Construction of Lift Well In Existing Building Of Taluka Court At Sami Dist- Patan (3rd Attempt)

NAME OF WORK:- Construction of Lift Well In Existing Building Of Taluka Court At Sami

BILL OF QUANTITY

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

1 82.00 Excavation for foundation upto 1.50mt. 212.52 Rupees Two Cmt

Depth (Executed With Manual Labour ) Hundred

including sorting out and stacking of Twelve And

useful materials and disposing of the Paise Fifty Two

excavated stuff as directed with in 50m. Only

Lead (A) loose or soft Soil

2 39.00 Excavation for foundationFor Depth 235.05 Rupees Two Cmt

From 1.50 to 30.00 mt. (Executed With Hundred Thirty

Manual Labour ) including sorting out Five And Paise

and stacking of useful materials and Five Only

disposing of the excavated stuff as

directed with in 50m. Lead (A) loose or

3 20.00 Filling in plinth with sand under floors 429.24 Rupees Four Cmt

including watering ramming, Hundred

consolidating and dressing complete Twenty Nine

4 10.00 Providing and laying ordanary cement 3575.49 Rupees Three Cmt

concrete M-150 ( 1:2:4 (1- Cement : 2- Thousand Five

Coarse sand : 4- graded stone Hundred

aggregates 20 mm nominal size) ) and Seventy Five

curing complete excluding cost of And Paise Forty

formwork in (A) Foundation and Plinth

5 14.00 Providing and laying controlled cement 4446.02 Rupees Four Cmt

concrete M 250 and curing complete Thousand Four

including the cost of form work but Hundred Forty

excluding the cost of reinforcement for Six And Paise

reinforced concrete work in. (A) Two Only

Foundation footing, base of columns &

6 6.00 Providing and laying cement concrete 2985.86 Rupees Two Cmt

1:3:6 (1- Cement : 3- Coarse sand : 6- Thousand Nine

Graded brick bat aggregate 40mm Hundred Eighty

normal size) and curing complete Five And Paise

excluding cost of formwork in (A) Eighty Six Only

Foundation and Plinth

Quantities Rate Total amount

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but may Item of Work Unit

No. Figures. estimated

7 1.00 Provinding and Laying controlled cement 6607.42 Rupees Six Cmt

concrete M-250 & curing complete Thousand Six

including the cost of form work but Hundred Seven

excluding cost of reinforcement concrete And Paise Forty

work in Beams, Girders and Cantilever Two Only

up to floor for PLINTH BEAMS

8 9.00 Brick work using common Brunt clay 3739.74 Rupees Three Cmt

building bricks having crushing strength Thousand

not less than 35 Kg./Sq.cm.. In Seven Hundred

foundation and plinth in cement mortar Thirty Nine And

1:5 (1cement : 5 fine sand) (b) Paise Seventy

9 89.00 Filling available excavated earth 137.47 Rupees One Cmt

(excluding rock) in trenches, plinth, sides Hundred Thirty

of foundations etc. in layers not Seven And

exceeding 20 cm. in depth consolidating Paise Forty

each deposited layer by ramming and Seven Only

watering etc complete

10 25.00 Applying general insecticide pest control 91.63 Rupees Ninety Smt

treatment to floors, cupboards etc One And Paise

including labour material etc. complete. Sixty Three

Using Lamidacloprid 30.5 SC. as Per Only

6113 part -II Consentration Weight

(0.075% By mass) is recommended

10.5 ml Chemical diluted with 5 Liters of

water application 0.5 liter chemical/Sqm

of surface is recommended as per IS

11 2.00 Provinding and Laying controlled cement 6285.23 Rupees Six Cmt

concrete M-150 and with curing Thousand Two

etc.complete. Including the cost of Hundred Eighty

formwork but excluding the cost of Five And Paise

reinforcement for R.C.C Plinth Slab Twenty Three

12 10.00 Providing and laying controlled cement 6134.74 Rupees Six Cmt

concrete M.200 and curing complete Thousand One

including the cost of formwork but Hundred Thirty

excluding reinforcement for reinforced Four And Paise

concrete work in (C) Seventy Four

Slabs,landing,shelves,Balconies, Lintels,

Beams, Girders and Cantilever

Beams All Floor

13 4.00 Provinding and Laying controlled cement 7934.56 Rupees Seven Cmt

concrete M-250 and curing etc.comp Thousand Nine

including the cost of formwork but Hundred Thirty

excluding the cost of reinforcement for Four And Paise

Vertical Fins Up to plinth Fifty Six Only

Quantities Rate Total amount

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but may Item of Work Unit

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14 12.00 Provinding and Laying controlled cement 7918.40 Rupees Seven Cmt

concrete M-200 and curing etc.comp Thousand Nine

including the cost of formwork but Hundred

excluding the cost of reinforcement for Eighteen And

Vertical Fins All Floor Paise Forty

15 6.00 Provinding and Laying controlled cement 8001.22 Rupees Eight Cmt

concrete M-200 Finishing smooth with Thousand One

curing etc.comp including the cost of And Paise

formwork but excluding the cost of Twenty Two

reinforcement for RCC work in SLAB at Only

16 3930.00 Providing ISI Mark T.M.T. bar Fe - 78.39 Rupees Kg

500D reinforcement for R.C.C work Seventy Eight

including bending, binding and placing And Paise

in position complete. For All Floor Thirty Nine

17 11.00 Brick work using common burnt clay 4034.88 Rupees Four Cmt

building conventional type bricks having Thousand

crushing strength not less than 35 Thirty Four And

Kg./Sqcm. in super structure in cement Paise Eighty

mortar 1:5 (1 cement : 5 fine sand) Work Eight Only

In Super Stcture above plinth Level up to

floor two level including the cost of all

materials and labour charges etc.

18 281.00 Providing 15mm thick cement plaster in 242.01 Rupees Two Smt

single coat on Rough (Similar)side of Hundred Forty

single or half brick walls for interior Two And Paise

plastering upto floor two level and One Only

finished with floating coat of neat cement

slury (i) Cement mortar 1:3 (1-cement:3-

Quantities Rate Total amount

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but may Item of Work Unit

No. Figures. estimated

19 275.00 Providing and applying on wall exterior/ 701.95 Rupees Seven Smt

interior of Heritage surface texture Hundred One

granules finish of Bakelite Hylam Limited And Paise

3014, 3015 and 3016) trowelled over 20 Only

mm thick sand faced cement plastered

(Two coat of 12 mm in CM 1:3 & 8 mm

coat in CM 1:1) sub strata to get an

average finish coat thickness of 0.08 to

1.2 mm comprising of three components

viz. Dry granules, Granules, bonding

agent and top coat of glossy finish (Dry

granules shall be made from Silica sand,

pigments, chiefly inorganic)

homopolymer emulsion mix etc, of

Bakelite Hylam product banding agent

made of acrylic copolymer emulsion,

broad specturm fungicide of Bakelite

Hylam product etc and top coat made

from solvent based acrylic polymer of

Bakelite Hylam product including

20 16.00 Providing and fixing door Double shutter 10304.02 Rupees Ten Smt

having factory fabricated std. Extruded Thousand

aluminium colour anodized hollow Three Hundred

section19552 weight is not less than 1.1 Four And Paise

kg/mtr {Section 63.50 x 38 mm x 2.50 Two Only

mm thick } for door frame, hollow portion

of door frame shall be filled with wood to

be insert for durable grip of door hinges,

with factory made 38 mm.thick Double

Shutter Pivoted flush door With Floor

Spring with both side pre 1mm laminated

sheet with 6 Lever Mortice lock, SS

Aldrop 30cm long, SS Handle size

Cm Long, Tower Bolt size 20 cm etc. as

per detail colour & pattern apporoved by

this office including necessary anodized

alluminum fixtures and fastenings.

Quantities Rate Total amount

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but may Item of Work Unit

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21 3.00 Providing and fixing window having 1583.95 Rupees One sqmt

extruded aluminum Colour anodized Thousand Five

section frame main outer size 95mm x Hundred Eighty

24mm x 1.17mm @ wt.of 0.738 Kg/mt , Three And

horizontal Three track member size Paise Ninety

Kg/mt , vertical member of size 92mm x

with sliding shutters of horizontal

member size 40 mmx18mm x1.29mm @

wt.of 0.456 Kg/mt, vertical member of

size 40mm x 18mm x 1.29 mm @ wt.of

0.456Kg/mt/ with 5 mm thick transparent

bronze colour tinted float glass with

powder coated aluminum fittings and

fixtures and transparent silicon sealant

glass fixing to frame as per details etc

22 25.00 Providing and Fixing Machine Cut free 2106.86 Rupees Two Smt

edges,Pre Mirror Polished Green Thousand One

Marble Stone slab 16mm to 18 mm thick Hundred Six

in single peace) for For Doors & And Paise

windows sill,jambs & Cledding as per Eighty Six Only

design incl. full moulded round front

edge and 1cm both side nosing on

mm thick cement mortar 1:6 (1 -cement

: 6 coarse sand) jointed with grey

cement slurry including rubbing,

polishing & Finishing etc. complete

23 1058.00 Providing and fixing safety grills of 121.18 Rupees One Kg

Required pattern for Windows,Door Hundred

using required size of MS polished bars Twenty One

at specified spacing innserted and And Paise

welded from inside to rectangular box Eighteen Only

type frame CRC Pipes of Required Size

at required spacing as per design and

hold fasting with coach bolts including

one coat of primer and two coats of

mattfinished oil painting etc complete.

24 33.00 Providing and laying Machine Cut free 2363.40 Rupees Two Smt

edges, Machine polished Granite Stone Thousand

slab 18 mm thick single peace For Three Hundred

Stair,Steps,landing as per design incl. Sixty Three And

full moulded round front edge and 1cm Paise Forty

nosing and necessary groove on trade of

steps laid on 20 mm thick cement mortar

1:6 (1 -cement : 6 coarse sand ) jointed

with grey cement slurry including

rubbing,polishing & Finishing etc.

Quantities Rate Total amount

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but may Item of Work Unit

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25 147.00 Providing and laying water proofing 779.70 Rupees Seven Smt

tretment with chaina mosaic tiles flooring Hundred

over avg 40 mm C.C. 1:2:4 {1 Cement : Seventy Nine

2 sand : 4 Kapachi / Gritt 6 to 12 mm And Paise

size} bedding for maintaining slope for Seventy Only

plain and curve surface & 12 mm to

mm of broken piece of seramic / glazed

tiles ( one for more color as directed ) to

be laid over cement mortar bedding of C

M 1:3 (1 cement : 3 sand ) containg one

Kg of water profing materials per bag of

O P C at plain or / and slops and to be

tempered to bring mortar eramic up to

surface with using white cement and

colour pigment including rounding of

junctions and extending them up to

cm along the wall and curing with bends

any pattens or design as per drawing

and cleaning by using oxalic acid etc

26 281.00 Wall painting (Two coats) with plastic 128.98 Rupees One Smt

emulsion paint of approved brand and Hundred

manufacture on undecorated wall Twenty Eight

surface to give an even shade including And Paise

throughly brushing the surface free from Ninety Eight

mortar droppings and other foreign

matter and sand papered smooth.

including Applying two coats of Birla or

Asian acrylic lapy ( putty) & two coats of

primer of approved brand and

manufacture on new wall surface to give

an even shade including thoroughly

brushing the surface free from mortar

dropping and other foreign matter and

sand papered smooth. Rupees Three

27 21.00 Providing and fixing 90 cm high 3283.51 Rmt

Stainless steel railing 304 Grade made Thousand Two

from anticorrocive S S pipe of 50 mm Hundred Eighty

dia (16Gauge) as hand rail with S S 32 Three And

mm dia (16Gauge) as a vertical support Paise Fifty One

fixed in RCC slab at 1.2m c/c including

three horizontal S S pipes of 16 mm dia

(16Gauge) at eqal distance fixed by

18.75 mm dia (16Gauge) S S pipe

including accessories as per detailed

drawing as directed etc. complete.

Quantities Rate Total amount

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but may Item of Work Unit

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28 60.00 Providing and fixing to wall ceiling and 339.05 Rupees Three Rmt

floor 10.0 Kg. F/Cm2 working pressure Hundred Thirty

poluthene pipes of the following outside Nine And Paise

Dia. Low densidy, complete with special Five Only

falnge compression type fittings, wall

clipsetc. including making good the wall

ceiling and floor.(G)110 mm

29 2.00 Constructing brick masonry chamber for 2932.93 Rupees Two Nos

underground C.I. Inspection chamber Thousand Nine

and bends with briocks having croshing Hundred Thirty

strength not less than 35Kg. Cm2 in Two And Paise

C.M. 1:5 C.I. cover with frame (Light Ninety Three

duty) 455mm x 610mm intenal

dimensions total weight of cover with

frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished

smooth with a floating coat of neat

cement on walls and bed concrete etc.

complete.(i) Inside dimensions 455mmx

610mm and 450mm deep for single pipe

Providing, laying and filling 50mm thick 1491.03 Rupees One Smt

expansion joint by hydro cell semi rigid Thousand Four

UV resistance with high performance Hundred Ninety

laminated closed cell polyyhene foam One And Paise

joint filler in sheet foam as directed Three Only

31 2.00 Providing and filling the expansion joint 515.39 Rupees Five Smt

by polymer confirm to BS 4254-1983 as Hundred Fifteen

per required shade and specifi-cation by And Paise

making groove of 50 mm x 12.5 mm Thirty Nine

lather by cutting or by repairing groove Only

and removing mortar drop or any other

foreign materials including applying

primer and filling required size (oversize

of joint PU foam etc. complete.

32 11.00 Providing and fixing 25 cm Wide & 3mm 1054.34 Rupees One Smt

thick exterior composite panel on Thousand Fifty

existing expansion joint horizontally & Four And Paise

vertically with all material, hardware, Thirty Four

acessories & fittings etc completed. Only

Quantities Rate Total amount

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but may Item of Work Unit

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33 178.00 Providing and fixing pre-cast Rubber 700.74 Rupees Seven Sqmt

Dye / steel Dye inter locking concrete Hundred And

block 60mm thick with grade of concrete Paise Seventy

M300 pnumatic compressed / vibrated Four Only

mechanically and as per approved

design Confirming to IS 15658 :

including 35 mm Sand layer for levelling

and filling the joint with sand in proper

line and level as per guidlines of IRC :

SP 63-2018 etc. Complete.

34 9.00 SIGNAGES ON WALL 1010.00 Rupees One No.

Providing, Fabricating & Fixing wall Thousand Ten

signage's using 304 grade Stainless Only

steel brushed steel finish plate of 1.5 mm

thick fixed on a wall using s.s studs

including punched (laser cut) lettering

carried out on s.s plate of required size

and text as directed by Engineer over

the S.S plate etc. complete.

35 2.00 Providing and fixing in position 6364.12 Rupees Six Quintal

collapsible steel shutters with vertical Thousand

channels 20 x 10 x 2 mm braced with flat Three Hundred

iron diagonals 20 x 5 mm size with top Sixty Four And

and bottom rails of T_rin 40x 40 x 6 mm Paise Twelve

with 38mm dia, steel pulleys complete

with bolts, nuts, locking arrangements,

stoppers handles including applying a

priming coat of red lead paint.

36 130.00 Providing & fixing of reinforcement bars 219.17 Rupees Two No.

( reiforcement bars shall be paid extra Hundred

under relevant item of work ) after drilling Nineteen And

the hole of required diameter & depth Paise

,cleanning of the same ,providing /fiIIing Seventeen Only

the hole with Injection Mortar (HIT HY

150 of Hilti or pproved equivalant

),inserting reinforcement bar etc.

complete dSper Manufacturers &

architects instruction.The work shall be

carried out by the technical

workmens/agency approved by the

manufacturer and under technical

supervision of Manufacturer of Injection

grout including all materiaIs,tooI tackles

,labour etc.complete.

(a) 10/12 mm. dia.bar -Holes

14mm/16mm dia Depth 300 mm

Quantities Rate Total amount

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37 6.00 Demolition of Brick work and stone 589.70 Rupees Five Cu.m

masonry including stacking of Hundred Eighty

serviceable materilas and disposal of Nine And Paise

unserviceable materials with all lead and Seventy Only

lift.(ii) In Cement Mortar.

38 3.00 Dismentling doors, windows, ventilators 269.48 Rupees Two No

etc. (wood or steel) shutters including Hundred Sixty

chowkhats architraves, holdfasts and Nine And Paise

other attachment etc. complete and Forty Eight

stacking them within all lead and lift.(ii) Only

Exceeding 3 Sq.M. in area.

39 20.00 Demolition including stacking of 1133.89 Rupees One Cu.m

serviceable materilas and disposal of Thousand One

unserviceable materials with all lead and Hundred Thirty

lift. (i) R.C.C. work Three And

40 81.00 Providing and fixing coloured self 4219.78 Rupees Four Sqm

addhesive PU-Tactile tile, ground Thousand Two

surface indicators (made of Hundred

Polyurethane) of size 300mmx300mm Nineteen And

for guiding/direction/warning to the Paise Seventy

visually impaired visitors in the

centre/side of the pedstrain/approach

pathway as per design/specification and

guidelines complete in all respect to the

entire satisfaction of Engineer-in-charge

41 20.00 Providing and fiixing acrylic multilingual 1639.23 Rupees One No

Braille (raised dots) DIRECTIONAL Thousand Six

SIGNBOARDS of size 6" x 9" designed Hundred Thirty

as per accessibility standards and Nine And Paise

having 4mm thick acrylic base plate with Twenty Three

Upper Case San Serif words made of

white acrylic non glare cut out letters of

height 15mm raised not less than 0.8mm

above base plate and the equivalent

word written in Hindi with Devanagari

non glare acrylic letters of height 15mm

raised not less than 0.8mm above base

plate and having a non-glare acrylic cut

arrow pointing in the required direction.

Each signboard to be fixed as per

manufacturers specifications on the wall

at the approved location and at a height

of 1200mm from FFL complete as per

design/specificaitons and guidelines as

per the entire satisfaction of the the

Engineer-in-charge (NS)

Quantities Rate Total amount

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but may Item of Work Unit

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42 45.00 Providing and fixing acrylic multilingual 1639.23 Rupees One No

Braille (raised dots) signboards (DOOR Thousand Six

SIGNBOARDS) of size 6"x 9" for room Hundred Thirty

titles, designed as per the drawings Nine And Paise

issued and having 4mm thick blue acrylic Twenty Three

base plate with Upper Case San Serif

words made of white acrylic non glare

cut out letters of height 15mm raised not

less than 0.8mm above base plate and

the equivalent word/s written in Hindi

with Devanagari non glare acrylic letters

of height 15mm raised not less than

0.8mm above base plate. Grade 2/

Grade 1 Braille to be integral with the

sign face and be raised 0.5mm above

base plate. Each signboard to be fixed

as per manufacturers specifications on

the wall adjoining the respective room

door at a height of 1200mm from FFL

complete as per design/specificaitons

and guidelines as per the entire

satisfaction of the the Engineer-in-

& Fixing of Pictorial layout plan 33027.00 Rupees Thirty No

of size 900mmx600mm as approved Three

design, made of 3mm thick acrylic non Thousand

glare base plate and non glare cut out Twenty Seven

symbols with grade One Braille on which Only

individual facility points, like inquiry,

reception, restrooms, medical room/ first

aid, cafeteria or breakout area, lounge,

meeting room, conference room etc.

present the respective floors with

pictograph wherever needed all in tactile

raised by minimum of 1to2 mm in various

colours to make it legible for seniors,

partial vision impaired etc. All the facility

names should be in Braille, along with

English or Hindi.The entire block of

tactile signs should be mounted on wall

or on a slant/ inclined frame for easy

reading. The map to be installed at

specified locations and installed at a

height of 800mm from ground level

complete in all respect as per

Harmonized guideline & satisfaction of

Engineer-in-charges. ( N.S)

44 4.00 Providing and Fixing Ramp Railing 678.72 Rupees Six No

Braille Signage of Size 200x50mm Made Hundred

From 0.5mm SS 304 Grade Matt Finish Seventy Eight

Braille dots of 1.5mm braille dots are And Paise

embossed precisely and are uniform in Seventy Two

Size and spacing of Required location

with required texts as per Instruction of

Engineer in Charge.

Quantities Rate Total amount

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but may Item of Work Unit

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45 7.00 Road marking with hot applied 367.72 Rupees Three Sqm

thermoplastic paints with reflectorising Hundred Sixty

glass beads on bitumin surface providing Seven And

and laying a hot applied thermoplastic Paise Seventy

compound 2.5 mm thick including Two Only

reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is

excluding of surface applied glass beds

as per IRC:35-2015. The finished

surface to be level, uniform and free

from strea ks and holes. zebra patta

/bump patta lane/center line/ edge

line/cut patta. The white color marking

should provide liminance coefficinet on

cemend road shalll be min

mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service

life during the day time. The marking

should meet the performance criteria for

night time reflectivity, wet reflectivity and

skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two

46 1.00 Providing and Fixing CRUSE SET of 55438.90 Rupees Fifty No

CERA for handicape Toilet Inlcuding all Five Thousand

Necessary Parts like One Piece EWS S Four Hundred

Trap 300 mm with Soft Close Seat Thirty Eight

Cover, CRANE Wall Hung Washbasin And Paise

665 X 545 X 190 mm With Single Lever

Clinical Faucet also Including Two Piece

Wall Mounted Grab bar 600 mm Long

,Wall Mounted Hinged Hand Rail 750 x

100 with all Material and Fixing Charge

as per instruction of Engineer In Charge

47 22.00 Providing and laying polished Kota stone 1019.39 Rupees One Sqm

slab flooring over 20mm (Average) thick Thousand

base of cement mortar 1:6 (1-cement : 6- Nineteen And

coarse sand) or L.M. 1.1.5 (1-Lime putty Paise Thirty

:1.5 - coarse sand) laid over and jointed Nine Only

with grey cement slurry mixed with

pigment to match the shade of slab

including rubbing and polishing etc.

complete. (A) 25mm thick

48 1.00 Providing and fixing C.P. brass towel rail 616.42 Rupees Six No.

comlete with C.P. brass brackets fixed to Hundred

wooden plugs with C.P. brass scews.(B) Sixteen And

600mm x 20mm size. Paise Forty Two

Quantities Rate Total amount

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but may Item of Work Unit

No. Figures. estimated

49 1.00 Providing and fixing 600mm x 120mm 570.45 Rupees Five No.

glass shelf with C.P. brass bracket and Hundred

guard rail complete mixed to wooden Seventy And

plug with C.P. brass screws. Paise Forty Five

50 1.00 Providing and fixing 600 mm x 450 mm 859.41 Rupees Eight No.

beveled edge mirror of superior glass Hundred Fifty

mounted on 6 mm thick A.C sheet or Nine And Paise

plywood sheet or PVC framing and fixed Forty One Only

to wooden plugs with C.P. brass screw

51 15.00 Providing laying and jointing in true line 148.12 Rupees One Rmt

and level 40mm dia. U.P.V.C. Pipe ( Hundred Forty

SCH- 40) for cold water including fittings Eight And Paise

as approved by Engineer In Charge. Twelve Only

Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or

shall be concealed as directed including

necessary fittings etc. including testing

of pipe and joints and fixing the same

with adhesive solvent, including cost of

52 15.00 Providing laying and jointing in true line 91.84 Rupees Ninety Rmt

and level 25mm dia. U.P.V.C. Pipe ( One And Paise

SCH- 40) for cold water including fittings Eighty Four

as approved by Engineer In Charge. Only

Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or

shall be concealed as directed including

necessary fittings etc. including testing

of pipe and joints and fixing the same

with adhesive solvent, including cost of

53 15.00 Providing laying and jointing in true line 72.65 Rupees Rmt

and level 15mm dia. U.P.V.C. Pipe ( Seventy Two

SCH- 40) for cold water including fittings And Paise Sixty

as approved by Engineer In Charge. Five Only

Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or

shall be concealed as directed including

necessary fittings etc. including testing

of pipe and joints and fixing the same

with adhesive solvent, including cost of

54 2.00 Providing and fixing PVC SWR Nahni 601.94 Rupees Six No

trap IS 14735 for drain - 75 mm diameter Hundred One

with jali of the following nominal diameter And Paise

of self cleansing design with C.I scread Ninety Four

down or hinged grating including the Only

cost of cutting and making good the

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

55 3.00 Providing and fixing screw down bib taps 186.83 Rupees One No

of following size.(A) Brass screw down Hundred Eighty

bib tap polished bright. (i) 15mm dia. Six And Paise

56 2.00 Providing and fixing chromium plated 263.77 Rupees Two No

brass half trun flush cock of approved Hundred Sixty

quality including fixing in pipe line etc. Three And

complete.(ii) 25mm dia. Paise Seventy

57 10.00 Providing, laying and jointing in true line 918.67 Rupees Nine Rmt

and level 110 diametre U.P.V.C (Type B) Hundred

conforming to IS 13592-1992 with one Eighteen And

end plain and other end socketed with Paise Sixty

rubber ring, & fittings conforming to ISI Seven Only

14735-1999 of approved make for

drainage system pipe line, pipe shall be

jointed with each other with rubber

lubricant, pipe shall be fixed on wall

using of PVC clamp of the size 110 mm

diametre x 149 mm length x 145 mm

heigh at every 2000 mm center to center

or shall be concealed in walls as

directed including necessary fittings

such as bends, shoes etc. including

testing of pipes and joints and jointed

with adhesive solvent cement including

cost of all materials.

58 22.00 Providing and laying white glazed tiles 1127.48 Rupees One Sqm

6mm thick in skrting risers of steps and Thousand One

dedo on 10mm thick cement plaster 1:3 Hundred

(1-cement : 3-coarse sand) and jointed Twenty Seven

with white cement slurry And Paise Forty

59 4.00 Providing and laying anti skid Ceramic 1017.30 Rupees One Sqm

tiles 6mm thick in flooring treads of steps Thousand

and landing laid on a bed of 12mm thick Seventeen And

cement mortar 1:3 (1-cement : 3-coarse Paise Thirty

sand ) finishing with flush pointing in Only

60 44.00 Dismentaling tiled of stone floors laid in 51.45 Rupees Fifty Sqm

mortar including stacking of serviceable One And Paise

materilas and disposal of unserviceable Forty Five Only

materials with all lead and lift.

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

61 2.00 Dismantling santtary fittings like wash 433.96 Rupees Four No

basin . W.C. pan Indian and European Hundred Thirty

type, flushing tank etc. including stacking Three And

the materials with all lead and lift. Paise Ninety

62 2.00 Providing and laying controlled cement 4537.93 Rupees Four Cum.

concrete M-150 and curing complete Thousand Five

including the cost of form work and Hundred Thirty

excluding reinforcement for reinforced Seven And

concrete work in : (a) Foundations, Paise Ninety

footings Bases of columns and the like

and Mass concrete.

63 8.00 Steel work, welded in built up sections 9108.48 Rupees Nine Qtl.

framed work including cutting, hoisting, Thousand One

fixing in position and applying a priming Hundred Eight

coat of read lead paint & two coat of Oil And Paise Forty

Paint. (A)In beams and joists, channels Eight Only

angles Tees, flats, with connecting

plates or angle cleats as in main and

cross beams. Hip and jack rafters,

purlins conneted to common rafters and

64 31.00 Providing corrugated 0.5mm thick double 959.50 Rupees Nine Sqm.

coated Trafford sheet roofing fixed with Hundred Fifty

galvanized iron J or L hooks, bolts and Nine And Paise

nuts 8mm diameter with bitumen and Fifty Only

G.I. limpet washer filled with white lead

complete excluding the cost of purlins,

Rafters and Trusses (1) 0.50 mm thick

65 77.00 Providing and fixing pre-cast concrete 416.12 Rupees Four Rmt

kerb stone of gray cement based Hundred

concrete block 30cm length,30cm height Sixteen And

and 15cm thick of M200 grade concret Paise Twelve

as per approved design and including Only

excavation for fixing in proper line and

level,filling the joint with C:M 1:3 etc. with

oil paint colour to Kerb by Yellow/white

and Black patta Distempeing (Two

coats) with oil bound washable and one

coat of priming including cost of material

required for paint and all labour worketc

complete as per direction, detailed

drawing and instruction of engineer

incharge .(Including Epoxy Paint of

Approved Quality)

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

66 15.00 providing and erecting Mains with ISI 91.91 Rupees Ninety Mtr.

marked, 1.5KV grade electrolyte multi One And Paise

stranded, annealed copper conductor Ninety One

with heat resistant PVC insulated Only

conforms to IS 694, IEC - 227 erected in

existing pipe of following size

(Specifically for control panel, relays,

power switchgears, motor starters &

control wiring) with required size of

copper lugs, nuts and bolts if required.

(f) One wire 10.00 sq. mm

67 2.00 Providing and erecting Approved make 6790.43 Rupees Six Nos.

Four pole moulded case circuit breaker Thousand

having breaking capacity ICU of 25 KA. Seven Hundred

at 415 V,having normal current rating up Ninety And

to 25 A to 100A. with Fixed thermal & Paise Forty

magnetic release suitable to work on

A.C. supply 50 c/s. with all internal

connections, spreader tinned copper &

complete erected in existing 16 G.M.S.

housing. ICS=100% of ICU only

Cat III (with Encloser)

68 2.00 Providing and erecting following 873.65 Rupees Eight Nos

additional parts for panel mounting Hundred

MCCBs Seventy Three

(A)Extended operating rotary handle with And Paise Sixty

pad lock with three position trip,off,on Five Only

suitable for 25A to 250 A panel mounting

69 2.00 Providing & erecting 240 V MCB double 299.97 Rupees Two Nos.

pole switch for motor & inductive load Hundred Ninety

(C Curve) having 10 KA breaking Nine And Paise

capacity & confirms to IS : 8828 in Ninety Seven

existing box having following capacity Only

(A) 6 to 32 Amp. Cat.III

70 5.00 Providing and erecting required size 77.77 Rupees Kg.

HOT deep Galvanised iron strip for Seventy Seven

earthing of H.T. , OCB/ ACB/ And Paise

Transformer LT panel board, Motors etc. Seventy Seven

using proper clamp. Only

71 60.00 Providing and erecting XLPE(IS:7098)(I)- 126.25 Rupees One Mtr

88 ISI armoured cable Aluminium Hundred

conductor for 1.1 KV. to be laid on wall Twenty Six And

with necessary clamps or in existing Paise Twenty

trench / pipe of following size of cables. Five Only

(C) 2 core 10 Sq. mm

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

72 60.00 Providing and erecting XLPE (IS:7098)(I)- 190.89 Rupees One Mtr

88 ISI armoured cable multistrand Hundred Ninety

Aluminium conductor for 1.1 KV. to be And Paise

laid on wall with necessary clamps or in Eighty Nine

existing trench / pipe of following size of Only

cables (B) 4 core 25 Sq. mm

73 2.00 Providing and, fixing heavy duty flange 51.51 Rupees Fifty Nos

type brass cable gland with rubber ring One And Paise

for PVC insulated armoured cable Fifty One Only

complete with out going tails, insulating

tape etc for following size of cables.

(E) 2 to 4 core 25 Sq. mm

74 Solder less crimping type Aluminium lugs

conforming to IS suitable for cable of

following size evenly crimped with high

pressure tool & connected to switchgear

terminals with brass/cadmium plated nut

bolts in an approved manner.

0 4.00 (B) 10 Sq.mm 13.13 Rupees Nos

0 8.00 (C) 16/25 Sq.mm. 15.15 Rupees Fifteen Nos

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

75 Supplying, Erecting, Testing &

Commissioning the passenger / stretcher

lift having following main features:

[1] GEAR LESS LIFT DRIVE (MRL)

comprising of High Starting torque Lift

phase 440 V A. C. Permanent Magnet

Synchronous motor of proper rating with

high efficiency shall be used.[2] Micro

processor based / PLC, ACVVVF, vector

control drive with encoder feedback

closed loop system shall be used for lift

car and door operation which shall be

full collective selective operation hall call

demand response, UP/DOWN hall

stops, Main, Up/ Down Contactor with

overload and phase reversal relay and

safety controls.

[3] Car with M S platform with bracings

of adequate size and to sustain the

impact load cabin + passenger with

safety factor of fire for steel and side

panels of Stainless steel of sheet of

grade 304 duty. Car ceiling will be S.S.

finishes with aesthetic appearance with

LED ceiling lights. Car flooring shall be

of anti skid PVC with choice of colour of

engineer in charge. Car doors shall be of

stainless steel grade 304, hairline finish

with centre opening / telescopic

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

0 [4] All landing doors must be fire rated

for 2 hour shall be fully automatic centre

opening/ telescopic opening made of

hairline finish steel grade of 304 with key

holes and infrared curtains with

Unlocking facility from outside

[5] Appropriate battery operated

emergency light in the car along with

alarm switch shall be provided. Also,

Emergency Light & Fan should start

immediately without any Time Delay as

soon as power fails.

[6] Digital scrolling indicator system for

up-down arrow along with floor position

indicator shall be provided inside the car

and at all floors.

[7] Full height infra red curtain with

multiple cross / crossing light beams

shall be provided.[8] Automatic Rescue

Device (ARD) shall be provided

accordingly of passenger capacity with

Manual Rescue Operation ( Manual

Cranking Facility).

[9] Audio visual indication in the lift car

showing over loading shall be provided

such that doors kept open till excess

load is removed.

0 [10] Spring buffers/PU Buffers shall be

[11] Car fan as per passenger capacity

with automatic sleep timer shall be

[12] Voice annunciator with suitable

music shall be provided in lift car.

[13] Self diagnostics system for

operational and safety parameters shall

be provided in control panel.

[14] Mechanical over speed governor

with governor calibration as per actual

site parameters and submission of

calibration certificate submission, door

key holes in the floor doors, fireman

switch shall be provided.

[15] Lift machine hoisting arrangement in

the lift machine room and monkey ladder

for lift pit should be provided by the lift

agency, along with the other steel

structure works, foundations for the

[16] In the hoist way fascia plate shall be

provided without any extra cost, where

ever required as / if directed by engineer

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

0 [17] Permanent wiring with necessary

safety devices like RCCB in all circuit,

Over Voltage Under Voltage protection

and THD eliminator in circuit for lift

machine room and lift well with proper

numbers of light points, with fixtures,

exhaust fan and plug points shall be

provided by the agency. Only 3 phase

Power Supply shall be made available

by department in lift machine room.

Necessary Earthing as per Lift Act/Rules

shall be arranged by Lift Agency.

[18] Any civil/ electrical works for

additional and alteration in lift shaft and

machine room related to erection of lift

shall be made by lift agency without any

extra cost. (granite/marble fixing around

all landing door openings are not in lift

agency’s scope.)

[19] Agency has to provide all working

drawings and documents and liaison

services for obtaining all necessary

permission from lift inspector and other

authorities. [20] acrylic transparent

licence/display A4 size holder in lift car

0 [20A] As per statutory requirement of

Govt. Of Gujarat lift & escalator act

2000, lift agency has to provide

1. Car top safety barricade

2. Push & talk communication system.

3. Fireman's switch operation at Ground

4.carrying out third party lift inspection

during/after lift erection and provide

report by third party authorized by

concern licensing authority 5.agency

has to provide third party insurance upto

completion of free maintenance period

and submit the document for the same.

[21] Car Panel Operating Buttons with

floor position indicator/buttons must be

of Auto Glow type clearly visible when

view from inside cabin.

[22] For Physically Handicapped person

Full Length Handrails of hairline finish

steel grade of 304 should be provided at

appropriate height on the Rear & Side

Wall Panels in Lift Car.

Quantities Rate Total amount

Quantities Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

0 1.00 (B) SPECIAL FEATURES DESCRIPTION OF 1147046.90 Rupees Eleven Nos

LIFTS for PREMIUM category Lakh(s) Forty

1. Advanced control system dual 64 bit Seven

embedded microprocessor with CANBUS Serial

Communication mode including Regenerative

power efficient operation,on site programming

facility, Anti nuisance, Pte-opening, BMS/RMS Ninety Only

with necessary online real time monitoring system

having necessary connectivity for remote

monitoring & other suitable supporting hardware

& software devices to fulfil the purpose.

2. Floor Indication LCD Display with call

registration & brail mark with arrival gong and hall

lantern & TFT Screen in the car with MP3 Voice

3. CAR Panel should be Scratch resistive SS

Moonrock finish / Hair Line / Honeycomb for car

and all Doors, All landing doors must have fire

rating up to 2 hours and car door must have multi-

level crisscross beam door protection.

4. To & fro communication system & wiring (i.e.

car , control room & guard room ) and Each

elevator are equipped with remote monitoring

system.agency has to provide mobile app and

user id and password for monitoring 4/5/6

Passengers, Ground plus 2 upper floors with

Rated Speed of 1.0 m/sec.

(C) With General PLUS ADDITIONAL SPECIAL

FEATURES attached herewith. Prem. Cat.

I / We am / are willing to carry out the work at …………….% below / above ( Should be written in figure and

words ) of the tender rates mentined above Amount of my / our tender works out as under.

Tender amount Rs…………………. Tender amount Rs………………….

Add…….% above Rs…………………. Less…….% below Rs………………….

Net in words Rs……………….... Net in words Rs………………....

Signature of Contractors

Dy.Executive Engineer

R & B Sub Division