

cement concrete.

16.49S MISCELLANEOUS

16.64 Providing and laying 75 mm thick compacted bed of dry Sqm 1100 196.3 215930

brick aggregate of 40 mm thick nominal size including

24 spreading, well ramming, consolidating and grouting with

Local sand, including finishing smooth etc. complete as per

direction of Engineer-in-charge.

17.0 SANITARY INSTALLATIONS

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 required :

17.10.1 Kitchen sink with drain board

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 This

18.9 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

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

18.48 Providing and placing on terrace (at all floor levels) Litre 15000 9.7 145500

polyethylene water storage tank, IS : 12701 marked, with

30 cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but

without fittings and the base support for tank.

18.54S PTMT FITTINGS

Providing and fixing PTMT bib cock of approved quality and

18.54.2 15 mm nominal bore, 122mm long, weighing not less than Each 10 143.3 1433

Providing and fixing PTMT stop cock of approved quality

18.55.1 15 mm nominal bore, 86 mm long, weighing not less than Each 10 103.15 1031.5

18.55.2 20 mm nominal bore, 89 mm long, weighing not less than Each 10 113.85 1138.5

Providing and fixing PTMT, push cock of approved quality

18.57.1 15 mm nominal bore, 98 mm long, weighing not less than Each 64 96.45 6172.8

19.0 DRAINAGE

Providing and fixing square-mouth S.W. gully trap class SP-

1 complete with C.I. grating brick masonry chamber with

19.4 water tight C.I. cover with frame of 300 x300 mm size

(inside) the weight of cover to be not less than 4.50 kg and

frame to be not less than 2.70 kg as per standard design:

Providing and laying non-pressure NP2 class (light duty)

R.C.C. pipes with collars jointed with stiff mixture of

cement mortar in the proportion of 1:2 (1 cement : 2 fine

sand) including testing of joints etc. complete :

Providing and fixing in position pre-cast R.C.C. manhole

cover and frame of required shape and approved quality

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Constructing brick masonry road gully chamber 50x45x60

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

sand) including 500x450 mm pre-cast R.C.C. horizontal

grating with frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of Each 20 5589.45 111789

class designation 7.5