detailed estimate for the annual repair & …

DSR

2012

SI.

No.Decription of Items Unit BOQ Qty Rate (Rs.) Amount ( Rs.)

CHAPTER 1- : EARTH WORK

NDSR 1

Cutting/Clearing grass, removal of Scrap materials

and rubbish etc. outside the periphery of the

area cleared ( grass should not be burnt) once in

every 6 months or on requirement subject

maximum to 3 times in a contract year in open

land of Hospital & Staff Quarter residences, (Total

area of premises is about 3120 sqm )

Job 1 50000 50000

CHAPTER 2 :- FINISHING

13.44 2.1Finishing walls with water proofing cement paint

of required shade:

13.44.1New work (Two or more coat applied @

3.84kg/10sqm)Sqm 1000 44.95 44950

NDSR 2.2

Providing & fixing factory made 10 mm thick

good quality mirror for all sizes in toilets,

rooms, HODs etc.do-----------do---------------

complete as per manufacturer's specification

and direction of Engineer-in-charge.

a for toilet size (6'x2') nos. 10 3000 30000

b for comman size (2'x2') nos. 30 1000 30000

13.4 2.3 Cement Plaster (In Coarse Sand) 12mm cement

plaster of mix

13.4.1 1:4 (1 cement : 4 coarse sand) Sqm 100 132.10 13210

13.52 2.4

Finishing with Epoxy paint (two or more

coats) at all locations prepared and applied

as per manufacturer's specifications including

appropriate priming coat, preparation of

surface, etc. complete.

13.52.1 On steel work Sqm 500 105.50 52750

CHAPTER 3 :- ROOFING

12.34 3.1

Providing and fixing thermal insulation of ceiling

(under deck insulation) with Resin Bonded Fibre

glass wool conforming to IS:8183 density 24

kg/m3, 50 mm thick, wrapped in 200 G Virgin

polythene bags fixed to ceiling with metallic cleats

(50 x 50 x 3 mm) @ 60 cm and wire mesh of 12.5

mm x 24 g wire ....

Sqm 50.00 431.70 21,585.00

12.45 3.2

Prov iding & fixing false celing at all height

including providing and fixing of frame work

made special sections, power pressed from M.S.

sheets and galavanized with zinc coating of 120

gms/sqm (both side inclusive) as per IS : 277) and

consisting of angles cleats of size 25 mm wide 1.6

mm thick with flanges of 257 mm and 37 mm, at

1200 mm centre to centre -----------do----------------

--do---------- all complete as per manufacturer's

specification and direction of Engineer-in-charge.

12.45.1 a12.5 mm thick tapered edge gypsm plain board

confirming to IS:2095- part I Sqm 50 691.40 34570

DETAILED ESTIMATE FOR THE ANNUAL REPAIR & MAINTENANCE OF CIVIL & ELECTRICALS WORKS OF ESIC HOSPITAL

MANESAR, SECTOR- 03, PLOT NO-41, IMT, DIST- HARYANA, YR-2013-14.

12.45.2 b 12.5 mm thick tapered edge gypsm fire resistant

board confirming to IS:2095- part I

Sqm 89 785.30 69891.7

12.45.3 c 12.5 mm thick tapered edge gypsm moisture

resistant board.

Sqm 78.00 826.80 64490.4

CHAPTER 4 :- FLOORING

11.264.1

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

sqm 20.00 945.70 18914

11.27 4.2Kota stone slabs 25mm thick in risers of steps,

skirting, dado and pillars laid on 12mm (average)

thick cement mortar 1:3 (1 cement:3 coarse

sqm 23.00 954.10 21944.3

11.31 4.3Extra for pre finished nosing in treads of steps of

kota stone / sand stone slab.metre 187.00 52.45 9808.15

11.36 4.4

Providing and fixing ist quality ceramic glazed wall

tiles conforming to IS: 15622 (thickness to be

specified by the manufacturer) of approved make

in all colours, shades except burgundy, bootle

green black of any sizes as approved by Engineer-

in- charge.

Sqm 50.00 724.25 36212.5

11.39 4.5

Providing and laying rectified Glazed Ceramic

floor tiles 300x300 mm (thickness to be specified

by the manufacturer) of 1st quality conforming to

IS : 15622 of approved make in colours White,

Ivory, Grey, Fume Red Brown laid on 20mm thick

Sqm 38.00 931.50 35397

11.6 4.6 Cement plaster skirting (upto 30 cm height) with

11.6.1 18 mm thick sqm 100.00 258.20 25820

11.41 4.7 Providing and laying vitrified floor tiles in

different sizes (thickness to be specified by the 11.41.2 Size of Tile 60 x 60 cm Sqm 50.00 1,337.10 66855

8.2 4.8

Providing and fixing 18mm 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 of approved shade,colour and

texture laid over 20mm thick base cement mortar

1:4 ( 1 cement:4 coarse sand) with joints treated

with white cement, mixed with matching

pigment,epoxy touch ups, including rubbing,

curing moulding and polishing to the edge to give

high gloss finish etc. complete at all levels.

8.2.2 Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 sqm. sqm 25.00 3,083.40 77085

8.40 4.9

Extra for fixing marble/granite stone over and

above corresponding basic item,in facia and

drops of width upto 150mm with epoxy resin

based adhesive including cleaning etc. complete.

mtr 200.00 185.80 37160

8.50 4.10

Extra for providing opening of required size &

shape for wash basins/ kitchen sink in kitchen

platform, vanity counters and similar location in

marble/granite/stone work including necessary

holes for pillar taps etc. including rubbing and

polishing of cut edges etc. complete.

Each 50.00 281.10 14055

11.3 4.11

Cement concrete flooring 1:2:4 (1cement : 2

coarse sand : 4 graded stone aggregate) finished

with a floating coat of near cement including

cement slurry, but excluding the cost of nosing of

steps etc. complete.

11.3.140 mm thick with 20mm nominal size stone

aggregateSqm 100 280.05 28005

CHAPTER-5 : SANITARY WORK

17.1 5.1Providing & 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

17.1.1

White vitreous china orissa pattern WC pan

size 580X440 mm with integral type foot rests Each 5 2964.10 14820.5

17.3 5.2

Providing & fixing white vitreous china

pedestal type water closet ( European type)

with seat and lid,-----------do----complete as

per manufacturer's specification and direction

of Engineer-in-charge.

17.3.1 W.C pan with ISI marked Each 4 4220.80 16883.2

17.11 5.3

Providing & fixing white vitreous china

laboratory sink with C.I brackets, C.P brass

chain with rubber plug-----------do----complete

as per manufacturer's specification and

direction of Engineer-in-charge.

17.11.1 a size 450x300x150mm Each 3 1939.80 5819.4

17.11.2 b size 6000x450x200mm Each 4 2758.65 11034.6

7503 5.4Providing and fixing liquid soap dispenser as

required for WC as per approved by E/I. Each 40 145.00 5800

CHAPTER 6 :- FINISHING

13.2 6.1

15 mm cement plaster on the rough side of single

wall of mix

13.2.2 1:6 (1 cement : 6 fine sand) Sqm 225.00 130.20 29,295.00

13.1 6.2 12 mm cement plaster of mix






13.21 6.5 Extra for providing & mixing waterproofing

material in cement plaster work in proportion

per

bag

200.00 37.40 7,480.00

13.37 White Washing with lime to give an even shade

13.37.1 6.6 New work (Three or more coats) Sqm 3,000.00 11.75 35,250.00

13.41.1 6.7

Distempring with oil bound washable distemper

of approved brand and manufacture to give an

even shade:

New work( two or more coats) over and

including priming coat with cement primer.

Sqm 450.00 66.70 30,015.00

13.60

13.60.16.8

Wall painting with plastic emulsion paint of

approved brand and manufacture to give an even

shade:

Two or more coats on new work

sqm 500.00 60.25 30,125.00

13.26 6.9

Providing and applying plaster of paris putty of 2

mm thickness over plastered surface to pepare

the surface even and smooth complete .Sqm 400.00 83.80 33,520.00

13.62 6.1

Painting with synthetic enamel paint of approved

brand and manufacture of required colour to give

an even shade:

13.62.1 Two or more coats on new work over an under

coat of suitable shade with ordinary paint of

Sqm 350.00 78.80 27,580.00

13.50 6.11 Applying a priming coat:

13.50.1 a

With ready mixed pink or grey primer of

approved brand and manufacture on wood work

(hard and soft wood)

Sqm 460.00 25.85 11,891.00

13.50.3 b

With ready mixed red oxide zinc chromate primer

of approved brand and manufacture on steel

galvanised iron / steel workssqm 1,000.00 20.70 20,700.00

13.65 6.12

Painting with black anti-corrossive bitumastic

paint of approved brand & manufacture to give

an even shade

13.65.1 Two or more coats on new work Sqm 152.00 44.55 6,771.60

CHAPTER 7 :- SITE DEVELOPMENT -

2.8 7.1

Earth work in excavation by mechanical means

(hydraulic excavator)/manual means in

foundation trenches or drains(not exceeding

1.5m in width or 10sqm on plan) including

dressing of sides and ramming of bottoms, lift

upto 1.5m, including getting out the excavated

soil and diposal of surplus excavated soil as

directed, within a lead of 50 m:

2.8.1 All Kind of soil cum 87.00 130.80 11,379.60

2.25 7.2

Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in

layer not exceeding 20cm in depth: consolidating

each deposited layer by ramming and watering,

lead up to 50 m and lift upto 1.5 m

cum 87.00 83.80 7,290.60

1.1 7.3

Carriage of material by mechanical transport

including loading, unloading and stacking upto 5

Km

1.1.2 Earth cum 10.00 125.92 1,259.20

2.31 7.4

Grassing with "Doob" grass including watering

and maintenance of the lawn for 30 days or more

till the grass forms a thick lawn free from weeds

and fit for mowing including supplying good earth

if needed.( the good earth shall be paid for

separately).

100 qm 18.00 482.00 8,676.00

16.1 7.5

Preparation and consolidation of sub grade with

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 with road

roller

sqm 128.00 61.25 7,840.00

16.3 7.6 Supplying and stacking at site.

16.3.3 a 53 mm to 22.4 mm size stone aggregate cum 12.00 1,190.80 14,289.60

16.3.7 bStone screening 11.2 mm nominal size (Type B)

cum 12.00 1,425.85 17,110.20

16.3.10 c) Moorum cum 12.00 624.45 7,493.40

16.4 7.7

Laying spreading and compacting stone aggregate

of specified sizes to WBM specifications including

spreading in uniform thickness, hand picking,

rolling with 3 wheeled road/vibratory roller 8-10

tonne in stages to proper grade and camber, …

cum 12.00 330.15 3,961.80

2.27 7.8

Supplying and filling, in plinth with jamuna sand

under floors including, watering, ramming

consolidating and dressing complete. Cum 19.00 749.30 14,236.70

4.6.1 7.9 Providing & fixing at or near ground level precast

cement concrete in kerbs, edgings etc……..

cum 1.00 4,712.80 4,712.80

4.1 7.10

Providing and laying in position cement concrete

of specified grade excluding the cost of centering

and shuttering - All work upto plinth level.

4.1.3 a1:2:4 (1 Cement: 2 coarse sand: 4 graded stone

aggregate 20 mm nominal size)cum 2.30 4,514.05 10,382.32

4.1.6 b1:3:6 (1 Cement:3 coarse sand:6 graded stone


CHAPTER 8:- STEEL WORK

10.25 8.1

Steel work welded in built up sections/framed

work including cutting hoisting,fixing in position

and applying a priming coat of approved steel

primer

10.25.2 aIn gratings, frames, guard bar, ladder, railings,

brackets, gates…. KG 200.00 77.90 15,580.00

13.62 8.2

Painting with synthetic enamel paint of approved

brand and manufacture of required colour to give

an even shade:

13.62.1 8.3

Two or more coats on new work over an under

coat of suitable shade with ordinary paint of

approved brand and manufacture.

Sqm 500.00 78.80 39,400.00

NS 8.4

Providing and fixing 8 mm thick clear acrylic

sheet between balusters, fixed with stainless

steel clips and neoprene gasket etc.complete as

per drawing.

Sqm 12.00 3040.8 36,489.60

CHAPTER 9 :- WOOD WORK

9.1 9.1

Providing wood work in frames of doors,

windows, clerestory windows and other frames,

wrought frame & fixed in position.

9.1.1 Second class Teak wood Cum 0.37 85,813.30 31,750.92

9.53 9.2

Providing 40x5mm flat iron Holdfast 40cm long i/c

fixing to frame with 10mm dia bolts, nuts &

wooden plugs & embedding in C.C.block

30x10x15cm 1:3:6 mix ( 1cement:3coarse

sand:6graded stone aggregate 20mm nominal

size)

Each 300.00 96.75 29,025.00

9.20 9.3

Providing and fixing ISI marked flush door

shutters conforming to IS:2202 (Part I) decorative

type, core of block board 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

9.20.135 mm thick including ISI marked Stainless Steel

butt hinges with necessary screws.sqm 14.00 2,159.05 30,226.70

9.84 9.4

Providing and fixing IS : 3564 marked Aluminium

extruded section body tubular type universal

hydraulic door closer with double speed

adjustment with necessary accessories and

screws etc. complete.

Each 20.00 981.75 19,635.00

21.40 9.5

Providing and fixing double action hydraulic floor

spring of approved brand and manufacture

IS:6315 marked, for doors including cost of

cutting floors as required, embedding in floors

and cover plates with brass pivot and single piece

M.S. sheet outer box with slide plate etc.

complete as per the direction of Engineer-in-

charge.

21.4.1 With Stainless Steel cover plate Each 16.00 1,953.10 31,249.60

NS 10.1 CHAPTER 10 :- WOOD WORK

(a)Providing and fixing of door swinger of office

building as per guideline of E/I.each 20 1500.00 30,000.00

b) Providing and fixing the following Hardwares: -

Providing and fixing Lever Handles of Ha fel or

equivalent with nuts and screws etc.Completepair 30 1291.00 38,730.00

c) Lever Handle, (No.903.99.055) -

Providing and Knob lock set of Ha fele or

equivalent with nuts and screws etc.Completeeach 35 725.00 25,375.00

e) Knob lock Set, (No.911.64.153) -

Providing and fixing Floor Mounted Door Stopper

of Hafele or equivalent with nuts and screws

etc.Complete

each 50 270.00 13,500.00

f) Door Stopper, (No.973.41.306) -

Providing and fixing Pull handles of Hafele or

equivalent with nuts and screws etc.Completepair 20 1656.00 33,120.00

g) Pull Handles, (No.903.05.700) -

h)Providing and Mortice Locks of Hafel or

equivalent with nuts and screws etc.Completeeach 20 895.00 17,900.00

NS 10.2 Mortice lock, (No.911.02.123) Sqm 2 8260.00 16,520.00

NS 10.3

Providing & fixing 120 minute fire rated

propreitory make Door with Hard wood frame of

150mmX75mm section with heat activated

intumescent fire seal strip of 10mmx4mm

etc…………………

Each 13 2761.60 35,900.80

CHAPTER 11 :- FOUNTAIN WORK

NS 11.1

Providing and laying interlock tile paving 60/65

mm thick of approved colour and pattern, M-20

grade, over bed of fine sand( average 40mm) laid

to proper slope including filling the joints with

fine sand etc. complete and as directed by

Engineer-in-charge.

sqm 38 672.00 25,536.00

NS 11.2

Supplying sand stone Fountain as per enclosed

drawing and following dimensions

Width at top 900mm

Height 900mm

No 1 9840.00 9,840.00

NS 11.3

Supplying and installing repair Cascade Jet

fountain of Cascade Jet nozzle of heavy brass

make ,

2HP Mono block submerssible pump, single

phase of Kirloskar make or equivalent,

Electrical panenl with starter, MCB, Voltmeter,

Ammeter etc.

Water proof light 3 nos(220 v, 75 w)

GI Pipe `B' class GI fittings, Ball valve etc,

submersible cabling, conduitingetc all complete

Job 1 25000.00 25,000.00

NS 11.4 Fountain work repair of motor along with disco

lights with floor tiles job as per instruction of E/I.

L.S 1 10000 10,000.00

CHAPTER 12 :- LANDSCAPE WORK

2.8 12.1


(hydraulic excavator)/manual means in

foundation trenches or drains(not exceeding

1.5m in width or 10sqm on plan) including

dressing of sides and ramming of bottoms, lift

upto 1.5m, including getting out the excavated

soil and diposal of surplus excavated soil as

directed, within a lead of 50 m:

2.8.1 All Kind of soil cum 175.00 130.80 22,890.00

2.25 12.2



layer not exceeding 20cm in depth: consolidating

each deposited layer by ramming and watering,

lead up to 50 m and lift upto 1.5 m

cum 175.00 83.80 14,665.00

1.1 12.3

Carriage of material by mechanical transport

including loading, unloading and stacking upto 1

Km

1.1.2 Earth cum 74.00 82.78 6,125.72

23.10 12.4

Grassing with "Doob" grass including watering

and maintenance of the lawn for 30 days or more

till the grass forms a thick lawn free from weeds

and fit for mowing including supplying good earth

if needed.( the good earth shall be paid for

separately).

23.10.1 In rows 5 cm apart in either direction. 100 sqm 12.00 700.25 8,403.00

16.1 12.5

Preparation and consolidation of sub grade with

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 with road

roller

Sqm 223.00 61.25 13,658.75

16.3 12.6 Supplying and stacking at site.

16.3.3 a 53 mm to 22.4 mm size stone aggregate cum 11.00 1,190.80 13,098.80

16.3.7 bStone screening 11.2 mm nominal size (Type B)

cum 11.00 1,425.85 15,684.35

16.3.10 c) Moorum cum 11.00 624.45 6,868.95

16.4 12.7

Laying spreading and compacting stone aggregate

of specified sizes to WBM specifications including

spreading in uniform thickness, hand picking,

rolling with 3 wheeled road/vibratory roller 8-10

tonne in stages to proper grade and camber, …

cum 58.00 330.15 19,148.70

4.6.1 12.8 Providing & fixing at or near ground level precast

cement concrete in kerbs, edgings etc……..

Cum 1.00 4,712.80 4,712.80

4.1 12.9



and shuttering - All work upto plinth level.-

4.1.3 a1:2:4 (1 Cement: 2 coarse sand: 4 graded stone


4.1.6 b1:3:6 (1 Cement:3 coarse sand:6 graded stone

aggregate 40 mm nominal size)cum 3,888.20 -

CHAPTER - 13 : R.C.C WORKS

NS 13.1

Providing & fixing Polyetylene joint filler board in

expansion joint 150 mm wide in columns & beam

junctions…….. Note- The

BOQ item is 100mm thick whereas thickness as

per design is 150mm. Rate for 100mm thick Rs.

3081.00/sqm.

Sqm 14 2464.80 34,507.20

NS 13.20

Providing and fixing Polyethylene joint filler board

in expansion joints as shown in drawing.

15 mm thick sqm 14 143.20 2,004.80

CHAPTER - 14 : DISMANTLING AND DEMOLISHING

15.3 14.1

Demolishing RCC work ,manually/ mechanical

means including stacking of steel bars and

disposal of unserviceable material within 50m

lead as per direction of Engineer-in-Charge

CUM 15 978.95 14,684.25

15.7.4 14.2

Demolishing Brickwork ,manually/ by mechanical

means including stacking of serviceable material

and disposal of unserviceable material within

50m lead as per direction of Engineer-in-Charge

In cement mortar Cum 19.27 566.60 10,918.38

15.12.1 14.3

Dismantling doors, windows and clerestary

windows (steel or wood) shutter including

chowkhat, Architrave, holdfast etc. complete and

stacking within 50 m lead

of area 3 sqm and below Each 30 101.70 3,051.00

CHAPTER 15 :- SANITARY INSTALLATION

17.7 15.1

Providing and fixing wash basin with C.I. brackets,

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

waste of standard pattern, including painting of

fittings and brackets, cutting and making good

the walls wherever required.

17.7.2 (a)

White vitreous china wash basin size 630 x

450mm with a single 15mm C.P.. Brass pillar tap. Each 23.00 1,628.95 37,465.85

17.7.9 (b)

White vitreous china surgeon type wash basin of

size 660 x 460mm with single 15mm C.P. brass

pillar taps with elbow operated levers ISI markedEach 5.00 2,500.05 12,500.25

17.10 15.2

Providing and fixing stainless steel A ISI 304 (18/8)

kitchen sink as per IS : 13983 with C.I. Brackets

and stainless steel plug 40mm including painting

of fittings and brackets, cutting and making good

the walls wherever required:

Kitchen sink with drain board

17.10.1.1 (a) 510 x 1040 mm bowl depth 250mm Each 3.00 6,743.55 20,230.65

17.11 15.3

Providing and fixing white vitreous china

laboratory sink with C.I. Brackets, C.P. brass chain

with rubber plug 40mm C.P. brass waste and

40mm C.P. brass trap with necessary C.P. brass

unions complete including painting of fittings and

brackets, cutting and making good the wall

wherever required.

17.11.2 (a) Size 600 x 450 x 200mm Each 26.00 2,758.65 71,724.90

17.31 15.4

Providing and fixing 600 x 450mm beveled edge

mirror of superior glass (of approved quality)

complete with 6mm thick hard board ground

fixed to wooden cleats with C.P. brass screws and

washers complete.

Each 55.00 674.05 37,072.75

17.34 15.5 Providing and fixing toilet paper holder:

17.34.1 (a) C.P. brass Each 70.00 250.95 17,566.50

17.35 15.6Providing and fixing soil, waste and vent pipes :

17.35.1.2 (a)100mm dia. centrifugally cast (spun) iron

socketed pipe as per IS:3989meter 20.00 857.30 17,146.00

17.35.2.2 (b)75mm diameter centrifugally cast (spun) iron

socketed pipe as per IS:3989meter 10.00 744.50 7,445.00

17.37 15.7

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 10x 10 x 10 cm of 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) including cost of

cutting holes and making good the walls, etc.

17.37.1 (a) For 100mm dia pipe Each 200.00 112.50 22,500.00

17.38 15.8

Providing and fixing bend of required degree with

access door, insertion rubber washer 3mm thick,

bolts and nuts complete.

17.38.1.2 (a) 100mm sand cast iron S&S as per IS - 3989 Each 40.00 353.25 14,130.00

17.38.2.2 (b)75mm sand cast iron S&S as per IS - 3990

Each 10.00 281.15 2,811.50

17.39 15.9Providing and fixing plain bend of required

degree:

17.39.1.2 (a) 100mm sand cast iron S&S as per IS : 3989 Each 100.00 296.35 29,635.00

17.39.2.2 (b) 75mm sand cast iron S&S as per IS - 3989 Each 10.00 221.95 2,219.50

17.42 15.10Providing and fixing double equal plain junction

of required degree

17.42.1.2 (a)100 x 100 x 100 x 100mm sand cast iron S&S as

per IS - 3989Each 8.00 679.65 5,437.20

17.43 15.11

Providing and fixing single equal plain junction of

required degree with access door, insertion

rubber washer 3mm thick, bolts and nuts

complete

17.43.1.2 (a)100 x 100 x 100mm sand cast iron S&S as per IS -

3989Each 50.00 579.75 28,987.50

17.44 15.12Providing and fixing single equal plain junction of

required degree:


3989Each 50.00 522.85 26,142.50

17.47 15.13

Providing and fixing single unequal junction of

required degree with access door, insertion

rubber washer 3mm thick, bolts and nuts

complete:


3989Each 30.00 771.40 23,142.00

17.48 15.14Providing and fixing single unequal plain junction

of required degree:


3989Each 50.00 673.85 33,692.50

17.56 15.15 Providing and fixing terminal guard

17.56.1.2 (a) 100mm sand cast iron S&S as per IS 3989 Each 30.00 244.10 7,323.00

17.57 1.40 Providing and fixing Collar

17.57.1.2 15.16 100mm sand cast iron as per IS 3989…. Each 44.00 238.25 10,483.00

17.58 15.17

Providing lead caulked joints to sand cast

iron/centrifugally cast (spun) iron pipes and

fittings of diameter

17.58.1 (a) 100mm Each 100.00 207.85 20,785.00

17.58.2 (b) 75mm Each 150.00 176.50 26,475.00

17.59 15.18

Providing and fixing M.S. stays and clamps for

sand cast iron/centrifugally cast (spun) iron pipes

of diameter:

17.59.1 (a) 100mm Each 44.00 61.70 2,714.80

17.60 15.19

Providing and fixing trap of self cleansing design

with screwed down or hinged grating with or

without vent arm complete, including cost of

cutting and making good the walls and floors:

17.60.1.1 (a)100mm inlet and 100mm outlet sand cast iron

S&S as per IS : 3989Each 40.00 801.70 32,068.00

17.60.2.2 (b)100mm inlet and 75mm outlet sand cast iron S&S

as per IS - 3989Each 30.00 651.85 19,555.50

17.65 15.20

Painting sand cast iron/centrifugally cast (spun)

iron soil, waste vent pipes and fittings with paint

of any colour such as chocolate grey, or buff etc.

over a coat of primer (of approved quality) for

new work :

17.65.1 (a) 100mm diameter pipe Rmt 500.00 28.75 14,375.00

17.65.2 (b) 75mm diameter pipe Rmt 200.00 22.00 4,400.00

17.77 15.21

Providing & fixing MS holder bat clamp of

approved design to sand cast iron/cast iron(spun)

pipescomprising of MS flat brackets made of

50X5mm….

17.77.2 (a)Total bracket length 810mm of approved shape

and design (for two 100mm dia pipes)Each 110.00 205.50 22,605.00

Chapter-16: WATER SUPPLY

18.8 16.1

Providing & fixing chlorinated polyvinyl chloride

(CPVC) pipes, having thermal stability for hot &

cold water supply…..

18.8.1 (a) 15mm nominal outer dia pipes Metre 50.00 218.65 10,932.50

18.8.2 (b) 20mm nominal outer dia pipes Metre 100.00 243.05 24,305.00

18.8.3 (c ) 25mm nominal outer dia. Pipes Metre 70.00 297.95 20,856.50

16.2

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

18.10.1 (a) 15mm dia. nominal bore Metre 120.00 161.60 19,392.00

18.10.2 (b) 20mm dia. nominal bore Metre 128.00 188.05 24,070.40

18.10.3 (c) 25mm dia. nominal bore Metre 98.00 243.15 23,828.70

18.10.4 (d) 32mm dia. nominal bore Metre 68.00 296.50 20,162.00

18.10.5 (e) 40mm dia. nominal bore Metre 55.00 364.10 20,025.50

18.10.6 (f) 50mm dia. nominal bore Metre 36.00 453.65 16,331.40

16.3Providing and fixing brass stop cock of approved

quality

18.16.1 (a) 15mm nominal bore Each 26.00 205.60 5,345.60

18.16.2 (b) 20mm nominal bore Each 29.00 266.65 7,732.85

16.4

Providing and fixing gun metal gate valve with C.I.

wheel of approved quality (screwed end) :


18.17.2 (b) 32mm nominal bore Each 4.00 450.90 1,803.60

18.17.3 (c) 40mm nominal bore Each 5.00 546.05 2,730.25

18.17.4 (d) 50mm nominal bore Each 6.00 780.60 4,683.60

18.17.6 (f) 80mm nominal bore Each 4.00 1,832.95 7,331.80

16.5

Painting G.I. pipes and fittings with synthetic

enamel white paint over a ready mixed priming

coat, both of approved quality for new work :

18.38.1 (a) 15mm diameter pipe Metre 497.00 7.35 3,652.95

18.38.2 (b) 20mm diameter pipe Metre 432.00 8.65 3,736.80

18.38.3 (c) 25mm diameter pipe Metre 133.00 11.40 1,516.20

18.38.4 (d) 32mm diameter pipe Metre 332.00 13.45 4,465.40

18.38.5 (e) 40mm diameter pipe Metre 184.00 16.00 2,944.00

18.38.6 (f) 50mm diameter pipe Metre 315.00 18.80 5,922.00

16.6

Providing and fixing C.P. brass long body bib cock

of approved quality conforming to IS standards

and weighing not less than 690 gms.


16.7

Providing and fixing C.P. brass angle valve for

basin mixer and geyser points of approved quality

conforming to IS:8931.


10.25 16.8

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.

10.25.2 (a)In gratings, frames, guard bar, ladder, railings,

brackets, gates and similar works.Kg. 300.00 77.90 23,370.00

CHAPTER- 17 EXTERNAL WATER SUPPLY

17.1

Providing and fixing G.I. pipes complete with G.I.

fittings including trenching and refilling etc.

18.12.3 (b) 25 mm dia. nominal bore Metre 21.00 209.40 4,397.40

18.12.6 (e) 50 mm dia. nominal bore Metre 100.00 355.95 35,595.00

18.12.7 (f) 65 mm dia. nominal bore Metre 11.00 453.55 4,989.05

18.12.8 (g) 80 mm dia. nominal bore Metre 32.00 573.40 18,348.80

17.2

Painting G.I. Pipes and fittings with two coats of

anti-corrosive bitumastic paint of approved

quality :

18.40.3 (b) 25 mm dia. nominal bore Metre 21.00 6.60 138.60

18.40.6 (e) 50mm diameter pipe Metre 309.00 10.55 3,259.95

18.40.7 (f) 65 mm dia. nominal bore Metre 11.00 12.95 142.45

18.40.8 (g) 80mm diameter pipe Metre 84.00 15.00 1,260.00

17.3

Providing and filling sand of grading zone V or

coarser grade all-round the G.I. pipes in external

work.

18.41.3 (b) 25 mm dia. nominal bore Metre 21.00 56.95 1,195.95

18.41.6 (e) 50 mm diameter pipe Metre 280.00 61.40 17,192.00

Chapter-18: Rain Water Pipes & Fitting

12.41 18.1

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 10mm gap for

thermal expansion.

(i) Single socketed pipes

12.41.2 (a) 110 mm diameter Metre 150.00 206.90 31,035.00

12.42 18.2

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

10mm gap for thermal expansion.

12.42.3.2 (a) Single tee with door Each 4.00 302.05 1,208.20

12.42.6 (c) Shoe (Plain)

12.42.6.2 110mm Shoe Each 29.00 287.05 8,324.45

18.3

Providing and fixing unplasticised - PVC pipe clips

of approved design to unplasticised - PVC rain

water pipes by means of 50 x 50 x 50mm 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)

12.43.2 (a) 110mm Each 29.00 144.60 4,193.40

12.44 18.4

Providing and fixing to the inlet mouth of rain

water pipe cast iron grating 15 cm diameter and

weighing not less than 440 grams.

Nos 29.00 32.75 949.75

CHAPTER 19 :- DRAINAGE

19.1 19.1

Providing, laying and jointing glazed stoneware

pipes grade 'A' with stiff mixture of cement

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

sand) including testing of joints, etc. complete :

19.1.1 (a) 100mm diameter Metr

e 63.00 150.10 9,456.30

19.1.2 (b) 150mm diameter Metr 89.00 219.05 19,495.45

19.2 19.2

Providing and laying cement concrete 1:5:10 (1

cement: 5 coarse sand: 10 graded stone

aggregate 40mm nominal size) all-round S.W.

pipes including bed concrete as per standard

design.

19.2.1 (a) 100mm diameter S.W. pipe Metr

e 63.00 496.90 31,304.70

19.2.2 (b) 150mm diameter S.W.Pipe Metr

e30.00 607.70 18,231.00

19.4 19.3

Providing and fixing square mouth S.W. gully trap

grade 'A' complete with C.I. grating brick masonry

19.4.2.1 (a)150 x 100mm size P-type with FPS bricks class

designation 75Each 25.00 1,278.30 31,957.50

19.3 19.4


cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) up to haunches of

S.W. pipes including bed concrete as per

standard design :

19.3.5 250 mm diameter S.W. pipe Metr

e 16.00 604.35 9,669.60

19.6 19.5

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 :

19.6.3 250mm dia RCC pipe Metr

e

16.00 342.45 5,479.20

19.7 19.6

Constructing brick masonry manhole in cement

mortar 1:4 (1 cement: 4 coarse sand), R.C.C. top

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

graded stone aggregate 20mm nominal size)

(a)

Inside size 90cm x 80cm and 45cm deep including

C.I. cover with frame (light duty) 455 x 610mm

19.7.1.1 With F.P.S. bricks with class designation 75 Each 5.00 7,132.00 35,660.00

19.7

Constructing brick masonry circular type manhole

0.91m internal dia at bottom and 0.56m dia at top

in cement mortar 1:4 (1 cement :4 coarse sand),

in side cement plaster 12 mm thick with cement

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

0.91 m deep with S.F.R.C. cover and frame (heavy

duty, HD-20 grade designation) 560mm internal

diameter

19.9.1.1 With F.P.S. bricks class designation 75 Each 5.00 7,007.40 35,037.00

19.8Extra depth for circular type manhole 0.91m

internal dia (at bottom) with beyond 0.91m to

1.67m19.10.1 With F.P.S. bricks class designation 75 Metr

e

7.00 3,498.25 24,487.75

19.16 19.9Providing orange colour safety foot rest of mini 6

mm thick………………..Each 10.00 256.75 2,567.50

2.10 19.10

Excavating trenches of required width for pipes,

cables, etc., including excavation for sockets and

dressing of sides, ramming of bottoms, depth

upto 1.5m including getting out the excavated soil

and then returning the soil as required, in layers

not exceeding 20cm in depth including

consolidating each deposited layer by ramming,

watering, etc., and disposing of surplus excavated

soil as directed, within a lead of 50m :

2.10.1.2All kind of soils (Pipes, cable etc. exceeding 80mm

dia. but not exceeding 300mm dia).Metre 100.00 165.60 16,560.00

2.11 19.11

Extra for excavating trenches for pipes, cables

etc. in all kinds of soil for depth exceeding 1.5 m,

but not exceeding 3 m. (Rate is over

corresponding basic item for depth upto 1.5

metre).

Metre 50.00 268.00 13,400.00

CHAPTER - 20 : STORM WATER DRAINAGE

20.1

Providing and laying non-pressure NP-2 class

(light duty) RCC 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.19.6.3 (b) 250mm dia RCC pipe Metre 55.00 342.45 18,834.75

19.6.5 (d) 450mm dia RCC pipe Metre 21.00 620.85 13,037.85

20.2


cement : 5 coarse sand: 10 graded stone

aggregate 40mm nominal size) up to haunches of

S.W. pipes including bed concrete as per

standard design:

19.3.5 (b) 250mm dia RCC pipe Metre 50.00 604.35 30,217.50

20.3

Constructing brick masonry road gully chamber

50x45x60cm with bricks of class designation 75 in

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

19.27.1 (a) With F.P.S. bricks Each 10 3,193.50 31,935.00

20.4

Excavating trenches of required width for pipes,

cables, etc., including excavation for sockets,

2.10.1.2 (a)All kind of soil (Pipes, cables etc. exceeding 80mm

dia but not exceeding 300mm dia).Metre 160.00 165.60 26,496.00

20.5


(Hydraulic excavator)/manual means in

foundation trenches or drains (not exceeding

1.5m in width or 10 sq.m. on plan)

2.8.1 (a) All kinds of soil Cum 220.00 130.80 28,776.00

2.25 20.6


in trenches, plinth, sides of foundations, etc. in

layers not exceeding 20cm. In depth,

consolidating each deposited layer by ramming

and watering, lead upto 50m and lift up to 1.5m.

cum. 55.00 83.80 4,609.00

4.1 20.7


of specified grade excluding the cost of centring

and shuttering

4.1.10 (a)1:5:10 (1 cement : 5 coarse sand : 10 graded

stone aggregate 40mm nominal size).Cum 13.00 3,357.40 43,646.20

4.1 20.8


of specified grade excluding the cost of centring

and shuttering

4.1.3 (a)1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size).Cum 4.00 4,514.05 18,056.20

5.16 20.9

Providing, hoisting and fixing up to floor five level

precast reinforced cement concrete in shelves

including setting in cement mortar 1:3 (1 cement :

3 coarse sand),

Cum 2.00 9,872.85 19,745.70

6.1 20.10Brick work with F.P.S. bricks of class designation

75 in foundation and plinth in

6.1.2 (a) Cement mortar 1:6 (1 cement : 6 coarse sand). Cum 9.00 3,316.55 29,848.95

13.5 20.1115mm cement plaster on rough side of single or

half brick wall of mix :

13.5.2 (a) 1:6 (1 cement : 6 coarse sand) sqm. 300.00 140.45 42,135.00

5.22 20.12

Reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete:

5.22.6 (a) Thermo-Mechanically Treated bars. KG 400.00 62.25 24,900.00 CHAPTER - 21 : PUMPING SYSTEM &

WATER TREATMENT

3.9 21.1Providing & fixing Earthing Copper Wire in

ground

(a) 8 Guage Metre 270 41 11,070.00

3.1 CBTR 21.2

Providing & fixing galvanized slotted cable trays

supported from walls at intervals of 60 cm

including cable clips eith nuts & bolts, welding of

support rods with ceiling inserts or by drilling and

installing expandable fasteners cutting & making

good complete

3.1.1 A 150 mm x 50mm depth x 1.6mm Metre 35 335 11,725.00

CHAPTER- 22 : RAIN WATER HARVESTING

2.6 22.1


(Hydraulic excavator) / manual means over areas

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

as 10 sqm on plan) including disposal of

excavated earth, lead up to 50m and lift up to

1.5m,

2.6.1 (a) All kinds of soil Cum 100.00 129.35 12,935.00

22.2Extra over item 5.1 above for every additional lift

of 1.5m or part thereof in all kinds of soil.

2.6 + 2.26.1 (a) Lift 1.5m to 3.0m Cum 100.00 120.75 12,075.00

2.6 + 2.26.1 (b) Lift 3.0m to 4.5m Cum 29.00 139.65 4,049.85

2.25 22.3



layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming

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

cum. 180.00 83.80 15,084.00

4.1 22.4



and shuttering

4.1.6 (b)1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 40mm nominal size)Cum 10.00 3,888.20 38,882.00

5.1 22.5

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:

5.1.3 (a)1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size)cum. 4.20 4,703.90 19,756.38

5.9 22.6Centring and shuttering including strutting,

propping etc. and removal of form work for:

5.9.1 (a)Foundations, footings, bases of columns, etc. for

mass concrete.sqm. 63.00 166.90 10,514.70

5.22 22.7

Reinforcement for RCC works including

straightening, cutting, bending, placing in position

and binding all complete.

5.22.6 (a) Thermo-Mechanically Treated bars. kg 220.00 62.25 13,695.00

5.16 22.8

Providing, hoisting and fixing up to floor five level

precast reinforced cement concrete in shelves

including setting in cement mortar 1:3 (1 cement :

3 coarse sand), cost of required centering,

shuttering and finishing with neat cement

punning on exposed surfaces but excluding the

cost of reinforcement with 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 12.5mm

nominal size).

cum. 5.00 9,872.85 49,364.25

6.1 22.9Brick work with F.P.S. bricks of class designation

75 in foundation and plinth in:

6.1.2 (a) Cement mortar 1:6 (1 cement : 6 coarse sand). Cum 20.00 3,316.55 66,331.00

13.6 22.10 20 mm cement plaster of mix :

13.6.1 (a) 1:4 (1 cement : 4 coarse sand) sqm. 30.00 186.70 5,601.00

19.16 22.11

Providing orange colour safety foot rest of

minimum 6mm thick plastic encapsulated as per

IS:10910 on 12mm dia steel bar conforming to

IS:1786 having minimum cross section as 23 mm x

25mm and over all minimum length 263mm and

width as 165mm with minimum 112mm space

between protruded legs having 2mm tread on

top surface by ribbing or chequering besides

necessary and adequate anchoring projections

on tail length on 138mm as per standard drawing

and suitable to with stand the bend test and

chemical resistance test as per specifications and

having manufacture's permanent identification

mark to be visible even after fixing, including

fixing in manholes with 30 x 20 x 15cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20mm nominal size)

complete as per design.

each 50.00 256.75 12,837.50

CHAPTER- 23 : ELECTRICAL WORKS

NS 23.1

Providing & fixing FIXTURE lights for office

building with all components as per instruction of

E/IL.S 1 20000 20,000.00

NS 23.2

Providing & fixing repair of street lights for

hospital campus with all components like mcb,

chowk light etc.as per instruction of E/IL.S 1 30000 30,000.00

NS 23.3

Providing & fixing repair of solar lights for

hospital campus with all components like charger

mcb, chowk light etc.as per instruction of E/I L.S 1 30000 30,000.00

NS 23.4

Providing & fixing exaust fan in toilets, store, staff

quarter for office building with all components as

per instruction of E/IL.S 1 20000 20,000.00

NS 23.5

Providing & fixing urinal toilets sensor with all

electric component, of staff quarters & office

building with all components as per instruction of

E/I

L.S 1 40000 40,000.00

NS 23.6

Providing & fixing & rectification of under ground

LT & HT cables in with all electric component, of

staff quarters & office building with all

components as per instruction of E/I

L.S 1 40000 40,000.00

NS 23.7

Providing & fixing & rectification of under ground

Telephone cables in with all electric component,

of staff quarters & office building with all

components as per instruction of E/I

L.S 1 10000 10,000.00

NS 23.8

Regular Maintenace of Boiler work at laundry

services with all respect in electronical mechnical

and also chemical cleaning dewatering of pipe

lines in inlet outlet pipes along with steel & iron

fitting works as per guideline & instruction of E/I.

L.S 1 50000 50,000.00

NS 23.9

Providing & fixing of Signages of all building as

requirement of Names, FIRE, Logos, Information,

Precaution, Preventive, Services etc. as per

guideline of E/I.

L.S 1 20000 20,000.00

NS 23.10

Providing & fixing of fitter and Welding of steel &

iron works at hospital and staff quarters as per

instruction of E/I.L.S 1 20000 20,000.00

NS 23.11

Providing & fixing of curtain for offices and wards

and department HODs along with steel & iron

fitting works at hospital and staff quarters as per

instruction of E/I.

L.S 1 30000 30,000.00

NS 23.12

Providing & fixing of RO shade of steel truss using

steel & iron all fitting jobs for hospital and staff

quarters as per instruction of E/I.

L.S 1 50000 50,000.00

NS 23.13

Providing & Cleaning of Façade of Hospital

Building (exterior surface)with complete materials

including labour charges etc. as per instruction of

E/I.

L.S 1 210880 210,880.00

A 4,392,173.02

B 618,857.18

TOTAL AMOUNT Rs. =

COST INDEX ON A 14.09 % =

C 5,011,030.20

D DEDUCTION AMOUNT AS PER DSR EVALUATION (C x 15 % ) Rs. 751,655.00

E 4,259,375.20

F

G

Signature of Contractor: Date:

Name and Address: Seal:

Final rates figure in words: (…………………….………………………………………………………………………………………….…………………

………………………………………………………………………………………………………………………………………………..……………..)

CONTRACTOR PROFIT ( QUOTATED AMOUNT ON E) --- (……….. %) Rs.

AFTER SUM OF (E + F) QUOTATED RATES BY BIDDERS - Rs.

AFTER DEDUCTION NET AMOUNT Rs.

NET AMOUNT in Rs. =

detailed estimate for the annual repair & …

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