Construction of Edathavalams at Maniyankode and Sukhapuram (PACKAGE-II) for annual pilgrimage, Kerala

Sample BOQ Quoting Sheet

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 /

3 2.26.1 banking excavated or stacked materials. Cum 293.18 0.00

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

5 5.33.1 excluding the cost of centering, shuttering, finishing and Cum 389.47 0.00

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. 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

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

ITEM UNIT QUANTITY RATE AMOUNT

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)

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

9 5.22.6 cutting, bending, placing in position and binding all complete Kg 118196.80 0.00

above plinth level.Thermo-Mechanically Treated bars of grade Fe-

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 0.00

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 0.00

11 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 2429.14 0.00

12 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 838.13 0.00

13 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 150.00 0.00

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

16 13.1.1 12mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) Sqm 6875.04 0.00

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

cement : 4 fine sand):

18 13.29.4 Moulded Band RM 870.00 0.00

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 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

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 grey cement slurry @ 3.3 kg/ sq.m including

pointing the joints with white cement and matching pigments etc.,

ITEM UNIT QUANTITY RATE AMOUNT

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

bed of cement mortar 1:3 (1 Cement : 3 Coarse sand), jointing

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

joints with white cement and matching pigments etc., 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(1cement : 4 coarse sand), including grouting

the joints with white cement and matching pigments etc.,

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

23 8.12 sand) laid and jointed with cement slurry and pointing with white Sqm 412.75 0.00

cement slurry admixed with pigment of matching shade including

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

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, including applying additional coats wherever

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 @

Finishing walls with Acrylic Smooth exterior paint of required

27 13.46.1 shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm Sqm 300.00 0.00

over and including priming coat of exterior primer applied @ 2.20

Providing and fixing panelling or panelling and glazing in

panelled or panelled and glazed shutters for doors, windows and

28 9.7.1 clerestory windows (Area of opening for panel inserts excluding Sqm 66.00 0.00

portion inside grooves or rebates to be measured), Panelling for

panelled or panelled and glazed shutters 25mm to 40mm thick:

Providing wood work in frames of doors, windows, clerestory

windows and other frames, wrought framed and fixed in position

29 9.1.1 with hold fast lugs or with dash fasteners of required dia & length Cum 2.10 0.00

(hold fast lugs or dash fastener shall be paid for separately).

Second class teak wood

ITEM UNIT QUANTITY RATE AMOUNT

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 wood

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

both faces of shutters. 35 mm thick including ISI marked Stainless

Steel butt hinges with necessary screws.

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

32 9.23 mm minimum depth on all edges of flush door shutters (over all Sqm 138.24 0.00

area of door shutter to be measured).

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

33 9.48 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 0.00

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

cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal

Providing and fixing aluminium sliding door bolts, ISI marked

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

9.96 1868), transparent or dyed to required colour or shade, with nuts

and screws etc. complete :

Providing and fixing aluminium extruded section body tubular

type universal hydraulic door closer (having brand logo with ISI,

37 9.84 IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg each 67.00 0.00

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

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

transparent or dyed to required colour or shade, with necessary

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.

42 9.101.2 Twin rubber stopper each 134.00 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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

43 21.1.1.1 mechanically wherever required including cleat angle, Aluminium Kg 252.18 0.00

snap beading for glazing / panelling, C.P. brass/ stainless steel

screws, all completeas per the architectural drawings and the

direction of 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

aluminium (Anodised transperant 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 /

45 21.3.1 neoprene gasket etc complete as per the architectural drawings Sq.m 56.04 0.00

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

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

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.

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

47 10.28 complete, i/c fixing the railing with necessary accessories & Kg 1500.00 0.00

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

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,

48 10.16.1 including welding and bolted with special shaped washers etc. Kg 55819.13 0.00

complete. Hot finished welded type tubes. loading and unloading,

transportation, 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 lead and lift, etc., complete as per design and instruction of

ITEM UNIT QUANTITY RATE AMOUNT

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

mm nominal thickness and of approved size and as per approved

50 12.48 pattern on steel frame work complete., loading and unloading, Sqm 1786.86 0.00

transportation, all lead and lift, etc., complete.

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

51 12.49 of 20 mm thickness and of approved pattern on steel frame work Metre 119.30 0.00

complete (steel frame work to be paid separately ).

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

53 MR the cost of all material and labour, installation, transportation, etc., Rm 250.00 0.00

complete ass per drawing and instruction of engineer in charge.

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.

54 9.119 square tube of 19 gauge, EPDM rubber gasket weather seal to be Rm 136.80 0.00

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 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

55 9.120 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 &

9.120.1 30 mm thick plain PVC door shutters Sqm 37.80 0.00

ITEM UNIT QUANTITY RATE AMOUNT

Painting with synthetic enamel paint of approved brand and

56 13.61.1 give an even shade : Two or more coats on new work Sqm 2238.00 0.00

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

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 Cum 430.80 0.00

earth to be levelled and neatly dressed.

All kinds of soil

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

2 2.26.1 banking excavated or stacked materials. Cum 107.70 0.00

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 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

5 5.33.1 reinforcement, including admixtures in recommended proportions Cum 178.32 0.00

as per IS: 9103 to accelerate, retard setting of concrete, improve

workability without impairing strength and durability as per

direction of Engineer-in-charge. upto Plinth level

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

6 5.22.6 cutting, bending, placing in position and binding all complete upto Kg 36976.98 0.00

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

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 0.00

Centering and shuttering including strutting, etc. and removal of

ITEM UNIT QUANTITY RATE AMOUNT

Centering and shuttering including strutting, etc. and removal of

8 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sqm 1471.321 0.00

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):

13 13.29.4 Moulded Band RM 500.00 0.00

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 0.00

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

16 12.48 mm nominal thickness and of approved size and as per approved Sqm 91.441 0.00

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 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

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 super structure up to floor two level

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

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

1 2.3 layer 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 :

1.1 2.3.1 All kinds of soil Cum 1095.00 0.00

Preparation and consolidation of sub grade with power road roller

of 8 to 12 tonne capacity after excavating earth to an average of

2 16.1 22.5 cm depth, dressing to camber and consolidating with road Sqm 3650.00 0.00

roller including making good the undulations etc. and re-rolling

the sub grade and disposal of surplus earth with lead upto 50

ITEM UNIT QUANTITY RATE AMOUNT

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

3 16.78 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-

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

mm) having CBR Value-30

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

4 16.79 at OMC in for all leads & lifts, laying in uniform layers with cum 730.00 0.00

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

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 50mm thick compacted bed of coarse sand, filling the

joints with fine sand etc. all complete as per the direction of

Providing and laying Bituminous Macadamon prepared surface

with specified graded crushed stone aggreegate for profile

corrective base / binder course including loading of aggregate

with F.E. loader, hot mixing of stone aggregates and bitumen in

hot mix plant, transporting the mixed materials by tippers to paver

and laying the mixed material with paver finisher fitted with

electronic sensing device to the reqired level and grade and rolling

with raod rollers, as per MORTH specification to achieve the

50mm / 75mm average compacted thickness with bitumen of

60/70 grade @ 3.5% (Percentage by weight of total mix)

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 with hot straight run bitumen, including consolidation

with road roller of 6 to 9 tonne capacity etc. complete (tack coat to

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

solvent at the rate of 70 grams per kg of asphalt.

Providing and applying tack coat using bitumen emulsion

8 conforming to IS:8887, using emulsion pressure distributer

including prepareing the surface & cleaning with mechanical

51.16.31. On W.B.M/ [email protected] Kg / sqm.

51.16.31. On Bitumenous Surface @0.25 Kg / sqm. For BM surface

WATER TANK, OHT & UG SUMP

ITEM UNIT QUANTITY RATE AMOUNT

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 Cum 238.29 0.00

earth 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

3 2.26.1 / banking excavated or stacked materials. Cum 119.145 0.00

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 impairing strength and durability as per

direction ofEngineer - in-charge. Note:- Cement content

considered in this item is @ 330 kg/ cum. Excess or lesscement

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

Excess/less cement over the specified cement content used is

6 5.34.1 payable/ recoverable separately. Cum 64.204 0.00

Providing M-30 grade concrete instead of M-25 grade

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

Centering and shuttering including strutting, etc. and removal of

7 5.9.2 form for:Walls (any thickness) includingattached pilasters, Sqm 284.582 0.00

butteresses, plinth and string courses etc.

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,

9 5.22.6 cutting, bending, placing in position andbinding all complete upto Kg 7800 0.00

plinth levelThermo - Mechanically Treated bars of grade Fe-500D

10 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) Sqm 198.83 0.00

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

excavated earth, lead up to 50 m and lift up to 1.5 m, disposed

earth 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

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)

ITEM UNIT QUANTITY RATE AMOUNT

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

6 5.34.1 payable/ recoverable separately. Cum 53.10 0.00

Providing M-30 grade concrete instead of M-25 grade

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

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 0.00

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

9 5.22.6 cutting, bending, placing in position and binding all complete Kg 8400.00 0.00

above plinth level.Thermo-Mechanically Treated bars of grade Fe-

10 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sqm 259.20 0.00

Earth work Excavation below ground level for all kinds of work

in all types of soil soft rock as classified in specification for a

depth up-to 1.5mtr. including removal of vegetation, shrubs

and debris, cutting and dressing of sides in slops, leveling,

grading and ramming of bottoms, de-watering of accumulated

water from any source and keeping the surface dry till the

completion of subsequent works and disposal from site

;including providing temporary supports to existing service -

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

2 2.26 excavation /

banking excavated or stacked materials.

2.26.1 All kinds of soil Cum 31.81 0.00

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

5 5.33.1 excluding the cost of centering, shuttering, finishing and Cum 30.00 0.00

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

ITEM UNIT QUANTITY RATE AMOUNT

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

7 5.34.1 payable/ recoverable separately. Cum 42.86 0.00

Providing M-30 grade concrete instead of M-25 grade

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

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.

9 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 41.71 0.00

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

10 5.22.6 cutting, bending, placing in position and binding all complete Kg 570.00 0.00

above plinth level.Thermo-Mechanically Treated bars of grade Fe-

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

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

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

13 19.32.2 mm diameter, 1.8 m long complete as per standard design. Each 66.78 0.00

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

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 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

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

Centering and shuttering including strutting, etc. and removal of

3 5.9.2 form for:Walls (any thickness) including attached pilasters, Sqm 51.98 0.00

butteresses, plinth and string courses etc.

Centering and shuttering including strutting, etc. and removal of

4 5.9.3 form for:Suspended floors, roofs, Sqm 17.42 0.00

landings, balconies and access platform

ITEM UNIT QUANTITY RATE AMOUNT

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

5 5.226 cutting, bending, placing in position andbinding all complete upto Kg 1750.00 0.00

plinth levelThermo - 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 0.00

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 0.00

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 / relevant I.S.

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

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.

ITEM UNIT QUANTITY RATE AMOUNT

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

sheets comprising of following for MAIN PANEL.

1 No.- 250A 4P 35KA MCCB with manual closing mechanism with

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

position of breaker.

3 Nos.- 250/5A Class P5 T5, 10 VA for power factor sencing

indicating lamp, meter, control circuit etc.

GENERATOR INCOMER

1 No.- 250A 4P 35KA MCCB with manual closing mechanism with

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

with inbuilt selectors to indicate the following

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

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

position of breaker.

ITEM UNIT QUANTITY RATE AMOUNT

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

handle, fitted with over current and short circuit protection.

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

handle, fitted with over current and short circuit protection.

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

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.

MAIN PANEL Set 1.00 0.00

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

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.

ITEM UNIT QUANTITY RATE AMOUNT

1 - Digital type flush mounting meter with inbuilt selector to

following parameters suitable for operation with 5A CT

Current, Voltage, Frequency

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

having specific duty contactor with necessary bi-metal relays

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

having specific duty contactor with necessary bi-metal relays

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

having specific duty contactor with necessary bi-metal relays

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

ITEM UNIT QUANTITY RATE AMOUNT

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

having specific duty contactor with necessary bi-metal relays

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

having specific duty contactor with necessary bi-metal relays

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

having specific duty contactor with necessary bi-metal relays

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

having specific duty contactor with necessary bi-metal relays

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

ITEM UNIT QUANTITY RATE AMOUNT

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.

APFCR Panel Set 1.00 0.00

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.

The above panel shall be fabricated as per IS and complete with

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

capacitor banks

duly taped or sleeved wirings providing 2 Nos.earth bus with 25 x 6mm

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

to Architects in conformity with the Local Electrical Inspectorate

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

noncompartmental

and intercompartment shrouds, terminal extensions for receiving cable,

for terminals etc. The aggregated capacity of each of the bank shall be

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

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. FR 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 PVC insulated FR copper conductor

1.10.3 a) Group C Point 122 0.00

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

1.55.3 a) Group C Point 177 0.00

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

insulated copper conductor single core cable in surface / recessed

medium class pvc conduit, two way modular switch, modular Point 3 0.00

plate ,suitable GI box, and earthing the point with 1.5sqmm FR

PVC insulated copper conductor single core cable etc as

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)

1.14.2 (a) 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire RM 1568 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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

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.

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 1 No 3 pin 5/6 amps modular socket outlet and 1 No

5/6 amps modular type switch, connections, earthig,painting etc

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

12 NS exhaust fan, metal body, i/c making the hole to suit the size of the Each 7.00 0.00

above fan, making good the damages connections etc as required.

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 wiring the down rod of standard length(

upto 75cm) with 1.5sq.mm FR PVC insulated, copper conductor

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

14 NS Light fitting with all other accessoriess i/c connections with 1.5 Each 16.00 0.00

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

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 cable etc as required.

Supply, Installation, testing and commissioning of 18W LED

16 NS Wall Light fitting with all other accessoriess i/c connections with Each 28.00 0.00

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

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

single core cable etc as required.

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 copper conductor single core cable etc as required.

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 copper conductor single core cable etc as required.

CABLE TERMINATION & CABLE TRAY

Supplying and making end termination with brass compression

21 9.1 gland and aluminium lugs for following size of PVC insulated and

PVC sheathed XLPE armoured power cable of 1.1 KV grade as

ITEM UNIT QUANTITY RATE AMOUNT

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

NS 150 mm width X 50 mm depth X 1.6 mm thickness RM 41 0.00

NS 300 mm width X 50 mm depth X 1.6 mm thickness RM 85 0.00

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

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

NS 150 mm width X 50 mm depth X 1.6 mm thickness Each 5 0.00

NS 300 mm width X 50 mm depth X 1.6 mm thickness Each 12 0.00

Supplying and fixing cable identification tags made out of round

24 NS aluminium plates of thickness not less than 3mm and tying with Each 30 0.00

cable with appropriate intravels for cable emenating from

DISTRIBUTION BOARD, LIFT & ALLIED WORKS, ELV

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

25 10KA " C " Curve in the existing MCB DB complete with connections,

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.

2.10.1 Single pole Nos 87 0.00

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

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

and commissioning etc. as required

Supplying and fixing following way, horizontal type three pole

and neutral, sheet steel, MCB distribution board, 415 V, on

28 2.4 surface/ recess, complete with tinned copper bus bar, neutral bus

bar, earth bar, din bar, interconnections, powder painted including

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

NS 4 way (4 + 12), Double door Each 1 0.00

NS 8 way (4 + 24), Double door Each 1 0.00

NS 12 way (4 + 36), Double door Each 1 0.00

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

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

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

NS 4 way ( 4 + 12), Double door Each 1 0.00

NS 8 way ( 4 + 24), Double door Each 1 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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

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

and commissioning etc. as required

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

31 10KA " C " Curve in the existing MCB DB complete with connections,

testing and commissioning etc. as required

NS 63 A Each 4 0.00

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

electrical grade conduit withall standard accessories for lift shaft

31 NS lights & 6/16A 3pin sockets in the lift shaft as surface conduit RM 52 0.00

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

32 NS socket MODULAR type to an 16g MS enclosure with 3mm thick Nos 6 0.00

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

Supply & fixing Bulk head fittings with metal guard complete

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

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

39 plate having locking arrangement and watering pipe of 2.7 metre long

etc.with charcoal/coke and salt as required.

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

recess for connections etc. as required.

Supply and drawing bare earthing conductors of the following Metre

41 90.16.1.4 sizes along with wiring/ cables and giving connection as required 29 0.00

4.00 mm copper conductor ( 8 SWG)

42 NS Design, manufacture, transportation, installation testing and

commissioning of 180 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

pads, silencers with thermal insulation, with Electonic Governer and

Engine control panel suitable for Syncronous operation and the entire

authorites includes the following transport, insurance, handling, safe

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

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 0.00

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

from earth electrode as required Metre

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

from earth electrode as required Metre

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

for connections etc. as required. Metre

Supply and laying of necessary control cabling from generator engine

45 NS panel to generator control panel with suitable gland, crimping sockets

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

a) NS 16C x 2.5 Sqmm armoured copper cable. Metre 24 0.00

b) NS 4C x 4 Sqmm armoured copper cable. Metre 24 0.00

c) NS 4C x 2.5 Sqmm armoured copper cable. Metre 24 0.00

ITEM UNIT QUANTITY RATE AMOUNT

Supplying and fixing of MS Self Supporting structure made of MS

Channels and MS angles on existing CC foundation for supporting the

46 NS exhaust piping of the DG Set including painting with zinc chromite

primer and aluminium/ synthetic enamel paint etc as required.

47 MISCELLANEOUS

Providing and fixing the following electrical accessories

confirming to relevant IS specification

b NS LT Mat of size (6mm thick of size 2M X 1 M) Nos. 4 0.00

c NS Fire Extinguishers, Dry Chemical type 5Kg Nos. 2 0.00

d NS 3 nos Fire Buckets with stand and sand filled Set 1 0.00

e NS First Aid box Nos. 1 0.00

f NS First aid chart(in Malayalam,Hindi & English) Nos. 1 0.00

h NS Portable rechargeable emergency led light Nos. 1 0.00

i NS Earth discharge rod No. 1 0.00

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 &

17.3 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

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid Nos. 15 0.00

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,

17.5 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 :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing Nos. 20 0.00

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,

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 single 15 mm C.P. brass pillar tap

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

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

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

17.16.A upto 1 metre long with S.S. triangular plate to Eureopean type Nos. 17 0.00

W.C. of quality and make as approved by Engineer - in - charge.

7 Providing and fixing CP Brass Single lever telephonic wall mixer

of quality & make as approved by Engineer in charge.

(a) 15 mm nominal dia Nos. 8 0.00

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

18.22.1 100 mm diameter No. 8 0.00

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

10 17.34 Providing and fixing toilet paper holder :

11 NS Providing and fixing CP brass twin coat hook. Nos. 15 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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

quality and colour, weighing not less than 105 gms.

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 0.00

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 0.00

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

geyser points of approved quality conforming to IS:8931

18.53.1 15mm nominal bore Nos. 31 0.00

Providing and fixing 600x450 mm beveled edge mirror of

16 17.31 superior glass (of approved quality) complete with 6 mm thick Nos. 17 0.00

hard board ground fixed to wooden cleats with C.P. brass screws

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,

17 NS Seat Cover, Twin Flush Fittings, Wash Basin 450x300, Half Nos. 3 0.00

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

including cutting and making good the walls and floors wherever

required complete as per directions of Engineer in charge.

18 18.21 Providing and fixing uplasticised PVC connection pipe with brass

18.21.1 30 cm length

18.21.1.1 15 mm nominal bore Each 32 0.00

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

Internal work - Exposed on wall

18.7.3 25 mm nominal outer dia Pipes RM 230.00 0.00

2 18.7.4 32 mm nominal outer dia Pipes RM 150.00 0.00

3 18.7.5 40 mm nominal outer dia Pipes RM 70.00 0.00

4 18.7.6 50 mm nominal outer dia Pipes RM 100.00 0.00

5 NS 63 mm nominal outer dia Pipes RM 200 0.00

6 NS 62.50 mm nominal inner dia Pipes RM 50 0.00

7 NS 75 mm nominal inner dia Pipes RM 10 0.00

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

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

18.9.3 25 mm nominal outer dia Pipes RM 20.00 0.00

12 18.9.4 32 mm nominal outer dia Pipes RM 10.00 0.00

13 18.9.5 40 mm nominal outer dia Pipes RM 10.00 0.00

14 18.9.6 50 mm nominal outer dia Pipes RM 10.00 0.00

15 18.9.7 62.50 mm nominal inner dia Pipes RM 250 0.00

ITEM UNIT QUANTITY RATE AMOUNT

16 18.9.8 75 mm nominal inner dia Pipes RM 10 0.00

17 18.9.9 100 mm nominal inner dia Pipes RM 10 0.00

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 5 0.00

19 NS 25 mm dia (19 mm thick nitrile rubber insulation) RM 5 0.00

20 NS 32 mm dia (19 mm thick nitrile rubber insulation) RM 10 0.00

21 NS 40 mm dia (19 mm thick nitrile rubber insulation) RM 50 0.00

22 NS 50 mm dia (19 mm thick nitrile rubber insulation) RM 50 0.00

23 NS 65 mm dia (19 mm thick nitrile rubber insulation) RM 10 0.00

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

approved quality (screwed end) :

18.17.1 25 mm nominal bore Nos. 15 0.00

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

100 mm dia Nos. 1 0.00

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,

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

designation 7.5

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

NS 75 mm dia Type B RM 50.00 0.00

2 NS 110 mm dia Type B RM 110.00 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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. 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

NS 75 mm dia Type B RM 25.00 0.00

4 NS 110 mm dia Type B RM 100.00 0.00

5 NS 160 mm dia Type B RM 160.00 0.00

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

NS 110 mm dia. 6 kg/cm2 (Class III ) RM 50.00 0.00

7 NS 160 mm dia. 6 kg/cm2 (Class III ) RM 50.00 0.00

8 NS 200 mm dia. 6 kg/cm2 (Class III ) RM 10.00 0.00

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

NS 40 mm dia 6 kg/cm2 (Class III ) RM 10.00 0.00

10 NS 50 mm dia 6 kg/cm2 (Class III ) RM 55.00 0.00

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

NS 75 mm dia 10 kg/cm2 RM 30.00 0.00

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

100 mm inlet and 75 mm outlet. Nos. 46.00 0.00

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

Size 100 mm X 100 mm Nos. 46.00 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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.

19.1.1 110 mm dia 6 kg/cm2 (Class III ) RM 100.00 0.00

2 19.1.2 160 mm dia 6 kg/cm2 (Class III ) RM 200.00 0.00

3 19.1.3 200 mm dia 6 kg/cm2 (Class III ) RM 10.00 0.00

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 Soil & Waste pipes including bed concrete as per

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

designation 7.5

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

cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1

cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20

mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4

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

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

designation 7.5

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

designation 7.5

9 19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

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

designation 7.5 Metre 3.00

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

designation 7.5

ITEM UNIT QUANTITY RATE AMOUNT

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

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.,

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

graded 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

designation 7.5

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

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

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

mm plus dia of pipe).

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

mm plus dia of pipe).

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

mm plus dia of pipe).

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

mm plus dia of pipe).

Providing, testing & commissioning of dial type pressure gauge

5 with pressure scale of 0 to 15 kg / cm2. Provision of isolation Nos. 4.00 0.00

cock suitable for pressure of 15 kg / cum2 shall be included in

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 0.00

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 0.00

Capacity : 3.9 Litres / sec

Head : 8-22 Mtrs

ITEM UNIT QUANTITY RATE AMOUNT

Type of Pump : Horizonal Centrifugal pump

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

FIRE FIGHTING SYSTEM

1 NS TERRACE PUMP

NS 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 Nos. 1.00 0.00

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

NS Supply, installation, testing and commissioning of motor control

panel for the Terrace pump for fire fighting including all Set 1.00 0.00

neccesssary control wiring with indication lamps and meters.

3 NS POWER CABLE

NS 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

NS 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

NS Supply, installation, testing and commissioning of pressure gauge

with 0 to 12kg range 4" dia.

NS 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

NS 100mm dia Mtrs 69.00 0.00

7 NS 80mm dia Mtrs 3.00 0.00

Make: Tata/Zindal

8 NS BUTTERFLY VALVE

NS 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

NS 100mm dia Nos. 3.00 0.00

Make : Intervalve/Karthar/Advance

9 NON RETURN VALVE

NS Supply, installation, testing and commissioning of slim seal type

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

rubber gaskets complete.

NS 100mm dia Nos. 1.00 0.00

Make : Intervalve/Karthar/Advance

10 NS HYDRANT VALVE

NS Supply, erection, testing and commissioning of single headed

Hydrant valve stainless steel with ISI mark as per the IS Nos. 4.00 0.00

specification fitted to 80mm dia pipe.

Make: Arihant/Newage/Essel

11 NS HOSE REEL SET

ITEM UNIT QUANTITY RATE AMOUNT

NS 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 0.00

(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 Nos. 4.00 0.00

and 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 0.00

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

Make: CRC/Newage

14 NS BRANCH PIPE

NS 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

NS 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

NS 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 .

NS 25mm dia Nos. 4.00 0.00

Make: Zoloto/Sant/Keeto

17 NS AIR RELEASE VALVE

NS 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

pressurized by Nitrogen Gas. The Extinguisher shall have

pressure 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

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

ITEM UNIT QUANTITY RATE AMOUNT

Supply, installation, testing and commissioning of manual call

points break glass type with hammer & chain

NS Supply, installation, testing and commissioning of audio alarm Nos. 4.00 0.00

3 NS FIRE ALARM PANEL

Supply, installation, testing and commissioning of Control Panel

NS of 8 Zone complete with charger, rectifier, alarm display with all Nos. 1.00 0.00

other necessary attachments

Make : Ravel/ Aswin/Agni

NS Supply ,Installation, testing and commissioning of 1 Sq.mm cable Mtrs 540.00 0.00

Make :Finolex /Havells/RR

Supply ,Installation, testing and commissioning of 20mm PVC

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 NS Supply & erection of Assembly Point sign board 16" x 16" No 1.00 0.00

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

plastic laminated

10 NS INITIAL FIRE NOC

Preparatiion of fire fighting sytem drawing as per new fire rules,

NS conducting fire firce inspection and obtaining Initial NOC from Job 1.00 0.00

Fire Froce Department

11 NS FINAL FIRE NOC

Preparatiion of fire fighting sytem drawing as per new fire rules,

NS conducting fire firce inspection and obtaining Final NOC from Job 1.00 0.00

Fire Froce Department

SUKHAPURAM SUB TOTAL - (A ) 0.00

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

1 20.2.4 temporary casing of appropriate length for setting out and removal Metre 880.00 0.00

of same and the length of the pile to be embedded in the pile cap

etc. all complete, including removal of excavated earth with all

lifts and leads (Length of pile for payment shall be measured upto

bottom of pile cap).

500 mm dia piles

Providing and laying in position machine batched and machine

mixed design mix M-30 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

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

3 5.22.6 cutting, bending, placing in position and binding all complete upto Kg 12936.00 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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

excavated earth, lead up to 50 m and lift up to 1.5 m, disposed

earth 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

5 20.6.3.1 test etc. complete as per specification & the direction of engineer - 1.00 0.00

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

6 20.6.1.2 test etc. complete as per specification & the direction of engineer - 1.00 0.00

Single pile upto 50 tonne capacity

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

7 NS labour and material, transportation, loading Sqm 276.96 0.00

Providing and laying in position cement concrete of specified

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

8 4.1.8 to plinth level: Cum 34.62 0.00

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 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 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 plinth level.

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 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

Centering and Shuttering 0.00

Centering and shuttering including strutting, propping etc. and

removal of form for :

ITEM UNIT QUANTITY RATE AMOUNT

13 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 375.78 0.00

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

15 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 1083.10 0.00

16 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 1752.22 0.00

17 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 1013.07 0.00

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

of size 30x20x20cm or nearest available

18 50.6.1.5 size confirming to IS 2185 Part I of 1979 for super structure up to Cum 284.58 0.00

floor two level 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 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 40x20x10 cm or nearest available

size confirming to IS 2185 part I of 1979 for super structure up to

floor two level for 10 cm thick wall in :

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 0.00

6mm th Ceiling Plaster plaster of mix 1:3 (1 cement: 3 coarse

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

cement : 4 fine sand):

26 13.29.4 Moulded Band RM 250.00 0.00

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

bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing

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.,

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

admixed with pigment of matching shade including rubbing,

curing 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.

WATER PROOFING 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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 with water curing for 48 hours. The rate

includes preparation of surface, treatment and sealing of all joints,

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,

31 11.38 shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 Sqm 165.76 0.00

mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand),

including pointing the joints with white cement and matching

pigments etc., complete.

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 @

Finishing walls with Acrylic Smooth exterior paint of required

34 13.46.1 shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm Sqm 1161.18 0.00

over and including priming coat of exterior primer applied @ 2.20

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, including applying additional coats wherever

Providing wood work in frames of doors, windows, clerestory

windows and other frames, wrought framed and fixed in position

36 9.1.1 with hold fast lugs or with dash fasteners of required dia & length Cum 1.65 0.00

(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

37 9.5.1.1 hinges bright finished of required size with Sqm 28.80 0.00

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

38 9.7.1 portion inside grooves or rebates to be measured). Panelling for Sqm 28.80 0.00

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 panelled)

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

both faces of shutters. 35 mm thick including ISI marked Stainless

Steel butt hinges with necessary screws.

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

40 9.48 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 1072.50 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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

cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal

Providing and fixing aluminium extruded section body tubular

type universal hydraulic door closer (having brand logo with ISI,

42 9.84 IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg each 54.00 0.00

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

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

transparent or dyed to required colour or shade, with necessary

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

47 9.101.2 than grade AC 10 as per IS: 1868) transparent or dyed to required each 124.00 0.00

colour and shade, with necessary

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 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 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 specification & drawing.

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 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:

ITEM UNIT QUANTITY RATE AMOUNT

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 0.00

and screws etc. complete:

Providing and fixing Anodised aluminium work for windows,

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

52 21.1.1.1 top, bottom and sides with required EPDM rubber/ neoprene Sqm 299.03 0.00

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

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

53 21.1.1.2 smooth, rust free, straight, mitred and jointed mechanically Sqm 199.35 0.00

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 separately):

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

54 21.3.1 drawings and the directions of Engineer - Sq.m 66.45 0.00

in -Charge. ( Cost of aluminium snap beading shall be paid in

basic 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,

55 10.16.1 including welding and bolted with special shaped washers etc. Kg 71166.88 0.00

complete. Hot 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

56 10.28 complete, i/c fixing the railing with necessary accessories & Kg 1500.00 0.00

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

Painting with synthetic enamel paint of approved brand and

57 13.61.1 manufacture to give an even shade:Two or Sqm 2238.00 0.00

more coats on new work

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 lead and lift, etc., complete as per design and instruction of

ITEM UNIT QUANTITY RATE AMOUNT

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

mm nominal thickness and of approved size and as per approved

59 12.48 pattern on steel frame work complete., loading and unloading, Sqm 1310.89 0.00

transportation, all lead and lift, etc., complete

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

60 12.49 of 20 mm thickness and of approved pattern on steel frame work metre 160.00 0.00

complete (steel frame work to be paid separately ).

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

62 MR the cost of all material and labour, installation, transportation, etc., Rm 200.00 0.00

complete ass per drawing and instruction of engineer in charge.

MANIYANKODE VIRI SUB TOTAL - (B) 0.00

LOCATION 02- SABARIMALAMIDWAY SHELTER AT MANIYANCODE- ANNADHANAM

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

1 20.2.4 temporary casing of appropriate length for setting out and removal Metre 512.00 0.00

of same and the length of the pile to be embedded in the pile cap

etc. all complete, including removal of excavated earth with all

lifts and leads (Length of pile for payment shall be measured upto

bottom of pile cap).

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

3 20.6.1.1 test etc. complete as per specification & the direction of engineer - 1.00 0.00

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

4 20.6.1.2 test etc. complete as per specification & the direction of engineer - 1.00 0.00

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

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

excavated earth, lead up to 50 m and lift up to 1.5 m, disposed

earth to be levelled and neatly dressed.

All kinds of soil

ITEM UNIT QUANTITY RATE AMOUNT

Providing and laying in position machine batched and machine

mixed design mix M-30 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

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 Cum 526.05 0.00

watering, 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 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

11 5.34.1 payable/ recoverable separately. Cum 106.69 0.00

Providing M-30 grade concrete instead of M-25 grade

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

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

cutting, bending, placing in position and binding all complete

above plinth level.

Thermo - Mechanically Treated bars of grade Fe-500D or more

Centering and shuttering including strutting, propping etc. and

removal of form for :

13 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 235.49 0.00

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

Centering and shuttering including strutting, etc. and removal of

15 5.9.5 form for:Lintels, beams, plinth beams, Sqm 977.73 0.00

girders bressumers and cantilevers

Centering and shuttering including strutting, etc. and removal of

16 5.9.6 form for:Columns, Pillars, Piers, Sqm 419.08 0.00

Abutments, Posts and Struts

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

of size 30x20x20cm or nearest available

17 50.6.1.5 size confirming to IS 2185 Part I of 1979 for super structure up to Cum 194.70 0.00

floor two level 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

18 50.6.1.4 part I of 1979 for foundation and plinth with thickness 20cm and Cum 71.28 0.00

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

ITEM UNIT QUANTITY RATE AMOUNT

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

floor two level for 10 cm thick wall in :

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 0.00

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

cement : 4 fine sand):

24 13.29.4 Moulded Band RM 500.00 0.00

Providing and laying vitrified floor tiles in different sizes

(thickness to be specified by the manufacturer) with water

absorption less than 0.08% and conforming to IS: 15622, of

approved make, in all colours and shades, laid on 20mm thick

cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey

cement slurry @ 3.3 kg/ sqm including grouting the joints with

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,

26 11.38 shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 Sq.m 33.29 0.00

mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand),

jointing with grey cement slurry @ 3.3 kg/ sq.m including

pointing the joints with white cement and matching pigments etc.,

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

bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing

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

cement slurry admixed with pigment of matching shade including

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, including applying additional coats wherever

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 @

Finishing walls with Acrylic Smooth exterior paint of required

32 13.46.1 shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm Sqm 700.00 0.00

over and including priming coat of exterior primer applied @ 2.20

Painting with synthetic enamel paint of approved brand and

33 13.61.1 manufacture to give an even shade:Two or Sqm 2238.00 0.00

more coats on new work

ITEM UNIT QUANTITY RATE AMOUNT

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

both faces of shutters. 35 mm thick including ISI marked Stainless

Steel butt hinges with necessary screws.

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

35 9.48 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 634.95 0.00

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

cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal

Providing and fixing aluminium extruded section body tubular

type universal hydraulic door closer (having brand logo with ISI,

37 9.84 IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg each 14.00 0.00

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

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

transparent or dyed to required colour or shade, with necessary

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 0.00

Providing and fixing Anodised aluminium work for windows,

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

43 21.1.1.1 top, bottom and sides with required EPDM rubber/ neoprene Sqm 168.08 0.00

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

Providing and fixing aluminium ventilator shutters and partitions

etc. with EPDM rubber / neoprene gasket etc. complete as per the

architectural drawings and the directions of engineer-in-charge .

(Cost of aluminium snap beading shall be paid in basic item):With

float glass panes of 5.0 mm thickness (weight not less than

Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM

rubber / neoprene gasket etc. complete as per the architectural

45 21.3.1 drawings and the directions of Engineer - Sqm 37.35 0.00

in -Charge. ( Cost of aluminium snap beading shall be paid in

basic item):With float glass panes of 4.0

ITEM UNIT QUANTITY RATE AMOUNT

Providing wood work in frames of doors, windows, clerestory

windows and other frames, wrought framed and fixed in position

46 9.1.1 with hold fast lugs or with dash fasteners of required dia & length Cum 0.65 0.00

(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

47 9.96 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 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 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 specification & drawing.

Providing and fixing panelled or panelled and glazed shutters for

shutters for doors, windows and

clerestory windows, including ISI marked M.S. pressed butt

50 9.5.1.1 hinges bright finished of required size with Sqm 9.60 0.00

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 :

Second class teak wood

ITEM UNIT QUANTITY RATE AMOUNT

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

52 10.28 complete, i/c fixing the railing with necessary accessories & Kg 1500.00 0.00

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

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,

53 10.16.1 including welding and bolted with special shaped washers etc. Kg 57131.67 0.00

complete. Hot finished welded type tubes. loading and unloading,

transportation, all lead and lift, etc., complete

EXTERIOR WALL CLADDING: Providing and fixing laterite

54 NS exterior cladding including the cost of all materials and labour Sqm 425.25 0.00

charges, scaffolding etc. complete as per drawing and instruction

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 lead and lift, etc., complete as per design and instruction of

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

mm nominal thickness and of approved size and as per approved

56 12.48 pattern on steel frame work complete., loading and unloading, Sqm 950.00 0.00

transportation, all lead and lift, etc., complete

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

of 20 mm thickness and of approved

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

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

59 MR the cost of all material and labour, installation, transportation, etc., Rm 200.00 0.00

complete ass per drawing and instruction of engineer in charge.

Earth work Excavation below ground level for all kinds of work

in all types of soil soft rock as classified in specification for a

depth up-to 1.5mtr. including removal of vegetation, shrubs

and debris, cutting and dressing of sides in slops, leveling,

grading and ramming of bottoms, de-watering of accumulated

water from any source and keeping the surface dry till the

completion of subsequent works and disposal from site

;including providing temporary supports to existing service -

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

61 2.26.1 excavation / Cum 86.06 0.00

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)

ITEM UNIT QUANTITY RATE AMOUNT

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

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

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

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 0.00

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

68 5.22.6 cutting, bending, placing in position and binding all complete Kg 8400.00 0.00

above plinth level.Thermo-Mechanically Treated bars of grade Fe-

69 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) 259.20 0.00

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

70 5.33.2 reinforcement, including admixtures in recommended proportions Cum 5.64 0.00

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.

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

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

Centering and shuttering including strutting, etc. and removal of

72 5.9.2 form for:Walls (any thickness) including attached pilasters, Sqm 51.98 0.00

butteresses, plinth and string courses etc.

Centering and shuttering including strutting, etc. and removal of

73 5.9.3 form for:Suspended floors, roofs, Sqm 17.42 0.00

landings, balconies and access platform

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

74 5.226 cutting, bending, placing in position andbinding all complete upto Kg 1750.00 0.00

plinth levelThermo - Mechanically Treated bars of grade Fe-500D

75 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) Sqm 72.44 0.00

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

76 2.8.1 of sides and ramming of bottoms, lift up to 1.5 m, including Cum 238.29 0.00

getting out the excavated soil and disposal of surplus excavated

soil as directed, within a lead of 50 m.

All kinds of soil

ITEM UNIT QUANTITY RATE AMOUNT

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 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.

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

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

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, Sqm 284.58 0.00

82 5.9.2 butteresses, plinth and string courses etc.

Centering and shuttering including strutting, etc. and removal of

83 5.9.3 form for:Suspended floors, roofs, Sqm 90.83 0.00

landings, balconies and access platform

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

84 5.22.6 cutting, bending, placing in position andbinding all complete upto Kg 7800.00 0.00

plinth levelThermo - Mechanically Treated bars of grade Fe-500D

85 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) Sqm 198.83 0.00

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

86 2.3 layer 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 0.00

Preparation and consolidation of sub grade with power road roller

of 8 to 12 tonne capacity after excavating earth to an average of

87 16.1 22.5 cm depth, dressing to camber and consolidating with road Sqm 800.00 0.00

roller including making good the undulations etc. and re-rolling

the sub grade and disposal of surplus earth with lead upto 50

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

88 16.78 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-

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

mm) having CBR Value-30

ITEM UNIT QUANTITY RATE AMOUNT

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

89 16.79 at OMC in for all leads & lifts, laying in uniform layers with Sqm 160.00 0.00

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

Tack Coat - RS Bitumen Emulsion - On W.B.M / W.M.M @ 0.4

Providing and applying tack coat using bitumen emulsion

51.16.31. conforming to IS : 8887, using emulsion

1.1 pressure distributor including preparing the surface & cleaning

with mechanical broom.

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 @

Providing and applying tack coat using bitumen emulsion

51.16.31. conforming to IS : 8887, using emulsion

1.2 pressure distributor including preparing the surface & cleaning

with 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

consolidation with<br>road roller of 6 to 9 tonne capacity etc.

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 Macadamon prepared surface

with specified graded crushed stone aggreegate for profile

corrective base / binder course including loading of aggregate

with F.E. loader, hot mixing of stone aggregates and bitumen in

hot mix plant, transporting the mixed materials by tippers to paver

and laying the mixed material with paver finisher fitted with

electronic sensing device to the reqired level and grade and rolling

with raod rollers, as per MORTH specification to achieve the

50mm / 75mm average compacted thickness with bitumen of Sqm

60/70 grade @ 3.5% (Percentage by weight of total mix)

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

excavated earth, lead up to 50 m and lift up to 1.5 m, disposed

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

aggregate 40 mm nominal size)

ITEM UNIT QUANTITY RATE AMOUNT

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

97 5.33.1 excluding the cost of centering, shuttering, finishing and Cum 17.28 0.00

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. 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,

99 5.22.6 cutting, bending, placing in position and binding all complete upto Kg 3200.00 0.00

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

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 197.31 0.00

101 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Sqm 312.00 0.00

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

103 50.6.1.5 size confirming to IS 2185 Part I of 1979 for super structure up to Cum 31.201 0.00

floor two level thickness 20cm and

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

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,

104 10.16.1 including welding and bolted with special shaped washers etc. Kg 1075.00 0.00

complete. Hot finished welded type tubes. loading and unloading,

transportation, all lead and lift, etc., complete

Earth work Excavation below ground level for all kinds of work

in all types of soil soft rock as classified in specification for a

depth up-to 1.5mtr. including removal of vegetation, shrubs

and debris, cutting and dressing of sides in slops, leveling,

grading and ramming of bottoms, de-watering of accumulated

water from any source and keeping the surface dry till the

completion of subsequent works and disposal from site

;including providing temporary supports to existing service -

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

106 2.26.1 excavation / Cum 83.66 0.00

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)

ITEM UNIT QUANTITY RATE AMOUNT

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

109 5.33.1 excluding the cost of centering, shuttering, finishing and Cum 42.21 0.00

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

110 5.34.1 content used is payable/ recoverable separately.Providing M-30 Cum 41.74 0.00

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 0.00

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

113 5.22.6 cutting, bending, placing in position and binding all complete Kg 5700.00 0.00

above plinth level.Thermo-Mechanically Treated bars of grade Fe-

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

of size 30x20x20cm or nearest available

114 50.6.1.5 size confirming to IS 2185 Part I of 1979 for super structure up to Cum 10.98 0.00

floor two level thickness 20cm and

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 0.00

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

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

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

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid Nos. 29.00 0.00

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 Nos. 7.00 0.00

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 & making good.

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

ITEM UNIT QUANTITY RATE AMOUNT

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-

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 Nos. 29.00 0.00

W.C. of quality and make as approved by Engineer - in - charge.

7 17.22.B Providing and fixing CP Brass Single lever telephonic wall mixer

of quality & make as approved by Engineer in charge.

(a) 15 mm nominal dia Nos. 15.00 0.00

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

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

10 17.34 Providing and fixing toilet paper holder :

11 NS Providing and fixing CP brass twin coat hook. No. 29.00 0.00

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

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

18.50.1 15 mm nominal bore Nos. 38.00 0.00

14 18.52 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. 2.00 0.00

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

geyser points of approved quality conforming to IS:8931

18.53.1 15mm nominal bore Nos. 56.00 0.00

Providing and fixing 600x450 mm beveled edge mirror of

16 17.31 superior glass (of approved quality) complete with 6 mm thick Nos. 26.00 0.00

hard board ground fixed to wooden cleats with C.P. brass screws

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,

17 NS Seat Cover, Twin Flush Fittings, Wash Basin 450x300, Half Nos. 4.00 0.00

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

including cutting and making good the walls and floors wherever

required complete as per directions of Engineer in charge.

18 18.21 Providing and fixing uplasticised PVC connection pipe with brass

18.21.1 30 cm length

18.21.1.1 15 mm nominal bore Nos. 52.00 0.00

Providing and fixing PTMT Soap Dish Holder having length of

19 18.65 138 mm, breadth 102 mm, height of 75 mm Nos 44.00 0.00

with concealed fittings arrangements, weighing not less than 106

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

Internal work - Exposed on wall

18.7.3 25 mm nominal outer dia Pipes RM 350.00 0.00

21 18.7.4 32 mm nominal outer dia Pipes RM 150.00 0.00

22 18.7.5 40 mm nominal outer dia Pipes RM 60.00 0.00

23 18.7.6 50 mm nominal outer dia Pipes RM 150.00 0.00

24 NS 63 mm nominal outer dia Pipes RM 180.00 0.00

25 NS 62.5 mm nominal outer dia Pipes RM 70.00 0.00

26 NS 75 mm nominal outer dia Pipes RM 100.00 0.00

ITEM UNIT QUANTITY RATE AMOUNT

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

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

18.9.3 25 mm nominal outer dia Pipes RM 20.00 0.00

31 18.9.4 32 mm nominal outer dia Pipes RM 20.00 0.00

32 18.9.5 40 mm nominal outer dia Pipes RM 10.00 0.00

33 18.9.6 50 mm nominal outer dia Pipes RM 10.00 0.00

34 18.9.7 62.50 mm nominal outer dia Pipes RM 130.00 0.00

35 18.9.8 75 mm nominal outer dia Pipes RM 100.00 0.00

36 18.9.9 100 mm nominal outer dia Pipes RM 10.00 0.00

37 NS 63 mm nominal outer dia Pipes RM 10.00 0.00

38 Supplying, laying/ fixing, testing and commissioning of following