Construction of Sabarimala Edathavalam Projects such as Midway Shelters, Vehicle Parking Sheds at various locations and Master plan development works

All kinds of soil

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size)

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

without impairing strength and durability as per direction of

5 5.33.1 Engineer-in-charge. Note: - Cement content considered in this item Cum 389.47 9462.63 3685440.30

is @ 330kg/cum. Excess/less cement used as per design mix is

payable or recoverable separately. All work upto Plinth level

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

KUMAR MEHRA Date: 2022.06.01 19:37:13

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

without impairing strength and durability as per direction of

6 5.33.2 Engineer-in-charge. Note: - Cement content considered in this item Cum 576.73 10642.15 6137622.29

is @ 330kg/cum. Excess/less cement used as per design mix is

payable or recoverable separately All works above plinth level upto

Solid block masonry using pre cast solid blocks (Factory made) of

size 30x20x20cm or nearest available size confirming to IS 2185

part I of 1979 for foundation and plinth with thickness 20cm and

above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

Solid block masonry using precast solid blocks (Factory made) od

size 30X20X20 cm or nearest available size confirming to IS 2185

Part I of 1979 for super structure up to floor two level thickness 20

cm and above in CM 1:6 (1 cement : 6 coarse sand) etc complete

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete upto

plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or

Centering and Shuttering

Centering and shuttering including strutting, propping etc. and

removal of form for :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 119.01 284.69 33880.15

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

10 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 1133.14 619.89 702418.08

11 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 503.33 1222655.18

12 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 838.13 686.74 575579.47

13 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 150.00 615.55 92332.80

Solid block masonry using precast solid blocks (Factory made) od

size 40X20X10 cm or nearest available size confirming to IS 2185

Part I of 1979 for super structure up to floor two level thickness 10

14 50.6.3.2 cm and above in CM 1:6 (1 cement : 6 coarse sand) including cost Cum 24.79 7173.41 177828.82

of scaffolding complete

16 13.1.1 12mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) Sqm 6875.04 253.87 1745369.15

18 mm thick plain cement mortar band in cement mortar 1:4 (1

cement : 4 fine sand):

Providing and laying water proofing treatment in sunken portion of

WCs, bathroom etc., by applying cement slurry mixed with water

proofing cement compound consisting of applying : a) First layer of

slurry of cement @ 0.488 kg/sqm mixed with water proofing

cement compound @ 0.253 kg/ sqm. This layer will be allowed to

air cure for 4 hours. b) Second layer of slurry of cement @ 0.242

kg/sqm mixed with water proofing cement compound @ 0.126

kg/sqm. This layer will be allowed to air cure for 4 hours followed

19 22.5 with water curing for 48 hours. The rate includes preparation of Sq.m 194.34 437.86 85092.74

surface, treatment and sealing of all joints, corners, junctions of

pipes and masonry with polymer mixed slurry.

Providing and laying Ceramic glazed floor tiles of size 300x300 mm

(thickness to be specified by the manufacturer), of 1st quality

conforming to IS : 15622, of approved make, in all colours, shades,

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

bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with

20 11.38 grey cement slurry @ 3.3 kg/ sq.m including pointing the joints Sqm 162.93 1097.82 178865.17

with white cement and matching pigments etc., complete.

Providing and fixing 1st 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, bottle green, black of any size as approved by Engineer

In-charge, in skirting, risers of steps and dados,over 12 mm thick

21 11.36 bed of cement mortar 1:3 (1 Cement : 3 Coarse sand), jointing with Sqm 528.73 1093.27 578044.51

grey cement slurry @ 3.3 kg/ sq.m including pointing the joints

with white cement mixed with pigment of matching shade etc.,

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 20 mm thick cement mortar

22 11.41.2 1:4(1cement : 4 coarse sand), including grouting the joints with Sqm 1982.59 1643.14 3257671.23

white cement and matching pigments etc., complete. Size of Tile

Providing and laying flamed finish Granite stone flooring in

required design and patterns, in linear as well as curvilinear

portions of the building all complete as per the architectural

drawings with 18 mm thick stone slab over 20 mm

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

sand) laid and jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade including

23 8.12 rubbing, curing and polishing etc. all complete as specified and as Sqm 412.75 4239.07 1749682.80

directed by the Engineer-in-Charge : Flamed finish granite stone

slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

Applying one coat of water thinnable cement primer of approved

brand and manufacture on wall surface : Water thinnable cement

PAINTING Wall painting with premium acrylic emulsion paint of

interior grade, having VOC (Volatile Organic Compound ) content

less than 50 grams/ litre of approved brand and manufacture,

25 13.83.2 including applying additional coats wherever required to achieve Sq.m 1502.50 104.22 156584.54

even shade and colour. Two coats

Finishing walls with textured exterior paint of required shade :New

work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

including priming coat of exterior primer applied @ 2.20kg/10 sqm

Finishing walls with Acrylic Smooth exterior paint of required

shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm

27 13.46.1 over and including priming coat of exterior primer applied @ 2.20 Sqm 300.00 140.99 42295.68

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

28 9.7.1 panelled and glazed shutters 25mm to 40mm thick: Second class Sqm 66.00 2990.13 197348.66

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

29 9.1.1 (hold fast lugs or dash fastener shall be paid for separately). Second Cum 2.10 136134.92 286019.48

class teak wood

Providing and fixing panelled or panelled and glazed shutters for

shutters for doors, windows and clerestory windows, including ISI

marked M.S. pressed butt hinges bright finished of required size

with necessery screws, excluding panelling which will be paid for

separately, all complete as per direction of Engineer - in-charge.

30 9.5.1.1 Second class teak wood Sqm 66.00 3740.36 246863.97

35 mm thick shutters

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 faceveneers on

31 9.20.1 both faces of shutters. 35 mm thick including ISI marked Stainless Sqm 128.40 3653.46 469111.88

Steel butt hinges with necessary screws.

Extra for providing lipping with 2nd class teak wood battens 25 mm

minimum depth on all edges of flush door shutters (over all area of

32 9.23 door shutter to be measured). Sqm 138.24 537.02 74237.31

Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 1885.15 165.07 311173.75

Providing 40x5 mm flat iron hold fast 40 cm long including fixing

to frame with 10 mm diameter bolts, nuts and wooden plugs and

embedding in cement concrete block 30x10x15cm 1:3:6 mix (1

34 9.53 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal each 204.00 174.09 35514.93

Providing and fixing aluminium sliding door bolts, ISI marked

anodised (anodic coating not less than grade AC 10 as per IS :

1868), transparent or dyed to required colour or shade, with nuts

9.96 and screws etc. complete :

Providing and fixing aluminium extruded section body tubular type

universal hydraulic door closer (having brand logo with ISI, IS :

3564, embossed on the body, door weight upto 36 kg to 80 kg and

door width from 701 mm to 1000 mm), with double speed

37 9.84 adjustment with necessary accessories and screws etc. complete. each 67.00 570.12 38198.36

Providing and fixing aluminium tower bolts, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium handles, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868)

9.100 transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium hanging floor door stopper, ISI

marked, anodised (anodic coating not less than grade AC 10 as per

IS : 1868) transparent or dyed to required colour and shade, with

9.101 necessary screws etc. complete.

42 9.101.2 Twin rubber stopper each 134.00 55.78 7473.98

Providing and fixing aluminium work for doors, windows,

ventilator shutters and partitions with extruded built up standard

tubular sections/ appropriate Z sections and other sections of

approved make confirming to IS: 733 and IS:1285 fixing with dash

fastner of required dia and size, including necessary filling up the

gaps at junctions, i.e. at top, bottom and side s with required

EPDM rubber / neoprene gasket etc. Aluminium section 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

43 21.1.1.1 completeas per the architectural drawings and the direction of Kg 252.18 521.46 131502.51

Engineer-in-charge.(Glazing, Panelling and fastners to be paid

separately): For fixed portion Anodised aluminium (Anodised

transperant or dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

For shutters of doors, windows, ventilator including providing and

fixing hinges /pivot and making provision for fixing of fittings

wherever required including the cost of EPDM eubber / neoprene

gasket required (Fitting shall be paid for separately ) Anodised

44 21.1.2.1 aluminium (Anodised transperant or dyed to required shade Kg 168.12 609.24 102425.84

according to IS: 1868, Minimum anodic coating of grade AC 15)

Providing and fixing glazing in Aluminium door, window,

ventilator, shutters and partitions etc. With EPDM rubber /

neoprene gasket etc complete as per the architectural drawings and

the direction of Engineer-in-charge. (Cost of aluminium snap

beading shall be paid in basic item). : With float glass panes of

4.0mm Thickness

EXTERIOR WALL CLADDING: Providing and fixing laterite

exterior cladding including the cost of all materials and labour

charges, scaffolding etc. complete as per drawing and instruction of

46 NS engineer in charge. Sq.m 460.13 3015.44 1387498.90

Providing and fixing stainless steel ( Grade 304) railing made of

Hollow tubes, channels, plates etc., including welding, grinding,

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories &

stainless steel dash fasteners , stainless steel bolts etc., of required

size, on the top of the floor or the side of waist slab with suitable

arrangement as per approval of Engineer-in-charge, (for payment

purpose only weight of stainless steel members shall be considered

excluding fixing accessories such as nuts, bolts, fasteners etc.).

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. Hot

48 10.16.1 finished welded type tubes. loading and unloading, transportation, Kg 55819.13 132.47 7394560.70

all lead and lift, etc., complete

Supply and installation of GI puff sheet of thickness 100 mm

for annadhanamandapam main roof including fasterning screw

cost of materials and labours, transportation, loading unloading, all

49 MR lead and lift, etc., complete as per design and instruction of Sqm 1530.09 3174.15 4856724.54

engineer in charge.

Providing & fixing on roof pressed clay tile (Mangalore tile) of 20

mm nominal thickness and of approved size and as per approved

pattern on steel frame work complete., loading and unloading,

50 12.48 transportation, all lead and lift, etc., complete. (steel frame work to Sqm 1786.86 349.35 624241.30

be paid separately)

Providing & laying on roof pressed clay tile ridge (Mangalore tile)

of 20 mm thickness and of approved pattern on steel frame work

51 12.49 complete (steel frame work to be paid separately ). Metre 119.30 76.99 9184.76

Fixing of Ceiling kerala tiles below for car porch roof and

sunshades including labour, installation, transportation, loading

unloading, all lead and lift, scaffolding, etc., complete as per

52 MR drawing and instruction of engineer in charge. Sqm 200.00 866.39 173277.44

Supply and fixing of eave board of 12mm thickness including the

cost of all material and labour, installation, transportation, etc.,

53 MR complete ass per drawing and instruction of engineer in charge. Rm 250.00 205.54 51385.60

Providing and fixing factory made P.V.C. door frame of size 50x47

mm with a wall thickness of 5 mm, made out of extruded 5 mm

rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of

150 mm long brackets of 15x15 mm M.S. square tube, the vertical

door frame profiles to be reinforced with 19x19 mm M.S. square

tube of 19 gauge, EPDM rubber gasket weather seal to be provided

54 9.119 through out the frame. The door fame to be fixed to the wall using Rm 136.80 644.03 88103.80

M.S. screws of 65/100 mm size, complete as per manufacturer's

specification and direction of Engineer-in Charge.

Providing and fixing factory made panel PVC door shutter

consisting of frame made out of M.S. tubes of 19 gauge thickness

and size of 19 mm x 19 mm for styles and 15x15 mm for top &

bottom rails. M.S. frame shall have a coat of steel primers of

approved make and manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30 mm thickness, 70

mm width out of which 50 mm shall be flat and 20 mm shall be

tapered in 45 degree angle on both side forming styles and 5 mm

thick, 95 mm wide PVC sheet out of which 75mm shall be flat and

20 mm shall be tapered in 45 degree on the inner side to form top

and bottom rail and 115 mm wide PVC sheet out of which 75 mm

shall be flat and 20 mm shall be tapered on both sides to form lock

rail. Top, bottom and lock rails shall be provided both side of the

panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be

provided as gap insert for top rail & bottom rail, paneling of 5 mm

thick both side PVC sheet to be fitted in the M.S. frame welded/

sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm

wide PVC sheet beading on inner side, and joined together with

solvent cement adhesive. An additional 5 mm thick PVC strip of 20

mm width is to be stuck on the interior side of the 'C' Channel using

PVC solvent adhesive etc.complete as per direction of Engineer-in-

charge, manufacturer's specification & drawing.

9.120.1 30 mm thick plain PVC door shutters Sqm 37.80 4063.21 153597.63

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade : Two or more coats on new

ROLLING SHUTTER

Supplying and fixing rolling shutters of approved make, made of

required size M.S. laths, interlocked together through their entire

length and jointed together at the end by end locks, mounted on

specially designed pipe shaft with brackets, side guides and

arrangements for inside and outside locking with push and pull

operation complete, including the cost of providing and fixing

necessary 27.5 cm long wire springs manufactured from high

tensile steel wire of adequate strength conforming to IS: 4454 - part

1 and M.S. top cover of required thickness for rolling shutters.

80x1.25 mm M.S. laths with 1.25 mm thick top cover

LOCATION 1 - COMPOUND WALL

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including disposal of

1 2.6.1 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth Cum 430.80 184.88 79645.61

to be levelled and neatly dressed.

All kinds of soil

Extra for every additional lift 1.5 m or part there of in excavation /

banking excavated or stacked materials.

All kinds of soil

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and watering,

3 2.25 lead up to 50 m and lift upto 1.5m. Cum 239.72 184.59 44249.24

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

4 4.1.8 aggregate 40 mm nominal size) Cum 21.54 6573.35 141596.47

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

5 5.33.1 without impairing strength and durability as per direction of Cum 178.32 9462.63 1687329.51

Engineer-in-charge. Note: - Cement content considered in this item

is @ 330kg/cum. Excess/ less cement used as per design mix is

payable or recoverable separately. All work upto Plinth level

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete upto

6 5.22.6 plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or Kg 36976.98 83.08 3072106.66

7 Centering and Shuttering

Centering and shuttering including strutting, propping etc. and

removal of form for :

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 145.28 284.69 41360.17

Centering and shuttering including strutting, etc. and removal of

Lintels, beams, plinth beams, girders bressumers and cantilevers

Centering and shuttering including strutting, etc. and removal of

Columns, Pillars, Piers, Abutments, Posts and Struts

8 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sqm 1471.321 253.87 373524.85

Finishing with Deluxe Multi surface paint system for interiors and

exteriors using Primer as per manufacturers specifications. Two or

more coats applied on walls @ 1.25 ltr/10 sqm over and including

one coat of Special primer applied @ 0.75 ltr /10 sqm

18 mm thick plain cement mortar band in cement mortar 1:4 (1

cement : 4 fine sand):

Finishing walls with Acrylic Smooth exterior paint of required

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and

including priming coat of exterior primer applied @ 2.20 kg/10

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

tubes etc.) trusses etc., including cutting, hoisting, fixing position

15 10.16.1 and applying a priming coat of approved steel primer, including Kg 2000 132.47 264947.20

welding and bolted with special shaped washers etc. complete.

Hot finished welded type tubes

Providing & fixing on roof pressed clay tile (Mangalore tile) of 20

mm nominal thickness and of approved size and as per approved

pattern on steel frame work complete (steel frame work to be paid

Structural steel work riveted, bolted or welded in built up sections,

trusses and framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer all

Solid block masonry using pre cast solid blocks (Factory made) of

size 30x20x20cm or nearest available size confirming to IS 2185

part I of 1979 for foundation and plinth with thickness 20cm and

above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

Solid block masonry using pre cast solid blocks ( Factory made) of

size 30x20x20cm or nearest available size confirming to IS 2185

19 50.6.1.5 Part I of 1979 for super structure up to floor two level thickness Cum 147.132 6241.20 918280.24

20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc

Banking excavated earth in layers not exceeding 20 cm in depth,

breaking clods, watering, rolling each layer with ½ tonne roller, or

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

with power roller of minimum 8 tonnes and dressing up, in

1 2.3 embankments for roads, flood banks, marginal banks, and guide

banks etc., lead upto 50 m and lift upto 1.5 m :

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

2 16.1 roller including making good the undulations etc. and re-rolling the Sqm 3650.00 132.26 482751.92

sub grade and disposal of surplus earth with lead upto 50 metres.

Construction of granular sub-base by providing close graded

Material conforming to specifications, mixing in a mechanical mix

plant at OMC, carriage of mixed material by tippers to work site, for

all leads & lifts, spreading in uniform layers of specified thickness

with motor grader on prepared surface and compacting with

vibratory power roller to achieve the desired density, complete as

per specifications and directions of Engineer in-Charge.

With material conforming to Grade-I (size range 75 mm to 0.075

Providing, laying, spreading and compacting graded stone

aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam

(WMM) specification including premixing the material with water

at OMC in for all leads & lifts, laying in uniform layers with

mechanical paverfinisher in sub- base / base course on well

prepared surface and compacting with vibratory roller of 8 to 10

tonne capacity to achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M -30 grade made by block making

machine with strong vibratory compaction, of approved size, design

& shape, laid in required colour and pattern over and including

5 16.68 50mm thick compacted bed of coarse sand, filling the joints with Sqm 2900.00 903.77 2620941.12

fine sand etc. all complete as per the direction of Engineer-in-

Providing and laying Bituminous Macadam using crushed stone

aggregate of specified grading premixed with bituminous binder,

transported to site by tippers, laid over a previously prepared

surface with paver finisher equipped with electronic sensor to the

required grade, level and alignment and rolling with smooth wheel,

6 NS vibratory and tandem rollers as per specifications to achieve the

desired compaction and density, complete as per specifications and

directions of engineer in charge.

50mm to 100 mm average compacted thickness with bitumen of

grade VG - 30 @ 3.5% (Percentage by weight of total mix)

prepared in batch type hot mix plant of 100-120 TPH capacity (refer

item no. 16.55.1 of DSR 2016 CPWD vol 2)

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of

stone chippings of 13.2 mm and 11.2 mm size respectively per 100

sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings

of 13.2 mm and 11.2 mm size respectively, including a tack coat

7 NS with hot straight run bitumen, including consolidation with road

roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for

With paving Asphalt grade VG - 10 heated and then mixed with

NS solvent at the rate of 70 grams per kg of asphalt. (refer item no. Sqm 750 248.99 186740.40

16.33.1 DSR 2016 CPWD vol 2)

Providing and applying tack coat using bitumen emulsion

conforming to IS:8887, using emulsion pressure distributer

8 including prepareing the surface & cleaning with mechanical

9 51.16.31.1. On Bitumenous Surface @0.25 Kg / sqm. For BM surface Sqm 750 9.13 6846.00

WATER TANK, OHT & UG SUMP

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including disposal of

1 2.6.1 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth Cum 238.29 184.88 44054.67

to be levelled and neatly dressed.

All kinds of soil

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundation etc. in layers not exceeding 20 cm in

depth, consolidating each deposited layer by ramming and watering,

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

Extra for every additional lift 1.5 m or part there of in excavation /

banking excavated or stacked materials.

All kinds of soil

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 nominal size)

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix,including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate,retard setting of concrete, improve workability without

5 5.33.1 impairing strength and durability as per direction ofEngineer - in- Cum 64.204 9462.63 607538.93

charge. Note:- Cement content considered in this item is @ 330 kg/

cum. Excess or lesscement used as per design mix is payable or

recoverable separately.All work upto plinth level

Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement content used is

payable/ recoverable separately.

6 5.34.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Cum 64.204 102.02 6550.14

(Note:- Cement content considered in M-30 is @ 340 kg/cum).

Centering and shuttering including strutting, etc. and removal of

7 5.9.2 form for:Walls (any thickness) includingattached pilasters, Sqm 284.582 555.73 158151.55

butteresses, plinth and string courses etc.

Centering and shuttering including strutting, etc. and removal of

8 5.9.3 form for:Suspended floors, roofs, landings, balconies and access Sqm 90.83 619.89 56304.28

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position andbinding all complete upto

9 5.22.6 plinth levelThermo - Mechanically Treated bars of grade Fe-500D Kg 7800 83.08 648036.48

10 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

CONSTRUCTION OF 1 LAKH LITRE WATRE TANK

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including disposal of

1 2.6.1 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth Cum 172.125 184.88 31822.19

to be levelled and neatly dressed.

All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation

/ banking excavated or stacked materials. All kinds of soil

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and watering,

3 2.25 lead up to 50 m and lift upto 1.5m. Cum 182.93 184.59 33765.61

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size)

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

5 5.33.2 to accelerate, retard setting of concrete, improve workability Cum 53.10 10642.15 565098.19

without impairing strength and durability as per direction of

Engineer - in-charge. Note:- Cement content considered in this item

is @ 330 kg/ cum. Excess or less cement used as per design mix is

payable or recoverable separately.

All work above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement content used is

payable/ recoverable separately.

6 5.34.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Cum 53.10 102.02 5417.30

(Note:- Cement content considered in M-30 is @ 340 kg/cum).

Centering and Shuttering

Centering and shuttering including strutting, propping etc. and

removal of form for :

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

8 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 42.00 619.89 26035.23

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete upto

9 5.22.6 plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or Kg 8400.00 83.08 697885.44

10 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sqm 259.20 253.87 65803.21

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, lift upto 1.5m including getting out

1 2.8.1 excavated soil and disposal of surplus excavated soil as directed, Cum 44.76 244.25 10931.88

within a lead of 50m. All kinds of soil.

Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

All kinds of soil

2.26.1 All kinds of soil Cum 31.81 75.96 2416.54

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and watering,

3 2.25 lead up to 50 m and lift upto 1.5m. Cum 327.46 184.59 60445.66

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

4 4.1.8 aggregate 40 mm nominal size) Cum 25.82 6573.35 169736.97

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

5 5.33.1 without impairing strength and durability as per direction of Cum 30.00 9462.63 283879.01

Engineer-in-charge. Note: - Cement content considered in this item

is @ 330kg/cum. Excess/ less cement used as per design mix is

payable or recoverable separately. All works Upto Plinth level

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

without impairing strength and durability as per direction of

Engineer - in-charge. Note:- Cement content considered in this item

is @ 330 kg/ cum. Excess or less cement used as per design mix is

payable or recoverable separately.

All work above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement content used is

payable/ recoverable separately.

7 5.34.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Cum 42.86 102.02 4372.92

(Note:- Cement content considered in M-30 is @ 340 kg/cum).

Centering and Shuttering

Centering and shuttering including strutting, propping etc. and

8 5.9 removal of form for :

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

9 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 41.71 619.89 25852.98

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete upto

10 5.22.6 plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or Kg 570.00 83.08 47356.51

12 mm cement plaster of mix:

Solid block masonry using pre cast solid blocks ( factory made) of

size 40x20x20cm or nearest available size confirming to IS 2185

part 1 of 1979 for foundation and plinth with thickness 20 cm and

12 50.6.1.1 above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete Cum 10.98 5686.73 62417.58

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry

brick honey comb shaft with bricks and S.W. drain pipe 100 mm

diameter, 1.8 m long complete as per standard design.

13 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class Each 66.78 30357.79 2027384.32

designation 7.5

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

1 5.33.1 without impairing strength and durability as per direction of Cum 8.32 9462.63 78757.50

Engineer-in-charge. Note: - Cement content considered in this item

is @ 330kg/cum. Excess/less cement used as per design mix is

payable or recoverable separately. All works Upto Plinth level

Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement

content used is payable/ recoverable separately.Providing M-30

2 5.34.1 grade concrete instead of M-25 grade Cum 6.86 102.02 700.17

BMC/RMC. (Note:- Cement content considered in M-30 is @ 340

Centering and shuttering including strutting, etc. and removal of

form for:Walls (any thickness) including attached pilasters,

3 5.9.2 butteresses, plinth and string courses etc. Sqm 51.98 555.73 28888.10

Centering and shuttering including strutting, etc. and removal of

form for:Suspended floors, roofs,landings, balconies and access

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position andbinding all complete upto

plinth level Thermo - Mechanically Treated bars of grade Fe-500D

6 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) Sqm 79.19 253.87 20104.76

ELECTRICAL WORK

SUB HEAD I - CT METERING PANELS

1 CT METERING PANEL -

Supply and erection of compartmentialised CT metering panel (3

Compartment type) for

receiving the EB supply consisting of :-

300A 4 Pole copper bus bars suitable to accommodate 3 Nos. CT's.The

meter chamber will have provision to fix 3 phase 4 wire 50 HZ CT

operated Kwhr meter to be supplied by supply authorities and the front

meter door shall be fitted with glass /Acrylic cover infront of meter dial

to read the meter recording the meter door shall have provision for

sealing arrangement by supply authorities

The TTB chamber will have 3 phase 4 wire 50 HZ TTB.

All chambers should have sealing arrangement provision.

3 Nos 315 Amps Porcelain cutouts and 500 Amps Neutral link with cable

chamber suitable for receiving 2 no. 3 1/2 core 240 sq mm PVC

insulated Aluminium conductor armoured cable.

The board should be manufactured such that should be approved by

Local supply authorities.

CT METERING PANEL - Set 1.00 64960.00 64960.00

SUB HEAD I - PANELS

GENERAL REQUIREMENT OF PANELS

The size of bus shall be uniform through out the panel with necessary

connecting fish plates.

Each of the outgoings shall be connected to bus with interconnection of

adequate size of AL. flat. The outgoing terminals of each of the ACB

/MCCB shall be provided with terminal connection to receive

appropriate size of cable/busduct of outgoing.

The interconnection and the terminal connections shall be sleeved with

colour coded heat shinkable sleeves with the exception joints.The switch

board shall be provided with Double earth bus with AL. flat asper IS..The

switch doors and instrument chamber of the board shall be earthed with

flexible braided AL/CU. as per requirement of Electrical Inspectorate /

The instruments chamber meter / instruments etc. shall be wired with

1.5 Sqmm for control &2.5 Sq.mm of 1.1KV for CTs multistrand copper

conductor wire with double sleeving and with appropriate colour code

and the terminal ferruled and connectedwith suitable Lugs etc.

The Panel board shall be so manufactured for extenion on both sides bus

bars space provision for fixing fish plates etc. shall be provided in the

panel. The future panel coupling holes provided in the panel shall be

plugged with nylon/ PVC bushes/ suitable size bolts & nuts to make the

panel dust & vermin proof. Whichever panels are called for the

All incomers ACBs/ MCCBs terminal shall be brough on top / bottom of

panel to receive bus duct bus/Cables. Necessary shrouding and fixing

arrangement shall also be provided at top / bottom of panel as acceptable

to inspectorate and also as per site requirements.

All ougoing ACBs/MCCBs/SDFs terminal shall be brough on top /

bottom/cable chambers of panel to receive bus duct bus/Cables.

Necessary shrouding and fixing arrangement shall also be provided at top

/ bottom of panel as acceptable to inspectorate and also as per site

The incoming terminal of each of the MCCB/SDF shall be connected to

respective bus and their outgoing terminal connection brought out to

receive AYFY cables and this terminal are properly supported so that the

stress of the cable does not transfer to MCCB/SDF terminal necessary

shrouds between phase should also be provided as per OEM.

All incoming/ougoing MCBs power wiring shall be brought up to

respective rated power terminal block. All starters power & control

wiring shall be brought up to terminal block.All CTs are resincost type

only All meters shall have RS485 port

A Marshalling compartment shall be provide in all panels with 20%

spare terminal block. All external linking like Remote,IBMS, RS485,etc

shall be wired upto this.

The Panel shall be finished with powder coated paint of approved shade

after duly treated for rust prevention. The panel shall be fabricated as per

relevant IS and with adequate clearances and as per the norms stipulated

by Electrical Inspecting authority.The panel shall be provided with

warning labels, feeder designation and all other provisions as may be

required in IS wheather or not all item has been brought in this bill of

quantities.The feeder arrangement shall be made to suit site condition

and to avoid cross over of cables /busduct.

2000A and Above rated panels shall be of type testded panels as per IS

2 NS Technical Specification for MAIN PANEL -

Suupply, erection, testing and commissioning of floor mounting free

standing dust &

vermin proof cubicle pattern switch board fabricated out of 14 /16 SWG

sheets comprising of following for MAIN PANEL.

handle, fitted with over current and short circuit protection and

with 230V shunt

trip releases Aux switch of 1 NO + 1 N/C for contacts

multiplication etc. as

incomer and provided with an instrument chamber having

1 - Digital type flush mounting power monitor

to indicate the following parameters and 5A CT secondary.

Current, Voltage, Frequency, KWh & KW,etc.

3 - Current transformer of ratio 315/5 class 1, 15VA burden for

1 Set. - 2 Nos. Red & Green indicating lamp to indicate ON-OFF

position of breaker.

1Set - Potential protection HRC fuses/MCB of suitable rating for

indicating lamp, meter, control circuit etc.

GENERATOR INCOMER

handle, fitted with over current and short circuit protection and

with 230V shunt

trip releases Aux switch of 1 NO + 1 N/C for contacts

multiplication etc. as

incomer and provided with an instrument chamber having

1 No. - Digital type flush mounting power monitor with RS 485

Current, Voltage, KW,KWhr, Power factor, Frequency, etc.

3 Nos. - 250/5A Class 1 15 VA C.T. metering

position of breaker.

1 Set. - Amber Breaker trip due to fault indication

1 Set. - Potential fuses/MCB for voltmeter, indicating lamps,

meter, control circuit etc.

1 Set. - Outgoing terminals to receive Cables.

Both the incomers shall be mechanically interlocked to avoid parlleing

1 Set. 250A TP & N bus bars with Alu. flat with the size having a

current density of

0.7A / Sqmm. The Bus bar shall be provided with colour coded

heat shrunkable

PVC sleeves with the exception of joint. The bus bar shall be

suitable intervals with SMC/ FRP as per IS.

1 Nos. - 160A TPN 25KA MCCB with manual closing mechanism with

handle, fitted with over current and short circuit protection.

4 Nos. - 100A TPN 25KA MCCB with manual closing mechanism with

handle, fitted with over current and short circuit protection.

4 Nos. - 100A TPN 25KA MCCB with manual closing mechanism with

handle, fitted with over current and short circuit protection.

5 Nos. - 63A TPN 25KA MCCB with manual closing mechanism with

handle, fitted with over current and short circuit protection.

2 Nos. - 40A TPN 25KA MCCB with manual closing mechanism with

handle, fitted with over current and short circuit protection.

2 Nos. - 32A TPN 25KA MCCB with manual closing mechanism with

handle, fitted with over current and short circuit protection.

3 NS Technical Specification for APFCR Panel

Supply, erection, testing & commissioning of floor/wall mounting dust &

cubicle pattern noncompartmentalised outdoor APFCR Panel

fabricated out of 14 /16 SWG CRCA

sheet comprising of the following :-

1 No.- 160A TP & N 25KA MCCB with manual closing mechanism with

handle, fitted with over current and short circuit protection and

with 433V shunt

trip releases Aux switch of 1 NO + 1 N/C for contacts

multiplication etc. as

incomer and provided with an instrument chamber having

1 - 8 stage APFCR Relay.

1 - Auto manual selector switch.

1 - Digital type flush mounting meter with inbuilt selector to

following parameters suitable for operation with 5A CT

Current, Voltage, Frequency

1 Set. - 3 Nos. R, Y, B indicating lamp to indicate supply position.

1 Set. - 2 Nos. Red & Green indicating lamp to indicate ON-OFF

position of breaker.

1 Set. - Amber Breaker trip due to fault indication

1Set - Potential protection HRC fuses/MCB of suitable rating for

indicating lamp, meter, control circuit etc.

1 - 160A TP & N Alu. bus bar having a current density of 0.7A

and with adequate number of FRP/SMC bus supports at

suitable interval

as per IS. The busbar shall be PVC sleeved with heat

shrukable colour

coded PVC sleeves with the exception of joint.

1 No. - Capacitor compartment each with 63A TP 10KA MCB with

FD kit, an auxilary switch 1 NO + 1 NC, and suitably rated and

complete for control of 15 KVAr capacitors. ON - OFF push

ON -OFF indicating lamp, provided with a 15 KVar capacitor

reactors, control wiring from the APFC relay all complete for

operation of bringing in or out of the capacitors connected to

Power Factor as stipulated by the supply authorities. As per

2 Nos. - Capacitor compartment each with 63A TP 10KA MCB with

FD kit, an auxilary switch 1 NO + 1 NC, and suitably rated and

complete for control of 10 KVAr capacitors. ON - OFF push

ON -OFF indicating lamp, provided with a 10 KVar capacitor

reactors, control wiring from the APFC relay all complete for

operation of bringing in or out of the capacitors connected to

Power Factor as stipulated by the supply authorities. As per

1 No. - Capacitor compartment each with 32A TP 10KA MCB with

FD kit, an auxilary switch 1 NO + 1 NC, and suitably rated and

complete for control of 5 KVAr capacitors. ON - OFF push

ON -OFF indicating lamp, provided with a 5 KVar capacitor

reactors, control wiring from the APFC relay all complete for

operation of bringing in or out of the capacitors connected to

Power Factor as stipulated by the supply authorities. As per

1 No. - Capacitor compartment each with 32A TP 10KA MCB with

FD kit, an auxilary switch 1 NO + 1 NC, and suitably rated and

complete for control of 4 KVAr capacitors. ON - OFF push

ON -OFF indicating lamp, provided with a 4 KVar capacitor

reactors, control wiring from the APFC relay all complete for

operation of bringing in or out of the capacitors connected to

Power Factor as stipulated by the supply authorities. As per

1 No. - Capacitor compartment each with 32A TP 10KA MCB with

FD kit, an auxilary switch 1 NO + 1 NC, and suitably rated and

complete for control of 3 KVAr capacitors. ON - OFF push

ON -OFF indicating lamp, provided with a 3 KVar capacitor

reactors, control wiring from the APFC relay all complete for

operation of bringing in or out of the capacitors connected to

Power Factor as stipulated by the supply authorities. As per

1 No. - Capacitor compartment each with 32A TP 10KA MCB with

FD kit, an auxilary switch 1 NO + 1 NC, and suitably rated and

complete for control of 2 KVAr capacitors. ON - OFF push

ON -OFF indicating lamp, provided with a 2 KVar capacitor

reactors, control wiring from the APFC relay all complete for

operation of bringing in or out of the capacitors connected to

Power Factor as stipulated by the supply authorities. As per

1 No. - Capacitor compartment each with 32A TP 10KA MCB with

FD kit, an auxilary switch 1 NO + 1 NC, and suitably rated and

complete for control of 1 KVAr capacitors. ON - OFF push

ON -OFF indicating lamp, provided with a 1 KVar capacitor

reactors, control wiring from the APFC relay all complete for

operation of bringing in or out of the capacitors connected to

Power Factor as stipulated by the supply authorities. As per

1 - 160A TP & N Alu. bus bar having a current density of 0.7A

and with adequate number of FRP/SMC bus supports at

suitable interval

as per IS. The busbar shall be PVC sleeved with heat

shrukable colour

coded PVC sleeves with the exception of joint.

The instrument chamber meter /instruments shall be wired with 2.5

Sqmm for CT's &

1.5 Sqmm for other circuits multi-strand copper conductor wire with

double sleeving &

with appropriate colour code and the terminal ferruled and connected

with suitable lugs.

bar, bus supports, interconnections from bus to MCCB, MCCB to

capacitor banks

flat, door earthing with braided copper etc. all complte as per IS as

not all items has brought in this. The board shall be provided with

noncompartmental

and intercompartment shrouds, terminal extensions for receiving cable,

KVAr. The board shall be finished with powder coated paint of

after duly treated for rust prevention and appllying 2 coats of metal

board shall be provided with necessary warning, feeder designation

IS and as per site requirement and cater to General requirement of switch

specification given in the tender.

SUB HEAD V - WIRING

4 1.10 Wiring for light point / fan point / exhaust fan point / call bell

point with 1.5 sq.mm. FRLS PVC insulated copper conductor

single core cable in surface / recessed medium class pvc conduit,

with modular switch, modular plate,suitable G.I.Box and earthing

the point with 1.5 sq mm. FRLS PVC insulated copper conductor

single core cable etc as required.

5 1.55 Wiring for group controlled (looped) light point/fan point/exhaust

fan point/ call bell point (without independent switch etc.) with 1.5

sq. mm FRLS PVC insulated copper conductor single core cable in

surface/ recessed PVC conduit, and earthing the point with 1.5 sq.

mm FRLS PVC insulated copper conductor single core cable etc. as

6 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable in surface / recessed

medium class pvc conduit, two way modular switch, modular plate

,suitable GI box, and earthing the point with 1.5sqmm FRLS PVC

insulated copper conductor single core cable etc as required. Point 3 1187.51 3562.54

7 1.14 Wiring for circuit / sub main wiring along with earth wire with the

following sizes of PVC insulated copper conductor, single core

cable in surface/recessed medium class PVC conduit as required.

(for Lighting Ckt)

8 1.12 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated

copper conductor single core cable in surface/ recessed medium

class PVC conduit along with 1 No. 4 sq. mm FRLS PVC insulated

copper conductor single core cable for loop earthing as required. RM 525 246.60 129465.84

9 1.32 Supplying and fixing suitable size GI box with modular plate and

cover in front on surface or in recess,including providing and

fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16

amps modular type switch, connections, painting etc as required. Each 16 595.95 9535.23

10 1.31 Supplying and fixing suitable size GI box with modular plate and

cover in front on surface or in recess,including and providing and

fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular

type switch, connections, earthing, painting etc as required. (for Each 20 459.45 9188.93

light plugs to be used in non residential buildings)

11 1.25 Supplying and fixing two module stepped type electronic fan

regulator on the existing modular plate switch box including

connections but excluding modular plate etc. as required

Supply,installation,testing and commissioning of 305 mm exhaust

fan, metal body, i/c making the hole to suit the size of the above

12 NS fan, making good the damages connections etc as required. Each 7.00 2431.52 17020.64

Supply, Installation, testing and commissioning of 1200mm sweep

ceiling fan with double bearing, i/c 3 nos blade, condensor, down

rod, fan shackle, bolt and nut, cottor pin etc operation on 240

volts,single phase,50HZ,AC supply, of 360/390RPM,including

13 NS wiring the down rod of standard length( upto 75cm) with 1.5sq.mm Each 107.00 2841.44 304034.08

FR PVC insulated, copper conductor single core cable etc as

reqd.(but without regulator.

Supply, Installation, testing and commissioning of 6W LED STEP

Light fitting with all other accessoriess i/c connections with 1.5

sq.mm PVC insulated FR copper conductor single core cable etc as

Supply, Installation, testing and commissioning of 11W LED Mirror

Light wall mount fitting with all other accessoriess i/c connections

with 1.5 sq.mm PVC insulated FR copper conductor single core

15 NS cable etc as required. Each 10.00 425.60 4256.00

Supply, Installation, testing and commissioning of 18W LED Wall

Light fitting with all other accessoriess i/c connections with 1.5

sq.mm PVC insulated FR copper conductor single core cable etc as

Supply, Installation, testing and commissioning of 30W LED Down

Light fitting surface mounted with all other accessoriess i/c

connections with 1.5 sq.mm PVC insulated FR copper conductor

17 NS single core cable etc as required. Each 12.00 2449.44 29393.28

Supply, Installation, testing and commissioning of 18W LED Tube

Light fitting Surface/suspended/recess mounted with all other

accessoriess i/c connections with 1.5 sq.mm PVC insulated FR

copper conductor single core cable etc as required.

Supply, Installation, testing and commissioning of 40W LED IP65

Tube Light fitting Surface /suspended/recess mounted with all other

accessoriess i/c connections with 1.5 sq.mm PVC insulated FR

19 NS copper conductor single core cable etc as required. Each 15.00 3315.20 49728.00

Supply, Installation, testing and commissioning of 40W LED Tube

Light fitting Surface /suspended/recess mounted with all other

accessoriess i/c connections with 1.5 sq.mm PVC insulated FR

20 NS copper conductor single core cable etc as required. Each 54.00 3683.68 198918.72

CABLE TERMINATION & CABLE TRAY

Supplying and making end termination with brass compression

gland and aluminium lugs for following size of PVC insulated and

PVC sheathed XLPE armoured power cable of 1.1 KV grade as

Supplying and laying of the following size of one number PVC

insulated and PVC sheathed XLPE armoured power cable

confirming to IS:7098/Part-I/85 etc as required.

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable trays with perforation not more than 17.5%,

in convenient sections, joined with connectors, suspended from the

23 ceiling with G.I. suspenders including bolts & nuts, etc as required.

NS 150 mm width X 50 mm depth X 1.6 mm thickness RM 41 744.80 30536.80

NS 300 mm width X 50 mm depth X 1.6 mm thickness RM 85 1039.36 88345.60

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray bends with perforation not more than

17.5%,, joined with connectors, suspended from the ceiling with

24 G.I. suspenders including bolts & nuts, etc as required.

NS 150 mm width X 50 mm depth X 1.6 mm thickness Each 5 1443.68 7218.40

NS 300 mm width X 50 mm depth X 1.6 mm thickness Each 12 2140.32 25683.84

Supplying and fixing cable identification tags made out of round

aluminium plates of thickness not less than 3mm and tying with

cable with appropriate intravels for cable emenating from individual

DISTRIBUTION BOARD, LIFT & ALLIED WORKS, ELV

Supplying and fixing following rating, Three pole, 415 V, MCB

10KA " C " Curve in the existing MCB DB complete with connections,

25 testing and commissioning etc. as required

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve,

miniature circuit breaker suitable for inductive load of following poles in

the existing MCB DB complete with connections, testing and

commissioning etc. as required.

Supplying and fixing following rating, Four pole, 415 V, MCB 10KA "

C " Curvein the existing MCB DB complete with connections, testing

27 and commissioning etc. as required

Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415 V, on surface/

recess, complete with tinned copper bus bar, neutral bus bar, earth

bar, din bar, interconnections, powder painted including earthing

28 2.4 etc. as required. (But without MCB/RCCB/Isolator)

NS 4 way (4 + 12), Double door Each 1 3250.24 3250.24

NS 8 way (4 + 24), Double door Each 1 4689.44 4689.44

NS 12 way (4 + 36), Double door Each 1 5042.24 5042.24

Supplying and fixing of following ways surface/ recess mounting,

vertical type, 415 V, TPN MCB distribution board of sheet steel,

dust protected, duly powder painted, inclusive of 100 A tinned

copper bus bar, common neutral link, earth bar, din bar for

29 mounting MCBs (but without MCBs and incomer ) as required .

(Note : Vertical type MCB TPDB is normally used where 3 phase

outlets are required.)

NS 4 way ( 4 + 12), Double door Each 1 6658.40 6658.40

NS 8 way ( 4 + 24), Double door Each 1 8376.48 8376.48

Supplying and fixing following rating, TPN, 415 V, MCCB 10KA " C "

Curvein the existing MCB DB complete with connections, testing and

30 commissioning etc. as required

Supplying and fixing following rating, Three pole, 415 V, MCB

10KA " C " Curve in the existing MCB DB complete with connections,

31 testing and commissioning etc. as required

Wiring with 3 x 2.5 Sqmm PVC copper wire in 20mm MS electrical

grade conduit with all standard accessories for lift shaft lights &

6/16A 3pin sockets in the lift shaft as surface conduit wiring for lift

well lighting. (Lift shaft lighting and socket to be controlled by SP

MCB in the lift room lighting DB)

Supply and fixing of 2 Nos. 6A 1 Way switch 1 No. 6/16A 3pin

socket MODULAR type to an 16g MS enclosure with 3mm thick

hylam sheet top. (Note: The MS box shall have arrangement to

32 NS terminate earth wire. Nos 6 1755.04 10530.24

Supply & fixing Bulk head fittings with metal guard complete with

holder etc. suitable to house 10W LED at lift shafts neatly fixed.

EARTHING & DG SET

5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick Set

including accessories, and providing masonry enclosure with cover plate

having locking arrangement and watering pipe of 2.7 metre long etc.with

39 charcoal/coke and salt as required. 14 12167.19 170340.62

5.15 Providing and fixing 25mm x 5mm G.I. strip on surface or in recess Metre

for connections etc. as required.

Supply and drawing bare earthing conductors of the following sizes Metre

along with wiring/ cables and giving connection as required

4.00 mm copper conductor ( 8 SWG)

42 NS Design, manufacture, transportation, installation testing and

commissioning of 82.5 KVA DG set. With diesel engine of suitable

capacity run on 1500 RPM, four stroke, designed for operating on HSD,

completed with 180 KVA Alternator 415V, 50 hZ, 0.8 PF, fuel tank of

370 litres, batteries 12V suitable for starting of the DG set.anti vibration

pads, silencers with thermal insulation, with Electonic Governer and

Engine control panel suitable for Syncronous operation and the entire

system in suitable size accoustic enclosure as per requirements of PCB &

authorites includes the following transport, insurance, handling, safe

kepping at site etc. erection, installation, testing and commissioning

inclusing performance tests and excluding civil foundations and trenches

within the service building but including all other civil,structural and

fuel pipelines including valuves from tank to engines.The entire system

shell have proper air intake and exhaust system as per OEM Nos 1 663040.00 663040.00

Providing and fixing 40mm x 6mm GI strip on surface/recess from

earth electrode as required

Providing and fixing 25mm x 6mm Copper strip on surface/recess

44 NS from earth electrode as required 37 957.60 35431.20

Providing and fixing 8SWG copper wire on surface or in recess for

NS connections etc. as required. 10 162.40 1624.00

Supply and laying of necessary control cabling from generator engine

panel to generator control panel with suitable gland, crimping sockets

45 NS and earthing etc., in prepared trench / cable tray for DG sets.

a) NS 16C x 2.5 Sqmm armoured copper cable. Metre 24 525.28 12606.72

b) NS 4C x 4 Sqmm armoured copper cable. Metre 24 240.80 5779.20

c) NS 4C x 2.5 Sqmm armoured copper cable. Metre 24 170.24 4085.76

Supplying and fixing of MS Self Supporting structure made of MS

Channels and MS angles on existing CC foundation for supporting the

exhaust piping of the DG Set including painting with zinc chromite

46 NS primer and aluminium/ synthetic enamel paint etc as required. Kg 500 156.80 78400.00

47 MISCELLANEOUS

Providing and fixing the following electrical accessories confirming

a NS to relevant IS specification

b NS LT Mat of size (6mm thick of size 2M X 1 M) Nos. 4 9964.64 39858.56

c NS Fire Extinguishers, Dry Chemical type 5Kg Nos. 2 6011.04 12022.08

d NS 3 nos Fire Buckets with stand and sand filled Set 1 2965.76 2965.76

e NS First Aid box Nos. 1 2246.72 2246.72

f NS First aid chart(in Malayalam,Hindi & English) Nos. 1 1585.92 1585.92

h NS Portable rechargeable emergency led light Nos. 1 6035.68 6035.68

i NS Earth discharge rod No. 1 10572.80 10572.80

A. SANITARY FIXTURES & FITTINGS:

1 Providing and fixing white vitreous china pedestal type water closet

(European type) with seat and lid, 10 litre low level white vitreous

china flushing cistern & C.P. flush bend with fittings & C.I.

brackets, 40 mm flush bend, overflow arrangement with specials of

17.3 standard make and mosquito proof coupling of approved municipal

design complete, including painting of fittings and brackets, cutting

and making good the walls and floors wherever required :

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid Nos. 15 6743.04 101145.58

2 Providing and fixing white vitreous china flat back half stall urinal

of size 580x380x350 mm with white PVC automatic flushing

cistern, with fittings, standard size C.P. brass flush pipe, spreaders

with unions and clamps (all in C.P. brass) with waste fitting as per

17.5 IS : 2556, C.I. trap with outlet grating and other couplings in C.P.

brass, including painting of fittings and cutting and making good

the walls and floors wherever required :

Single half stall urinal with 5 litre P.V.C. automatic flushing cistern

3 NS Providing & Fixing white glazed vitreous china urinal partitions

of approved make including rawl plugs, screws or any other

approved device for fixing arrangements, making holes in walls,

floors & making good.

4 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,

17.7 including painting of fittings and brackets, cutting and making good

the walls wherever require:

White Vitreous China Flat back wash basin size 550x400 mm with

17.7.4 single 15 mm C.P. brass pillar tap Nos. 17 2667.64 45349.85

5 Providing and fixing CP Brass 32mm size Bottle Trap of approved

quality & make and as per the direction of Engineer-in-charge.

6 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto

1 metre long with S.S. triangular plate to Eureopean type W.C. of

17.16.A quality and make as approved by Engineer - in - charge. Nos. 17 374.01 6358.22

7 Providing and fixing CP Brass Single lever telephonic wall mixer of

17.22.B quality & make as approved by Engineer in charge.

(a) 15 mm nominal dia Nos. 8 6922.12 55376.92

8 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

9 17.73 Providing and fixing PTMT towel rail complete with brackets fixed

to wooden cleats with CP brass screws with concealed fittings

arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm

and effective height of 88 mm, weighing not less than 190 gms.

10 17.34 Providing and fixing toilet paper holder :

11 NS Providing and fixing CP brass twin coat hook. Nos. 15 1047.33 15710.02

Providing and fixing PTMT liquid soap container 109 mm wide,

125 mm high and 112 mm distance from wall of standard shape

with bracket of the same materials with snap fittings of approved

12 17.71 quality and colour, weighing not less than 105 gms. Nos. 4 202.35 809.40

Providing and fixing C.P. brass long nose bib cock of approved

quality conforming to IS standards and weighing not less than 810

15 mm nominal bore Nos. 32 815.11 26083.64

Providing and fixing C.P. brass stop cock (concealed) of standard

design and of approved make conforming to IS:8931.

18.52.1 15 mm nominal bore Nos. 2 801.38 1602.76

Providing and fixing C.P. brass angle valve for basin mixer and

geyser points of approved quality conforming to IS:8931

Providing and fixing 600x450 mm beveled edge mirror of superior

glass (of approved quality) complete with 6 mm thick hard board

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

Providing and fixing complete set of sanitary fixtures for

handicapped toilets, make of Cera "Crane" / Hindware Cat. no.

70002) / or approved equivalent comprising of EWC - P, Cistern,

Seat Cover, Twin Flush Fittings, Wash Basin 450x300, Half

pedestal, 1 faucet with spatula lever, 1 hinged rail and 2 grab bars,

17 NS including cutting and making good the walls and floors wherever Nos. 3 41006.34 123019.01

required complete as per directions of Engineer in charge.

Providing and fixing uplasticised PVC connection pipe with brass

18 18.21 unions :

18.21.1 30 cm length

18.21.1.1 15 mm nominal bore Each 32 87.19 2790.14

B. COLD / HOT / FLUSHING WATER SUPPLY (INTERNAL /

1 18.7 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

18.7.3 25 mm nominal outer dia Pipes RM 230.00 317.35 72990.96

2 18.7.4 32 mm nominal outer dia Pipes RM 150.00 424.29 63643.44

3 18.7.5 40 mm nominal outer dia Pipes RM 70.00 565.87 39610.82

4 18.7.6 50 mm nominal outer dia Pipes RM 100.00 805.20 80520.16

5 NS 63 mm nominal outer dia Pipes RM 200 1098.69 219737.28

6 NS 62.50 mm nominal inner dia Pipes RM 50 1098.69 54934.32

7 NS 75 mm nominal inner dia Pipes RM 10 1354.80 13547.97

18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, i/c fixing the pipe with

clamps at 1.00 m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and the cost of cutting chases

and making good the same including testing of joints complete as

per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the

11 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply including all

CPVC plain & brass threaded fittings This includes jointing of

pipes & fittings with one step CPVC solvent cement, trenching,

refilling & testing of joints complete as per direction of Engineer in

External work 0.00

18.9.3 25 mm nominal outer dia Pipes RM 20.00 281.32 5626.43

12 18.9.4 32 mm nominal outer dia Pipes RM 10.00 367.77 3677.74

13 18.9.5 40 mm nominal outer dia Pipes RM 10.00 471.41 4714.08

14 18.9.6 50 mm nominal outer dia Pipes RM 10.00 710.82 7108.19

15 18.9.7 62.50 mm nominal inner dia Pipes RM 250 1587.87 396967.20

16 18.9.8 75 mm nominal inner dia Pipes RM 10 1762.99 17629.92

17 18.9.9 100 mm nominal inner dia Pipes RM 10 2375.16 23751.62

18 NS Supplying, laying/ fixing, testing and commissioning of following of

duly insulated with following closed cell elastometric nitrile

rubber of minimum 45 Kg / cu m density, thermal conductivity

0.037 W/MK or better at 20 deg mean temperature class ‘O’

insulation applied by suitable rubber based adhesive complete and

as per specifications and as required complete in all respect.

NS 20 mm dia (19 mm thick nitrile rubber insulation) RM 10 92.42 924.22

19 NS 25 mm dia (19 mm thick nitrile rubber insulation) RM 50 99.57 4978.40

20 NS 32 mm dia (19 mm thick nitrile rubber insulation) RM 50 110.28 5513.76

21 NS 40 mm dia (19 mm thick nitrile rubber insulation) RM 10 120.98 1209.82

22 NS 50 mm dia (19 mm thick nitrile rubber insulation) RM 5 138.84 694.18

23 NS 65 mm dia (19 mm thick nitrile rubber insulation) RM 5 142.41 712.04

24 Providing and fixing gun metal gate valve with C.I. wheel of

18.17 approved quality (screwed end) :

31 NS Providing and fixing Butterfly valve (upto 150mm dia with band

lever operation & above with gear box operation) with SS-304 disc.

Tested to a pressure not less than 15 Kg/sq.cm including rubber

gaskets, flanges, nuts, bolts, washers & painting complete as

32 NS Providing & fixing Auto Air vent for cold / hot water supply risers,

suitable for pressure not less than 15 Kg/Sq.cm.

33 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work

in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,

with C.I. surface box 100mm top diameter, 160 mm bottom

diameter and 180 mm deep ( inside) with chained lid and RCC top

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size ) , i/c necessary excavation, foundation

concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

40 mm nominal size) and inside plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12 mm thick, finished with a floating

coat of neat cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class

C. INTERNAL DRAINAGE (SOIL, WASTE & VENT)

1 NS Providing, jointing, testing and fixing UPVC Soil, Waste & Vent

system conforming to IS : 13592 Type B and UPVC fittings

(moulded as well as fabricated) like bends, tees, Y-tees, crosses,

boss connections, access pieces, saddle pieces, cleanouts, adaptors

for connections to other materials, plugs, reducers, cowls, offset and

other specials, jointing done with solvent cement for fittings and

specials, fixing inside sunken slab / suspended below RCC slab for

concealed soil and waste lines, making proper connection and also

pipes may be laid / fixed in sunken floors, under hung from ceiling.

The pipes laid in sunken floor shall be supported with cement

concrete (1:2:4) blocks and under hung lines shall be supported

from slab with universal clamps. The installation shall be complete

in all respects including cutting chases / holes in walls, slabs and

making good the same as per specifications. (All GI pipe supports to

hold the pipes is included in this item).

3 Providing, jointing, testing and fixing UPVC Soil, Waste & Vent

system conforming to IS : 13592 Type B and UPVC fittings

(moulded as well as fabricated) like bends, tees, Y-tees, crosses,

boss connections, access pieces, saddle pieces, cleanouts, adaptors

for connections to other materials, plugs, reducers, cowls, offset and

other specials, jointing done with solvent cement for fittings and

specials, fixing at wall / ceiling level supported by galvanized steel

slotted rails, threaded rods, clamps, hangers etc., making proper

connection etc for duct and ceiling suspended soil and waste lines. 0.00

The installation shall be complete in all respects including cutting

chases / holes in walls, slabs and making good the same as per

specifications. (All major MS / GI supports to hold the stack is

included in this item).

6 Providing, fixing, jointing, testing and commissioning UPVC (Class

III) Rain water downtake pipe conforming to IS:4985 cut to

required lengths including all necessary fittings and specials.UPVC

fittings (moulded as well as fabricated) like bends, tees, Y-tees,

crosses, boss connections, access pieces, saddle pieces, cleanouts,

adaptors for connections to other materials, plugs, reducers, cowls,

offsets and other specials. Fixing at wall/ceiling level supported by

galvanized steel slotted rails, threaded rods, clamps, hangers etc.

Making proper connection with cement solvent joint as per BIS /

manufacturer. Cutting, chases / holes in floors / walls / slab and

making good wherever required. (All major MS / GI supports to

hold the stack is included in this item).

NS 110 mm dia. 6 kg/cm2 (Class III ) RM 50.00 1136.70 56834.96

7 NS 160 mm dia. 6 kg/cm2 (Class III ) RM 50.00 1945.42 97270.88

8 NS 200 mm dia. 6 kg/cm2 (Class III ) RM 10.00 2821.18 28211.79

9 Providing, fixing, jointing and testing UPVC soil, waste, vent

pipework comprising UPVC pipe conforming to IS :4985-1983 of

class 3 ( 6kg/cm2) as specified below and fittings (moulded as well

as fabricated) like elbows, bends, reducers, threaded tail pieces,

caps, suitable elbow with suitable extension piece for drain point

and other specials jointing with cement solvent, chasing, cutting

and making good the walls & floors pipes laid in floors shall be

encased with 40 mm thick concrete all around, complete in all

respects including testing of complete installation for cocealed drain

lines. (All major MS / GI supports to hold is included in this item)

NS 40 mm dia 6 kg/cm2 (Class III ) RM 10.00 362.86 3628.58

10 NS 50 mm dia 6 kg/cm2 (Class III ) RM 55.00 481.53 26484.30

11 Providing, fixing, jointing and testing UPVC soil, waste, vent

pipework comprising UPVC pipe conforming to IS :4985-1983 of

10kg/cm2 as specified below and fittings (moulded as well as

fabricated) like elbows, bends, reducers, threaded tail pieces, caps,

suitable elbow with suitable extension piece for drain point and

other specials jointing with cement solvent, chasing, cutting and

making good the walls & floors pipes laid in floors shall be encased

with 40 mm thick concrete all around, complete in all respects

including testing of complete installation for cocealed drain lines.

(All major MS / GI supports to hold is included in this item)

13 NS Providing and fixing UPVC/SWR trap (Multi trap) of self cleaning

design as per IS:13592 : 1992 complete including cost of cutting

and making good the cutouts in walls and floors etc.including

cutting and making good the walls and floors wherever required

100 mm inlet and 75 mm outlet. Nos. 46.00 350.63 16128.85

14 NS Providing and fixing Heavy Class SS grating of approved design

including setting in floor with cement motor to match with floor

finish as per architect requirement suitable for waster and FT, UT &

15 NS Providing and fixing P.V.C. WC connector (straight or bend type)

with rubber lip ring. Including 110 mm dia PVC pipe / bend of

required length and proper connection with M seal to C.I. pipe

complete as required.

D. EXTERNAL SEWAGE/ STORM WATER DRAINAGE.

1 Providing, fixing, jointing, testing and commissioning UPVC (Class

III) Soil, Waste & Rain Water Drainage pipes conforming to

IS:4985 cut to required lengths including all necessary fittings and

specials. UPVC fittings (moulded as well as fabricated) like bends,

tees, Y-tees, access pieces, saddle pieces, cleanouts, adaptors for

connections to other materials, reducers and other specials

including trenching, refilling & testing of joints etc. Making proper

connection with cement solvent joint as per BIS / manufacturer,

complete as per direction of Engineer in Charge.

NS 110 mm dia 6 kg/cm2 (Class III ) RM 100.00 1238.70 123869.76

3 NS 200 mm dia 6 kg/cm2 (Class III ) RM 10.00 2944.84 29448.38

4 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse

sand : 10 graded stone aggregate 40 mm nominal size) up to

haunches of SW pipes including bed concrete as per standard

6 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1

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

19.4.1 100x100 mm size P type

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class

7 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1

cement : 4 coarse sand ) with R.C.C. top with 1:2:4 mix (1 cement :

2 coarse sand : 4 graded stone aggregate 20 mm nominal size),

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

stone aggregate 40 mm 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

concrete 1:2:4 (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 :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with

frame (light duty) 455x610 mm 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) bricks of class

8 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with

frame (medium duty) 500 mm internal diameter, total weight of

cover and frame to be not less than 116 kg (weight of cover 58 kg

and weight of frame 58 kg) :

19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class

9 19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class 8394.18 25182.53

designation 7.5 Metre 3.00

With common burnt clay F.P.S. (non modular) bricks of class

11 19.9 Constructing brick masonry circular type manhole 0.91 m internal

dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :

4 coarse sand), inside cement plaster 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat

of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse

sand : 6 graded stone aggregate 40 mm nominal size), and making

necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size) finished with

a floating coat of neat cement, all complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20

grade designation) 560 mm internal diameter conforming to I.S.

12592, total weight of cover and frame to be not less than 182 kg.,

fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

19.9.1 stone aggregate 20 mm nominal size) including centering,

shuttering all complete. (Excavation, foot rests and 12mm thick

cement plaster at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class

12 19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom)

beyond 0.91 m to 1.67 m

19.10.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 Metre 2.00 7209.90 14419.80

E. MISCELLANEOUS ITEMS

Providing and fixing M.S. puddle flanges (fabricated of 750 mm

long pipe pieces) to R.C.C. water tanks wall / slab. The entire

fitting shall be hot dipped galvanized (Flanges shall confirm to

BS10 Table E) .

NS 50 mm dia (Screwed ends MS plate 6 mm thick; 100 mm x 100 mm

1 plus dia of pipe). Nos. 3.00 1544.38 4633.14

NS 65 mm dia (Flanged ends MS plate 6 mm thick; 100 mm x 100 mm

2 plus dia of pipe). Nos. 3.00 2064.73 6194.19

NS 80 mm dia (Flanged ends MS plate 6 mm thick; 100 mm x 100 mm

3 plus dia of pipe). Nos. 1.00 2650.12 2650.12

NS 100 mm dia (Flanged ends MS plate 6 mm thick; 250 mm x 20 mm

4 plus dia of pipe). Nos. 1.00 3625.79 3625.79

NS Providing, testing & commissioning of dial type pressure gauge

with pressure scale of 0 to 15 kg / cm2. Provision of isolation cock

5 suitable for pressure of 15 kg / cum2 shall be included in cost. Nos. 4.00 975.67 3902.66

WATER SUPPLY PUMPS

1 Providing, fixing, testing and commissioning of Horizontal

centrifugal pumps for pumping drinking water from sump to

overhead water tank, the pumps shall be made of CI casing, CI

Impeller, CS shaft & sleeve, Mechanical Seal connected to a TEFC

induction motor mounted on a common channel base frame with

coupling guard, motor to be suitable for 400/440 V, 3 Phase, 50

cycles AC power supply, including all necessary accessories.

Cold Water Pump: Flushing

Cold Water Pump: Domsetic set 1.00 50242.27 50242.27

Capacity : 4.4 Litres / sec

Head : 12-36 Mtrs

Type of Pump : Horizonal Centrifugal pump

Total No. of Pump-2No.(1W+1S)

2 Providing, fixing, testing and commissioning of Horizontal

centrifugal pumps for pumping drinking water from sump to

overhead water tank, the pumps shall be made of CI casing, CI

Impeller, CS shaft & sleeve, Mechanical Seal connected to a TEFC

induction motor mounted on a common channel base frame with

coupling guard, motor to be suitable for 400/440 V, 3 Phase, 50

cycles AC power supply, including all necessary accessories.

Cold Water Pump: Flushing

Cold Water Pump: Flushing set 1.00 30478.67 30478.67

Capacity : 3.9 Litres / sec

Head : 8-22 Mtrs

Type of Pump : Horizonal Centrifugal pump

Total No. of Pump-2No.(1W+1S)

FIRE FIGHTING SYSTEM

1 NS TERRACE PUMP

Supply, erection, testing and commissioning of Electrical driven

Terrace pump with all necessary valves and fittings comprising as

follows: Electrical motor driven pump capable of delivering

450LPM at a head of 20Mtrs 7.5 HP mono block to electrical motor

fiited in a common base plate, coupling and coupling guard

MAKE : KIRLOSKAR

2 NS DOL STARTER

Supply, installation, testing and commissioning of motor control

panel for the Terrace pump for fire fighting including all Set 1.00 36176.00 36176.00

neccesssary control wiring with indication lamps and meters.

3 NS POWER CABLE

Supply and Laying of below sized XLPE insulated PVC sheathed

Aluminium conductor armored cabling to the incoming and

outgoing of fire pump panel including necessary termination,

glanding, necessary connections etc

4 NS PRESSURE SWITCH

Supply, installation, testing and commissioning of industrial type

pressure switch having 1/4" BSP(F) complete as required.

Make: Danfoss/Indifss/Waree

5 NS PRESSURE GAUGE

Supply, installation, testing and commissioning of pressure gauge

with 0 to 12kg range 4" dia.

Supply, erection, testing and commissioning of above ground piping

of approved make medium quality MS "C" class pipes with branded

malleable specials conforming to IS 1239 part 1 & 2 such as tees,

elbows, unions, flanges, nipples etc. including cutting, welding and

painting the exposed pipes with one coat of zinchromate primer and

two coats of PO red enamel paint. The pipes shall be supported

Make: Tata/Zindal

8 NS BUTTERFLY VALVE

Supply, installation, testing and commissioning of slim seal type

cast iron butterfly valves lever operated type with necessary flanges,

nuts, rubber gaskets and bolts complete

Make : Intervalve/Karthar/Advance

9 NON RETURN VALVE

Supply, installation, testing and commissioning of slim seal type

cast iron non-return valves with necessary flanges,nuts,bolts and

rubber gaskets complete.

Make : Intervalve/Karthar/Advance

10 NS HYDRANT VALVE

Supply, erection, testing and commissioning of single headed

Hydrant valve stainless steel with ISI mark as per the IS Nos. 4.00 5987.00 23948.02

specification fitted to 80mm dia pipe.

Make: Arihant/Newage/Essel

11 NS HOSE REEL SET

Supply, installation, testing and commissioning of First-aid Hose

Reel with MS construction spray painted in Post office Red,

conforming to IS 884 with up to date amendments, complete with

the following as required as per technical specification(a) 30 m.

long 20 mm (nominal internal dia water hose Thermoplastic Nos. 4.00 8413.00 33652.01

(Textile reinforced) Type-2 as per IS: 12585(b) 20 mm nominal

internal ) dia gun metal globe valve nozzle.(c) Drum and brackets

for fixing the equipment's on wall.(d) Connections from riser

with 40 mm dia stop valve (gun metal) M.S. Pipe

Make: Arihant/Newage/Monsher

12 NS HOSE BOX

NS Supply, installation, testing and commissioning of hose boxes

wall/pedestal type of size 600 x 250 x 400 mm made out of 18

gauge MS sheet steel with front side glass, locking arrangement and Nos. 4.00 3360.00 13440.00

painted with approved colour completed as required and as per

specifications.

13 NS FIRE HOSE

NS Supply, installation, testing and commissioning of 63 mm dia, 15

mtr. Long RRL hose pipe with 63 mm dia Male and Female SS

couplings duly binded with GI wire, rivets etc. conforming to IS Nos. 4.00 4434.00 17736.01

636 (type-A) as required as per technical specification

Make: CRC/Newage

14 NS BRANCH PIPE

Supply, installation, testing and commissioning of 63 mm dia Gun

metal branch pipe with 20 mm (nominal internal diameter) size SS

nozzle conforming to IS 903, suitable for instantaneous connection

to interconnect hose pipe coupling as required

Make: Arihant/Newage/Swastik

15 NS FIRE BRIGADE INLET

Supply, installation, testing and commissioning of 3 way Fire

Brigade Inlet connection of 63 mm dia. built - in Gun metal Non-

return valves instantaneous coupling type arrangement to be

connected to wet riser main.

Make: Arihant/Newage/Swastik

16 NS GATE/BALL VALVE

Supply, installation, testing and commissioning of lever operated

25mm dia Gate/ball valve conforming to IS 9890:1981 with forged

body, brass/stainless steel ball and shall be internally threaded to

receive pipe connections .

Make: Zoloto/Sant/Keeto

17 NS AIR RELEASE VALVE

Supply, installation, testing and commissioning of gunmetal air

release valve 25 mm with necessary fittings etc. complete.

Make: Arihant/Karthar/Atom

18 NS ABC FIRE EXTINGUISHER

Supply and installation of ABC Stored pressure type Fire

Extinguisher 4 Kgs Capacity Mono Ammonium Phosphate based

Dry Chemical Powder as per IS 14609 with ISI Mark for Fighting

ABC Class of Fire, stored Pressure type of Mild steel body

NS pressurized by Nitrogen Gas. The Extinguisher shall have pressure Nos 8.00 2240.00 17920.00

gaugefor indicating inside pressure with opening and closing lever

of squeeze grip type with tamper proof seal, complete with wall

bracket. The Extinguisher should be manufactured strictly as per IS:

15683:2006 with ISI mark.

Make: Safex/Kanex/Bharat

19 NS CO2 FIRE EXTINGUISHER

Supply and installation of CO2 type fire extinguisher of 4.5 kg.

Capacity complete with initial charges and installation brackets.

Make: Safex/Kanex/Bharat

FIRE ALARM SYSTEM

1 NS MANUAL CALL POINT

Supply, installation, testing and commissioning of manual call

points break glass type with hammer & chain

Supply, installation, testing and commissioning of audio alarm

3 NS FIRE ALARM PANEL

Supply, installation, testing and commissioning of Control Panel of

NS 8 Zone complete with charger, rectifier, alarm display with all other Nos. 1.00 20720.00 20720.00

necessary attachments

Make : Ravel/ Aswin/Agni

NS Supply ,Installation, testing and commissioning of 1 Sq.mm cable Mtrs 540.00 44.80 24192.00

Make :Finolex /Havells/RR

Supply ,Installation, testing and commissioning of 20mm PVC rigid

Supply Installation, testing and commissioning of 2 x 12V 7 Ah

Battery for Panel

NS SIGN BOARDS

Supply & erection of Glow Sign Board made of 3mm thick PVC

foam board for each floor 12" x 4"

8 Supply & erection of Assembly Point sign board 16" x 16"

9 Supply & erection of Fire route map drwing in A3 sheet with plastic

NS laminated Nos 4.00 504.00 2016.00

SUKHAPURAM SUB TOTAL - (A ) 85821070.61

LOCATION NO. 2 - SABARIMALAMIDWAY SHELTER AT MANIYANKODE (VIRI BLOCK)

ITEM UNIT QUANTITY RATE AMOUNT

Boring, providing and installing bored cast-in-situ reinforced

cement concrete piles of grade M-25 of specified diameter and

length below the pile cap to carry a safe working load not less than

specified, excluding the cost of steel reinforcement but including

the cost of boring, with bentonite solution and temporary casing of

appropriate length for setting out and removal of same and the

1 20.2.4 length of the pile to be embedded in the pile cap etc. all complete, Metre 880.00 2599.60 2287646.59

including removal of excavated earth with all lifts and leads

(Length of pile for payment shall be measured upto bottom of pile

500 mm dia piles

Extra for providing richer mixes at all floor levels. Note: -

Excess/less cement over the specified cement content used is

payable/ recoverable separately. Providing M-30 grade concrete

2 5.34.1 instead of M-25 grade BMC/RMC. (Note: - Cement content Cum 172.48 102.78 17728.01

considered in M30 is at the rate 340 kg/cum).

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position and binding all complete upto

3 5.22.6 Thermo - Mechanically Treated bars of grade Fe-500D or more Kg 12936.00 83.70 1082712.15

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including disposal of

4 2.6.1 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth Cum 249.32 186.26 46437.53

to be levelled and neatly dressed.

All kinds of soil

Vertical load testing of piles in accordance with IS 2911( Part IV)

including installation of loading platform and preparation of pile

head or construction of test cap and dismantling of test cap after test

etc. complete as per specification & the direction of engineer -in-

Group of two or more piles upto 50 tonne capacity

Vertical load testing of piles in accordance with IS 2911( Part IV)

including installation of loading platform and preparation of pile

head or construction of test cap and dismantling of test cap after test

etc. complete as per specification & the direction of engineer -in-

Single pile upto 50 tonne capacity

Providing and fixing pots for pillar slab including the cost of all

labour and material, transportation, loading

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

9 5.33.1 without impairing strength and durability as per direction of Cum 210.85 9533.40 2010106.84

Engineer - in-charge. Note:- Cement content considered in this item

is @ 330 kg/ cum. Excess or less cement used as per design mix is

payable or recoverable separately.

All work upto plinth level

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position and binding all complete upto

Thermo - Mechanically Treated bars of grade Fe-500D or more

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position and binding all complete above

Thermo - Mechanically Treated bars of grade Fe-500D or more

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

without impairing strength and durability as per direction of

12 5.33.2 Engineer - in-charge. Note:- Cement content considered in this item Cum 371.06 10721.73 3978425.24

is @ 330 kg/ cum. Excess or less cement used as per design mix is

payable or recoverable separately.

All work above plinth level upto floor V level

Centering and Shuttering

Centering and shuttering including strutting, propping etc. and

5.9 removal of form for :

Foundations, footings, bases of columns, etc. for mass concrete.

Walls (any thickness) including attached pilasters, butteresses,

14 5.9.2 plinth and string courses etc. Sqm 80.00 559.89 44791.04

Suspended floors, roofs, landings, balconies and access platform.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Columns, Pillars, Piers, Abutments, Posts and Struts.

Solid block masonry using pre cast solid blocks ( Factory made) of

size 30x20x20cm or nearest available

size confirming to IS 2185 Part I of 1979 for super structure up to

18 50.6.1.5 floor two level thickness 20cm and Cum 284.58 6260.53 1781634.49

above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

Solid block masonry using pre cast solid blocks (Factory made) of

size 30x20x20cm or nearest available size confirming to IS 2185

part I of 1979 for foundation and plinth with thickness 20cm and

19 50.6.1.4 above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete Cum 71.28 5745.60 409546.37

Solid block masonry using pre cast solid blocks (Factory made) of

size 40x20x10 cm or nearest available

size confirming to IS 2185 part I of 1979 for super structure up to

20 50.6.3.2 floor two level for 10 cm thick wall in : Cum 29.46 7197.71 212044.64

CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding

21 13.1.1 12mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sqm 6123.11 255.76 1566065.44

6mm th Ceiling Plaster plaster of mix 1:3 (1 cement: 3 coarse sand)

18 mm thick plain cement mortar band in cement mortar 1:4 (1

13.29 cement : 4 fine sand):

Providing and fixing I st 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, bottle green, black of any size as approved by Engineer -

in-Charge, in skirting, risers of steps and dados, over 12 mm thick

27 11.36 bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing Sqm 408.53 1101.44 449969.73

with grey cement slurry @ 3.3 kg per sqm, including pointing in

white cement mixed with pigment of matching shade complete.

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 20 mm thick

cement mortar 1:4(1 cement : 4 coarse sand), including grouting the

joints with white cement and matching pigments etc., complete.

Size of Tile 600 x 600 mm.

Providing and laying flamed finish Granite stone flooring in

required design and patterns, in linear as well as curvillinear

portions of the building all complete as per the architectural

drawings with 18 mm thick stone slab over 20 mm (average) thick

base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and

jointed with cement slurry and pointing with white cement slurry

29 8.12 admixed with pigment of matching shade including rubbing, curing Sqm 605.83 4270.76 2587342.69

and polishing etc. all complete as specified and as directed by the

Engineer-in-charge. a. Flamed finish granite stone slab Jet Black,

Cherry Red, Elite Brown, Cat Eye or equivalent.

Providing and laying water proofing treatment in sunken portion of

WCs, bathroom etc., by applying cement slurry mixed with water

proofing cement compound consisting of applying : a) First layer of

slurry of cement @ 0.488 kg/sqm mixed with water proofing

cement compound @ 0.253 kg/ sqm. This layer will be allowed to

air cure for 4 hours. b) Second layer of slurry of cement @ 0.242

kg/sqm mixed with water proofing cement compound @ 0.126

30 22.5 kg/sqm. This layer will be allowed to air cure for 4 hours followed Sqm 199.12 441.15 87840.91

with water curing for 48 hours. The rate includes preparation of

surface, treatment and sealing of all joints, corners, junctions of

pipes and masonry with polymer mixed slurry.

Providing and laying Ceramic glazed floor tiles of size 300x300

mm (thickness to be specified by the manufacturer), of Ist quality

conforming to IS : 15622, of approved make, in all colours, shades,

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

31 11.38 bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including Sqm 165.76 1106.03 183336.13

pointing the joints with white cement and matching pigments etc.,

Applying one coat of water thinnable cement primer of approved

brand and manufacture on wall surface : Water thinnable cement

Finishing walls with textured exterior paint of required shade :New

work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

including priming coat of exterior primer applied @ 2.20kg/10 sqm

Finishing walls with Acrylic Smooth exterior paint of required

shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm

34 13.46.1 over and including priming coat of exterior primer applied @ 2.20 Sqm 1161.18 142.04 164932.29

PAINTING Wall painting with premium acrylic emulsion paint of

interior grade, having VOC (Volatile Organic Compound ) content

less than 50 grams/ litre of approvedbrand and manufacture,

35 13.83.2 including applying additional coats wherever required to achieve Sqm 9839.39 105.00 1033135.53

even shade and colour.

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).

Second class teak wood

Providing and fixing panelled or panelled and glazed shutters for

shutters for doors, windows and

clerestory windows, including ISI marked M.S. pressed butt hinges

bright finished of required size with

necessery screws, excluding panelling which will be paid for

separately, all complete as per direction of

Engineer - in-charge.Second class teak wood35 mm thick shutters

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 thick : Kiln seasoned

and chemically treated hollock wood. (1/3rd glazed and 2/3rd

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 faceveneers on

39 9.20.1 both faces of shutters. 35 mm thick including ISI marked Stainless Sqm 81.36 3680.78 299468.20

Steel butt hinges with necessary screws.

Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. including

40 9.48 priming coat with approved steel primer all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 1072.50 166.30 178354.84

Providing 40x5 mm flat iron hold fast 40 cm long including fixing

to frame with 10 mm diameter bolts, nuts and wooden plugs and

embedding in cement concrete block 30x10x15cm 1:3:6 mix (1

41 9.53 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal Each 464.00 175.39 81381.89

Providing and fixing aluminium extruded section body tubular type

universal hydraulic door closer (having brand logo with ISI, IS :

3564, embossed on the body, door weight upto 36 kg to 80 kg and

door width from 701 mm to 1000 mm), with double speed

adjustment with necessary accessories and screws etc. complete.

Providing and fixing aluminium handles, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868)

transparent or dyed to required colour or shade, with necessary

9.100 screws etc. complete :

Providing and fixing aluminium tower bolts, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868 )

9.97 transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium hanging floor door stopper, ISI

marked, anodised (anodic coating not less

than grade AC 10 as per IS: 1868) transparent or dyed to required

47 9.101.2 colour and shade, with necessary each 124.00 56.20 6969.00

screws etc. complete.Twin rubber stopper

Providing and fixing factory made panel PVC door shutter

consisting of frame made out of M.S. tubes of 19 gauge thickness

and sized of 19 mm x 19 mm for styles and 15x15 mm for top &

bottom rails. M.S. frame shall have a coat of steel primers of

approved make and manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30 mm thickness, 70

mm width out of whicj 50 mm shall be flat and 20 mm shall be

tapered in 45 degree angle on both side forming styles and 5mm

thick, 95 mm wide PVC sheet out of which75 mm shall be tapered

in 45 degree on th inner side to form top and bottom rail and 115

48 9.120.1 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm Sqm 63.15 4093.60 258514.93

shall be tapered on both sides to form lock rail. Top, bottom and

lock rails shall be provided both side of the panel. 10 mm (5 mmx2)

thick, 20 mm wide cross PVC sheet be provided as gap insert for

top rail & bottom rail. paneling of 5 mm thick both side PVC sheet

to be fitted in the M.S. frame welded /sealed to the styles & rails

with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading

on inner side, and joined together with solvent cement adhesive. An

additional 5 mm thick PVC strip of 20 mm width is to be stuck on

the interior side of the 'C' Channel using PVC solvent adhesive etc.

complete as per direction of Engineer -in-charge, manufacture's

Providing and fixing factory made P.V.C. door frame of size 50x47

mm with a wall thickness of 5 mm, made out of extruded 5 mm

rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of

150 mm long brackets of 15x15 mm M.S. square tube, the vertical

49 9.119 door frame profiles to be reinforced with 19x19 mm M.S. square Metre 191.50 648.85 124254.70

tube of 19 gauge, EPDM rubber gasket weather seal to be provided

through out the frame. The door fame to be fixed to the wall using

M.S. screws of 65/100 mm size, complete as per manufacturer's

specification and direction of Engineer-in Charge.

Providing and fixing aluminium sliding door bolts, ISI marked

anodised (anodic coating not less than grade AC 10 as per IS :

1868), transparent or dyed to required colour or shade, with nuts

50 9.96.1 and screws etc. complete: Nos 57.00 314.18 17908.40

Providing and fixing aluminium sliding door bolts, ISI marked

anodised (anodic coating not less than grade AC 10 as per IS :

51 9.96.2 1868), transparent or dyed to required colour or shade, with nuts Nos 68.00 279.80 19026.29

and screws etc. complete:

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 /

52 21.1.1.1 paneling, C.P. brass / stainless steel screws, all complete as per kg 299.03 525.36 157095.30

architectural drawings and the directions of Engineer-in-charge.

(Glazing, paneling and dash fasteners to be paid for separately) :

For fixed portion Anodised aluminium (anodised transparent or

dyed to required shade according to IS: 1868, minimum anodic

coating of grade AC 15)

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, Aluminnium 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

For fixed portion

Powder coated aluminium (minimum thickness of powder coating

Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM

rubber / neoprene gasket etc. complete as per the architectural

drawings and the directions of Engineer -

54 21.3.1 in -Charge. ( Cost of aluminium snap beading shall be paid in basic Sq.m 66.45 1096.57 72867.05

item):With float glass panes of 4.0

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

55 10.16.1 welding and bolted with special shaped washers etc. complete. Hot Kg 71166.88 133.47 9498672.07

finished welded type tubes. loading and unloading, transportation,

all lead and lift, etc., complete

Providing and fixing stainless steel ( Grade 304) railing made of

Hollow tubes, channels, plates etc., including welding, grinding,

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories &

stainless steel dash fasteners , stainless steel bolts etc., of required

56 10.28 size, on the top of the floor or the side of waist slab with suitable Kg 1500.00 698.61 1047916.80

arrangement as per approval of Engineer-in-charge, (for payment

purpose only weight of stainless steel members shall be considered

excluding fixing accessories such as nuts, bolts, fasteners etc.).

Painting with synthetic enamel paint of approved brand and

57 13.61.1 manufacture to give an even shade:Two or Sqm 2238.00 115.94 259479.09

more coats on new work

Supply and installation of GI puff sheet of thickness 150 mm

for viri main roof including fasterning screw cost of materials and

labours, transportation, loading unloading, all lead and lift, etc.,

complete as per design and instruction of engineer in charge.

Providing & fixing on roof pressed clay tile (Mangalore tile) of 20

mm nominal thickness and of approved size and as per approved

pattern on steel frame work complete (steel framework to be paid

Providing & laying on roof pressed clay tile ridge (Mangalore tile)

of 20 mm thickness and of approved pattern on steel frame work

60 12.49 complete (steel frame work to be paid separately ). metre 160.00 77.56 12409.60

Fixing of ceiling kerala tiles below for car porch roof and

sunshades including labour, installation, transportation, loading

unloading, all lead and lift, scaffolding, etc., complete as per

drawing and instruction of engineer in charge.

Supply and fixing of eave board of 12mm thickness including the

62 MR cost of all material and labour, installation, transportation, etc., Rm 200.00 205.54 41108.48

complete ass per drawing and instruction of engineer in charge.

MANIYANKODE VIRI SUB TOTAL - (B) 49389244.78

LOCATION 02- SABARIMALAMIDWAY SHELTER AT MANIYANCODE- ANNADHANAM BLOCK

ITEM UNIT QUANTITY RATE AMOUNT

Boring, providing and installing bored cast-in-situ reinforced

cement concrete piles of grade M-25 of specified diameter and

length below the pile cap to carry a safe working load not less than

specified, excluding the cost of steel reinforcement but including

the cost of boring, with bentonite solution and temporary casing of

appropriate length for setting out and removal of same and the

1 20.2.4 length of the pile to be embedded in the pile cap etc. all complete, Metre 512.00 2599.60 1330994.38

including removal of excavated earth with all lifts and leads

(Length of pile for payment shall be measured upto bottom of pile

500 mm dia piles

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position and binding all complete upto

Thermo - Mechanically Treated bars of grade Fe-500D or more

Vertical load testing of piles in accordance with IS 2911( Part IV)

including installation of loading platform and preparation of pile

head or construction of test cap and dismantling of test cap after test

3 20.6.1.1 etc. complete as per specification & the direction of engineer -in- Per Test 1.00 57027.04 57027.04

Single pile upto 50 tonne capacity

Vertical load testing of piles in accordance with IS 2911( Part IV)

including installation of loading platform and preparation of pile

head or construction of test cap and dismantling of test cap after test

4 20.6.1.2 etc. complete as per specification & the direction of engineer -in- Per Test 1.00 25765.23 25765.23

Single pile upto 50 tonne capacity

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

5 4.1.8 plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone Cum 23.68 6622.50 156827.52

aggregate 40 mm nominal size)

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including disposal of

6 2.6.1 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth Cum 825.00 186.26 153661.20

to be levelled and neatly dressed.

All kinds of soil

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

without impairing strength and durability as per direction of

Engineer-in-charge. (Note: - cement content considered in this item

is @ 330kg/cum. Excess or less cement used as per design mix is

payable or recoverable separately.) All works upto plinth level

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position and

binding all complete upto plinth levelThermo - Mechanically

Treated bars of grade Fe-500D or more

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundation etc. in layers not exceeding 20 cm in

9 2.25 depth, consolidating each deposited layer by ramming and watering, Cum 526.05 185.96 97826.78

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

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

10 5.33.2 without impairing strength and durability as per direction of Cum 106.69 10721.73 1143943.88

Engineer - in-charge. Note:- Cement content considered in this item

is @ 330 kg/ cum. Excess or less cement used as per design mix is

payable or recoverable separately.

All work above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement content used is

payable/ recoverable separately.

11 5.34.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Cum 106.69 102.78 10966.27

(Note:- Cement content considered in M-30 is @ 340 kg/cum).

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position and binding all complete above

Thermo - Mechanically Treated bars of grade Fe-500D or more

Centering and shuttering including strutting, propping etc. and

5.9 removal of form for :

Foundations, footings, bases of columns, etc. for mass concrete.

Walls (any thickness) including attached pilasters, butteresses,

14 5.9.2 plinth and string courses etc. Sqm 118.42 559.89 66301.94

Centering and shuttering including strutting, etc. and removal of

form for:Lintels, beams, plinth beams,

girders bressumers and cantilevers

Centering and shuttering including strutting, etc. and removal of

form for:Columns, Pillars, Piers,

16 5.9.6 Abutments, Posts and Struts Sqm 419.08 691.88 289952.38

Solid block masonry using pre cast solid blocks ( Factory made) of

size 30x20x20cm or nearest available

size confirming to IS 2185 Part I of 1979 for super structure up to

17 50.6.1.5 floor two level thickness 20cm and Cum 194.70 6260.53 1218906.64

above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

Solid block masonry using pre cast solid blocks (Factory made) of

size 30x20x20cm or nearest available size confirming to IS 2185

18 50.6.1.4 part I of 1979 for foundation and plinth with thickness 20cm and Cum 71.28 5745.60 409546.37

above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

Solid block masonry using pre cast solid blocks (Factory made) of

size 40x20x10 cm or nearest available

size confirming to IS 2185 part I of 1979 for super structure up to

19 50.6.3.2 floor two level for 10 cm thick wall in : Cum 8.43 7197.71 60705.52

CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding

20 13.1.1 12mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sq.m 3483.45 255.76 890939.09

18 mm thick plain cement mortar band in cement mortar 1:4 (1

cement : 4 fine sand):

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

25 11.41.2 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sqm 555.51 1655.43 919604.71

sqm including grouting the joints with white cement and matching

pigments etc., complete. Size of tile 600x600 mm

Providing and laying Anti skid ceramic floor tiles of size 300x300

mm (thickness to be specified by the manufacturer), of 1st quality

conforming to IS : 15622, of approved make, in all colours, shades,

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

26 11.38 bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with Sq.m 33.29 1106.03 36819.86

grey cement slurry @ 3.3 kg/ sq.m including pointing the joints

with white cement and matching pigments etc., complete.

Providing and fixing I st 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, bottle green, black of any size as approved by Engineer -

in-Charge, in skirting, risers of steps and dados, over 12 mm thick

27 11.36 bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing Sqm 98.44 1101.44 108429.22

with grey cement slurry @ 3.3 kg per sqm, including pointing in

white cement mixed with pigment of matching shade complete.

Providing and laying flamed finish Granite stone flooring in

required design and patterns, in linear as well as curvilinear

portions of the building all complete as per the architectural

drawings with 18 mm thick stone slab over 20 mm

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

sand) laid and jointed with cement slurry and pointing with white

28 8.12 cement slurry admixed with pigment of matching shade including Sqm 191.47 4270.76 817735.54

rubbing, curing and polishing etc. all complete as specified and as

directed by the Engineer-in-Charge : Flamed finish granite stone

slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

Applying one coat of water thinnable cement primer of approved

brand and manufacture on wall surface : Water thinnable cement

PAINTING Wall painting with premium acrylic emulsion paint of

interior grade, having VOC (Volatile Organic Compound ) content

less than 50 grams/ litre of approvedbrand and manufacture,

30 13.83.2 including applying additional coats wherever required to achieve Sqm 2557.57 105.00 268544.96

even shade and colour. Two coats

Finishing walls with textured exterior paint of required shade :New

work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

including priming coat of exterior primer applied @ 2.20kg/10 sqm

Finishing walls with Acrylic Smooth exterior paint of required

shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm

over and including priming coat of exterior primer applied @ 2.20

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade:Two or

33 13.61.1 more coats on new work Sqm 2238.00 115.94 259479.09

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 faceveneers on

34 9.20.1 both faces of shutters. 35 mm thick including ISI marked Stainless Sqm 28.80 3680.78 106006.44

Steel butt hinges with necessary screws.

Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. including

35 9.48 priming coat with approved steel primer all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 634.95 166.30 105590.66

Providing 40x5 mm flat iron hold fast 40 cm long including fixing

to frame with 10 mm diameter bolts, nuts and wooden plugs and

embedding in cement concrete block 30x10x15cm 1:3:6 mix (1

36 9.53 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal each 138.00 175.39 24204.10

Providing and fixing aluminium extruded section body tubular type

universal hydraulic door closer (having brand logo with ISI, IS :

3564, embossed on the body, door weight upto 36 kg to 80 kg and

door width from 701 mm to 1000 mm), with double speed

adjustment with necessary accessories and screws etc. complete.

Providing and fixing aluminium tower bolts, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868 )

9.97 transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium handles, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868)

9.100 transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium hanging floor door stopper, ISI

marked, anodised (anodic coating not less than grade AC 10 as per

IS : 1868) transparent or dyed to required colour and shade, with

necessary screws etc. complete.

9.101.2 Twin rubber stopper each 18.00 56.20 1011.63

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 separately) : For

fixed portion Anodised aluminium (anodised transparent or dyed to

required shade according to IS - 1868, minimum anodic coating of

For shutters of doors, windows & ventilators including providing

and fixing hinges/ pivots and making provision for fixing of fittings

whereever required including the cost of EPDM rubber / neoprene

44 21.1.2.1 gasket required (fitting shall paid for separately). Anodised kg 112.05 613.79 68775.57

aluminium (anodised transparent or dyed to required shade

according to IS: 1868, minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM

rubber / neoprene gasket etc. complete as per the architectural

drawings and the directions of Engineer -

45 21.3.1 in -Charge. ( Cost of aluminium snap beading shall be paid in basic Sqm 37.35 1096.57 40956.87

item):With float glass panes of 4.0

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).

Second class teak wood

Providing and fixing aluminium sliding door bolts, ISI marked

anodised (anodic coating not less than grade AC 10 as per IS :

1868), transparent or dyed to required colour or shade, with nuts

and screws etc. complete :

Providing and fixing factory made P.V.C. door frame of size 50x47

mm with a wall thickness of 5 mm, made out of extruded 5 mm

rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of

150 mm long brackets of 15x15 mm M.S. square tube, the vertical

door frame profiles to be reinforced with 19x19 mm M.S. square

tube of 19 gauge, EPDM rubber gasket weather seal to be provided

through out the frame. The door fame to be fixed to the wall using

M.S. screws of 65/100 mm size, complete as per manufacturer's

specification and direction of Engineer-in Charge.

Providing and fixing factory made panel PVC door shutter

consisting of frame made out of M.S. tubes of 19 gauge thickness

and sized of 19 mm x 19 mm for styles and 15x15 mm for top &

bottom rails. M.S. frame shall have a coat of steel primers of

approved make and manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30 mm thickness, 70

mm width out of whicj 50 mm shall be flat and 20 mm shall be

tapered in 45 degree angle on both side forming styles and 5mm

thick, 95 mm wide PVC sheet out of which75 mm shall be tapered

in 45 degree on th inner side to form top and bottom rail and 115

49 9.120.1 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm Sqm 4.73 4093.60 19346.35

shall be tapered on both sides to form lock rail. Top, bottom and

lock rails shall be provided both side of the panel. 10 mm (5 mmx2)

thick, 20 mm wide cross PVC sheet be provided as gap insert for

top rail & bottom rail. paneling of 5 mm thick both side PVC sheet

to be fitted in the M.S. frame welded /sealed to the styles & rails

with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading

on inner side, and joined together with solvent cement adhesive. An

additional 5 mm thick PVC strip of 20 mm width is to be stuck on

the interior side of the 'C' Channel using PVC solvent adhesive etc.

complete as per direction of Engineer -in-charge, manufacture's

Providing and fixing panelled or panelled and glazed shutters for

shutters for doors, windows and

clerestory windows, including ISI marked M.S. pressed butt hinges

bright finished of required size with

50 9.5.1.1 necessery screws, excluding panelling which will be paid for Sqm 9.60 3768.33 36175.96

separately, all complete as per direction of

Engineer - in-charge.Second class teak wood 35 mm thick shutters

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 thick : Second class

Providing and fixing stainless steel ( Grade 304) railing made of

Hollow tubes, channels, plates etc., including welding, grinding,

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories &

stainless steel dash fasteners , stainless steel bolts etc., of required

52 10.28 size, on the top of the floor or the side of waist slab with suitable Kg 1500.00 698.61 1047916.80

arrangement as per approval of Engineer-in-charge, (for payment

purpose only weight of stainless steel members shall be considered

excluding fixing accessories such as nuts, bolts, fasteners etc.).

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

53 10.16.1 welding and bolted with special shaped washers etc. complete. Hot Kg 57131.67 133.47 7625386.45

finished welded type tubes. loading and unloading, transportation,

all lead and lift, etc., complete

EXTERIOR WALL CLADDING: Providing and fixing laterite

exterior cladding including the cost of all materials and labour

charges, scaffolding etc. complete as per drawing and instruction of

engineer in charge.

Supply and installation of GI puff sheet of thickness 100 mm

for annadhanamandapam main roof including fasterning screw

cost of materials and labours, transportation, loading unloading, all

55 NS lead and lift, etc., complete as per design and instruction of Sqm 950.00 3174.15 3015439.84

engineer in charge.

Providing & fixing on roof pressed clay tile (Mangalore tile) of 20

mm nominal thickness and of approved size and as per approved

pattern on steel frame work complete., loading and unloading,

56 12.48 transportation, all lead and lift, etc., complete (steel frame work to Sqm 950.00 351.97 334372.64

be paid separately)

Providing & laying on roof pressed clay tile ridge (Mangalore tile)

of 20 mm thickness and of approved pattern on steel frame work

57 12.49 complete (steel frame work to be paid separately ). Rm 160.00 77.56 12409.60

Fixing of ceiling kerala tiles below for car porch roof and

sunshades including labour, installation, transportation, loading

unloading, all lead and lift, scaffolding, etc., complete as per

drawing and instruction of engineer in charge.

Supply and fixing of eave board of 12mm thickness including the

cost of all material and labour, installation, transportation, etc.,

59 MR complete ass per drawing and instruction of engineer in charge. Rm 200.00 205.54 41108.48

Earth work in Excavation by mechanical means (hydraulic

excavator)/ manual means in foundation trenches or drains (not

exceeding 1.5 metre in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 metre,

60 2.8.1 including getting out the excavated soil and disposal of surplus Cum 172.13 246.08 42355.69

excavated soil as directed, within a lead of 50m.

All kinds of soil.

Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and watering,

lead up to 50 m and lift upto 1.5m.

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size)

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

without impairing strength and durability as per direction of

Engineer-in-charge. All works upto to plinth level

Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement

content used is payable/ recoverable separately.Providing M-30

grade concrete instead of M-25 grade

65 5.34.1 BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 Cum 53.10 102.78 5457.75

Centering and Shuttering

Centering and shuttering including strutting, propping etc. and

removal of form for :

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

67 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 42.00 624.51 26229.50

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete upto

68 5.22.6 plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or Kg 8400.00 83.70 703059.84

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

70 5.33.2 without impairing strength and durability as per direction of Cum 5.64 10721.73 60459.82

Engineer - in-charge. Note:- Cement content considered in this item

is @ 330 kg/ cum. Excess or less cement used as per design mix is

payable or recoverable separately.

All work above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement

content used is payable/ recoverable separately.Providing M-30

71 5.34.1 grade concrete instead of M-25 grade Cum 4.18 102.78 429.53

BMC/RMC. (Note:- Cement content considered in M-30 is @ 340

Centering and shuttering including strutting, etc. and removal of

form for:Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

Centering and shuttering including strutting, etc. and removal of

form for:Suspended floors, roofs,

landings, balconies and access platform

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position andbinding all complete upto

74 5.22.6 plinth level Thermo - Mechanically Treated bars of grade Fe-500D Kg 1750.00 83.70 146470.80

75 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) Sqm 72.44 255.76 18528.00

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, lift up to 1.5 m, including getting out

the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

All kinds of soil

Extra for every additional lift 1.5 m or part there of in excavation /

77 2.26.1 banking excavated or stacked materials.All kinds of soil Cum 119.15 76.53 9118.12

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundation etc. in layers not exceeding 20 cm in

depth, consolidating each deposited layer by ramming and watering,

78 2.25 lead up to 50 m and lift up to 1.5 m. Cum 71.22 185.96 13244.41

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 nominal size)

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix,including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate,retard setting of concrete, improve workability without

impairing strength and durability as per direction ofEngineer - in-

charge. Note:- Cement content considered in this item is @ 330 kg/

cum. Excess or lesscement used as per design mix is payable or

recoverable separately.All work upto plinth level

Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement

content used is payable/ recoverable separately.Providing M-30

81 5.34.1 grade concrete instead of M-25 grade Cum 52.29 102.78 5374.39

BMC/RMC. (Note:- Cement content considered in M-30 is @ 340

Centering and shuttering including strutting, etc. and removal of

form for:Walls (any thickness) includingattached pilasters,

butteresses, plinth and string courses etc.

Centering and shuttering including strutting, etc. and removal of

form for:Suspended floors, roofs,

landings, balconies and access platform

Steel reinforcement for R.C.C work including straightening,

cutting, bending, placing in position andbinding all complete upto

84 5.22.6 plinth levelThermo - Mechanically Treated bars of grade Fe-500D Kg 7800.00 83.70 652841.28

85 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) Sqm 198.83 255.76 50853.40

Banking excavated earth in layers not exceeding 20 cm in depth,

breaking clods, watering, rolling each layer with ½ tonne roller, or

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

86 2.3 with power roller of minimum 8 tonnes and dressing up, in

embankments for roads, flood banks, marginal banks, and guide

banks etc., lead upto 50 m and lift upto 1.5 m :

2.3.1 All kinds of soil Cum 240.00 398.92 95741.18

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 including making good the undulations etc. and re-rolling the

sub grade and disposal of surplus earth with lead upto 50 metres.

Construction of granular sub-base by providing close graded

Material conforming to specifications, mixing in a mechanical mix

plant at OMC, carriage of mixed material by tippers to work site, for

all leads & lifts, spreading in uniform layers of specified thickness

with motor grader on prepared surface and compacting with

88 16.78 vibratory power roller to achieve the desired density, complete as

per specifications and directions of Engineer in-Charge.

With material conforming to Grade-I (size range 75 mm to 0.075

Providing, laying, spreading and compacting graded stone

aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam

(WMM) specification including premixing the material with water

at OMC in for all leads & lifts, laying in uniform layers with

mechanical paverfinisher in sub- base / base course on well

prepared surface and compacting with vibratory roller of 8 to 10

tonne capacity to achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

Tack Coat - RS Bitumen Emulsion - On W.B.M / W.M.M @ 0.4

kg/ sqm Providing and applying tack coat using bitumen emulsion

conforming to IS : 8887, using emulsion

51.16.31.1. pressure distributor including preparing the surface & cleaning with

90 mechanical broom. Sqm 800.00 21.02 16817.92

1. With Rapid Setting Bitumen Emulsion

1. On W.B.M / W.M.M @ 0.4 kg/ sqm

Tack Coat - RS Bitumen Emulsion - On bituminous surface @ 0.25

Providing and applying tack coat using bitumen emulsion

conforming to IS : 8887, using emulsion

51.16.31.1. pressure distributor including preparing the surface & cleaning with

2 mechanical broom.

1. With Rapid Setting Bitumen Emulsion

2. On bituminous surface @ 0.25 kg /sqm

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of

stone chippings of<br>13.2 mm and 11.2

mm size respectively per 100 sqm and 52 kg and 56 kg of

hot<br>bitumen per cum of stone chippings of

13.2 mm and 11.2 mm size respectively,<br>including a tack coat

with hot straight run bitumen, including

92 NS consolidation with<br>road roller of 6 to 9 tonne capacity etc. Sqm 800.00 262.02 209619.20

complete (tack coat to be paid for

separately).<br>With paving Asphalt grade VG - 10 heated and

then mixed with solvent at the<br>rate of

70 grams per kg of asphalt (Refer Item No. 16.33.1 DAR 2016

Providing and laying Bituminous Macadam using crushed stone

aggregate of specified grading premixed with bituminous binder,

transported to site by tipper, laid over a precisely prepared surface

with paver finisher equipped with electronic sensor to the required

grade level and alignment and rolling with smooth wheeled

93 vibratory and tandem rollers as per specifications to achieve the

desired compaction and density, complete as per specifications and

directions of Engineer in charge.

50 to 100 mm average compacted thinkness with bitumen of grade

VG - 30 @ 3.50% (percentage by weight of total mix) prepared in

batch type hot mix plant of 100-120 TPH capacity. (item no.

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including disposal of

94 2.6.1 excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth Cum 63.00 186.26 11734.13

to be levelled and neatly dressed.

All kinds of soil

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and watering,

lead up to 50 m and lift upto 1.5m.

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

96 4.1.8 plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone Cum 5.28 6622.50 34973.44

aggregate 40 mm nominal size)

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

97 5.33.1 to accelerate, retard setting of concrete, improve workability Cum 17.28 9533.40 164737.07

without impairing strength and durability as per direction of

Engineer-in-charge. upto Plinth level

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

without impairing strength and durability as per direction of

Engineer-in-charge. All works above plinth level upto floor V level

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete upto

99 5.22.6 plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or Kg 3200.00 83.70 267832.32

Centering and Shuttering

Centering and shuttering including strutting, propping etc. and

removal of form for :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 197.31 286.82 56592.61

101 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sqm 312.00 255.76 79798.12

Finishing with Deluxe Multi surface paint system for interiors and

exteriors using Primer as per manufacturers specifications. Two or

more coats applied on walls @ 1.25 ltr/10 sqm over and including

one coat of Special primer applied @ 0.75 ltr /10 sqm

Solid block masonry using pre cast solid blocks ( Factory made) of

size 30x20x20cm or nearest available size confirming to IS 2185

Part I of 1979 for super structure up to floor two level thickness

103 50.6.1.5 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc Cum 31.201 6260.53 195334.83

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

104 10.16.1 welding and bolted with special shaped washers etc. complete. Hot Kg 1075.00 133.47 143480.68

finished welded type tubes. loading and unloading, transportation,

all lead and lift, etc., complete

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

105 2.8.1 sides and ramming of bottoms, lift up to 1.5 m, including getting out Cum 170.65 246.08 41991.99

the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and watering,

107 2.25 lead up to 50 m and lift upto 1.5m. Cum 198.42 185.96 36898.39

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

108 4.1.8 aggregate 40 mm nominal size) Cum 3.54 6622.50 23417.17

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concrete work, using cement content as per approved design

mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per IS: 9103

to accelerate, retard setting of concrete, improve workability

without impairing strength and durability as per direction of

Engineer-in-charge. All works Upto Plinth level

Extra for providing richer mixes at all floor levels. Note:-

Excess/less cement over the specified cement

content used is payable/ recoverable separately.Providing M-30

grade concrete instead of M-25 grade

Centering and Shuttering

Centering and shuttering including strutting, propping etc. and

removal of form for :

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

112 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 34.00 624.51 21234.03

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete upto

113 5.22.6 plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or Kg 5700.00 83.70 477076.32

Solid block masonry using pre cast solid blocks ( Factory made) of

size 30x20x20cm or nearest available

size confirming to IS 2185 Part I of 1979 for super structure up to

114 50.6.1.5 floor two level thickness 20cm and Cum 10.98 6260.53 68715.59

above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

115 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sqm 418.77 255.76 107106.72

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry

brick honey comb shaft with bricks and S.W. drain pipe 100 mm

diameter, 1.8 m long complete as per standard design. With

116 19.32.1 common burnt clay F.P.S. (non modular) bricks of class designation Nos 1.00 30584.79 30584.79

PLUMBING WORKS - GUEST HOUSE BUILDING

A. SUB HEAD - I : SANITARY FIXTURES & FITTINGS:

1 17.3 Providing and fixing white vitreous china pedestal type water closet

(European type) with seat and lid, 10 litre low level white vitreous

china flushing cistern & C.P. flush bend with fittings & C.I.

brackets, 40 mm flush bend, overflow arrangement with specials of

standard make and mosquito proof coupling of approved municipal

design complete, including painting of fittings and brackets, cutting

and making good the walls and floors wherever required :

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid Nos. 29.00 6793.46 197010.36

2 17.5.1 Providing and fixing white vitreous china flat back half stall urinal

of size 580x380x350 mm with white PVC automatic flushing

cistern, with fittings, standard size C.P. brass flush pipe, spreaders

with unions and clamps (all in C.P. brass) with waste fitting as per

IS : 2556, C.I. trap with outlet grating and other couplings in C.P.

brass, including painting of fittings and cutting and making good

the walls and floors wherever required:

Single half stall urinal with 5 litre PVC. automatic flushing cistern

3 NS Providing & Fixing white glazed vitreous china urinal partitions of

approved make including rawl plugs, screws or any other approved

device for fixing arrangements, making holes in walls, floors & Nos. 10.00 1929.55 19295.47

4 17.7 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 require:

17.7.4 White Vitreous China Flat back wash basin size 550x400 mm with

single 15 mm C.P. brass pillar tap

5 17.22.A Providing and fixing CP Brass 32mm size Bottle Trap of approved

quality & make and as per the direction of Engineer-in-charge.

6 17.16.A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto

1 metre long with S.S. triangular plate to Eureopean type W.C. of

quality and make as approved by Engineer - in - charge. Nos. 29.00 376.81 10927.57

7 17.22.B Providing and fixing CP Brass Single lever telephonic wall mixer of

quality & make as approved by Engineer in charge.

8 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

9 17.73 Providing and fixing PTMT towel rail complete with brackets fixed

to wooden cleats with CP brass screws with concealed fittings

arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm

and effective height of 88 mm, weighing not less than 190 gms. Nos. 29.00 625.11 18128.06

10 17.34 Providing and fixing toilet paper holder :

11 NS Providing and fixing CP brass twin coat hook. No. 29.00 1047.20 30368.80

12 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,

125 mm high and 112 mm distance from wall of standard shape

with bracket of the same materials with snap fittings of approved Nos. 2.00 203.86 407.72

quality and colour, weighing not less than 105 gms.

13 18.50 Providing and fixing C.P. brass long nose bib cock of approved

quality conforming to IS standards and weighing not less than 810

14 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard

design and of approved make conforming to IS:8931.

Providing and fixing C.P. brass angle valve for basin mixer and

15 18.53 geyser points of approved quality conforming to IS:8931

Providing and fixing 600x450 mm beveled edge mirror of superior

glass (of approved quality) complete with 6 mm thick hard board

16 17.31 ground fixed to wooden cleats with C.P. brass screws and washers Nos. 26.00 1209.62 31450.18

Providing and fixing complete set of sanitary fixtures for

handicapped toilets, make of Cera "Crane" / Hindware Cat. no.

70002) / or approved equivalent comprising of EWC - P, Cistern,

Seat Cover, Twin Flush Fittings, Wash Basin 450x300, Half

17 NS pedestal, 1 faucet with spatula lever, 1 hinged rail and 2 grab bars, Nos. 4.00 34454.97 137819.90

including cutting and making good the walls and floors wherever

required complete as per directions of Engineer in charge.

Providing and fixing uplasticised PVC connection pipe with brass

18 18.21 unions :

18.21.1 30 cm length

Providing and fixing PTMT Soap Dish Holder having length of 138

mm, breadth 102 mm, height of 75 mm

19 18.65 with concealed fittings arrangements, weighing not less than 106 Nos 44.00 166.07 7307.24

B. SUB HEAD - II : COLD / HOT / FLUSHING WATER

SUPPLY (INTERNAL / EXTERNAL):

20 18.7 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

18.7.3 25 mm nominal outer dia Pipes RM 350.00 319.73 111904.24

21 18.7.4 32 mm nominal outer dia Pipes RM 150.00 427.46 64118.88

22 18.7.5 40 mm nominal outer dia Pipes RM 60.00 570.09 34205.47

23 18.7.6 50 mm nominal outer dia Pipes RM 150.00 811.23 121684.08

24 NS 63 mm nominal outer dia Pipes RM 180.00 1098.72 197769.60

25 NS 62.5 mm nominal outer dia Pipes RM 70.00 1098.72 76910.40

26 NS 75 mm nominal outer dia Pipes RM 100.00 1355.20 135520.00

27 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, i/c fixing the pipe with

clamps at 1.00 m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and the cost of cutting chases

and making good the same including testing of joints complete as

per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the

30 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply including all

CPVC plain & brass threaded fittings This includes jointing of

pipes & fittings with one step CPVC solvent cement, trenching,

refilling & testing of joints complete as per direction of Engineer in

18.9.3 25 mm nominal outer dia Pipes RM 20.00 283.42 5668.32

31 18.9.4 32 mm nominal outer dia Pipes RM 20.00 370.53 7410.59

32 18.9.5 40 mm nominal outer dia Pipes RM 10.00 474.94 4749.36

33 18.9.6 50 mm nominal outer dia Pipes RM 10.00 716.13 7161.28

34 18.9.7 62.50 mm nominal outer dia Pipes RM 130.00 1599.74 207966.30

35 18.9.8 75 mm nominal outer dia Pipes RM 100.00 1776.17 177617.44

36 18.9.9 100 mm nominal outer dia Pipes RM 10.00 2392.92 23929.25

37 NS 63 mm nominal outer dia Pipes RM 10.00 1005.76 10057.60

38 Supplying, laying/ fixing, testing and commissioning of following of

duly insulated with following closed cell elastometric nitrile

rubber of minimum 45 Kg / cu m density, thermal conductivity

0.037 W/MK or better at 20 deg mean temperature class ‘O’

insulation applied by suitable rubber based adhesive complete and

as per specifications and as required complete in all respect.

NS 20 mm dia (19 mm thick nitrile rubber insulation) RM 100.00 92.96 9296.00

39 NS 25 mm dia (19 mm thick nitrile rubber insulation) RM 120.00 99.69 11962.94

40 NS 32 mm dia (19 mm thick nitrile rubber insulation) RM 50.00 109.76 5488.00

41 NS 40 mm dia (19 mm thick nitrile rubber insulation) RM 50.00 120.96 6048.00

42 NS 50 mm dia (19 mm thick nitrile rubber insulation) RM 70.00 138.88 9721.60

43 NS 65 mm dia (19 mm thick nitrile rubber insulation) RM 10.00 142.24 1422.40

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

approved quality (screwed end) :

Providing and fixing Butterfly valve (upto 150mm dia with band

lever operation & above with gear box operation) with SS-304 disc.

51 NS Tested to a pressure not less than 15 Kg/sq.cm including rubber

gaskets, flanges, nuts, bolts, washers & painting complete as

52 NS Providing & fixing Auto Air vent for cold / hot water supply risers,

suitable for pressure not less than 15 Kg/Sq.cm.

53 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work

in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,

with C.I. surface box 100mm top diameter, 160 mm bottom

diameter and 180 mm deep ( inside) with chained lid and RCC top

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size ) , i/c necessary excavation, foundation

concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate

40 mm nominal size) and inside plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12 mm thick, finished with a floating

coat of neat cement complete as per standard design :

18.33.1 With common burnt clay F.P.S.(non modular) bricks of class

C. SUB HEAD - III : INTERNAL DRAINAGE (SOIL, WASTE &

54 NS Providing, jointing, testing and fixing UPVC Soil, Waste & Vent

system conforming to IS : 13592 Type B and UPVC fittings

(moulded as well as fabricated) like bends, tees, Y-tees, crosses,

boss connections, access pieces, saddle pieces, cleanouts, adaptors

for connections to other materials, plugs, reducers, cowls, offset and

other specials, jointing done with solvent cement for fittings and

specials, fixing inside sunken slab / suspended below RCC slab for

concealed soil and waste lines, making proper connection and also

pipes may be laid / fixed in sunken floors, under hung from ceiling.

The pipes laid in sunken floor shall be supported with cement

concrete (1:2:4) blocks and under hung lines shall be supported

from slab with universal clamps. The installation shall be complete

in all respects including cutting chases / holes in walls, slabs and

making good the same as per specifications. (All GI pipe supports to

hold the pipes is included in this item).

56 NS Providing, jointing, testing and fixing UPVC Soil, Waste & Vent

system conforming to IS : 13592 Type B and UPVC fittings

(moulded as well as fabricated) like bends, tees, Y-tees, crosses,

boss connections, access pieces, saddle pieces, cleanouts, adaptors

for connections to other materials, plugs, reducers, cowls, offset and

other specials, jointing done with solvent cement for fittings and

specials, fixing at wall / ceiling level supported by galvanized steel

slotted rails, threaded rods, clamps, hangers etc., making proper

connection etc for duct and ceiling suspended soil and waste lines.

The installation shall be complete in all respects including cutting

chases / holes in walls, slabs and making good the same as per

specifications. (All major MS / GI supports to hold the stack is

included in this item).

59 NS Providing, fixing, jointing, testing and commissioning UPVC (Class

III) Rain water downtake pipe conforming to IS:4985 cut to

required lengths including all necessary fittings and specials.UPVC

fittings (moulded as well as fabricated) like bends, tees, Y-tees,

crosses, boss connections, access pieces, saddle pieces, cleanouts,

adaptors for connections to other materials, plugs, reducers, cowls,

offsets and other specials. Fixing at wall/ceiling level supported by

galvanized steel slotted rails, threaded rods, clamps, hangers etc.

Making proper connection with cement solvent joint as per BIS /

manufacturer. Cutting, chases / holes in floors / walls / slab and

making good wherever required. (All major MS / GI supports to

hold the stack is included in this item).

NS 110 mm dia. 6 kg/cm2 (Class III ) RM 80.00 1136.80 90944.00

62 NS Providing, fixing, jointing and testing UPVC soil, waste, vent

pipework comprising UPVC pipe conforming to IS :4985-1983 of

class 3 ( 6kg/cm2) as specified below and fittings (moulded as well

as fabricated) like elbows, bends, reducers, threaded tail pieces,

caps, suitable elbow with suitable extension piece for drain point

and other specials jointing with cement solvent, chasing, cutting

and making good the walls & floors pipes laid in floors shall be

encased with 40 mm thick concrete all around, complete in all

respects including testing of complete installation for cocealed drain

lines. (All major MS / GI supports to hold is included in this item)