Construction of D-type (for Mamlatdar) and D-1 type (for Deputy collector) Residential Quarter at Daskroi, Dist. Ahmedabad.

Name of work: Construction of D-type (for Mamlatdar) and D-1 type (for Deputy collector)

Residential Quarter at Daskroi, Dist. Ahmedabad.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

1 1.00 Clearing and grubbing road land 28393.03 Rupees Hector

including uprooting rank Twenty Eight

vegetation grass bushes, shrubs, Thousand

sapling and trees girth upto 300 Three

mm removal of stumps of trees Hundred

cut earlier and disposal of Ninety Three

unserviceable materials And Paise

(C.) By mechanical means in area Three Only

of light jungle

2 115.39 Earth work for embankment 161.21 Rupees One Cu.M.

including breaking clods, Hundred

dressing, with all, lead and lift Sixty One

(excluding watering and And Paise

consolidation) Twenty One

(E) From borrow area within 3 Only

3 115.39 Rolling & watering of earthwork in 19.45 Rupees Cu.M.

layers with vibratory roller Nineteen

including filling in depressions And Paise

which occurs during the process Forty Five

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

4 1209.00 Excavation for foundation upto 117.08 Rupees One Cu.M.

1.50 mt depth including sorting Hundred

out and stacking of useful Seventeen

materials and disposing the And Paise

excavated stuff upto 50 mt lead Eight Only

(A) Loose or soft soil.

5 418.00 Excavation for foundation 1.50 mt 162.38 Rupees One Cu.M.

to 3.00 mt depth including sorting Hundred

out and stacking of useful Sixty Two

materials and disposing the And Paise

excavated stuff upto 50 mt lead Thirty Eight

(b) Dense or hard soil Only

6 104.00 Excavation for foundation 3.00 285.73 Rupees Two Cu.M.

mt to 5.00 mt depth including Hundred

sorting out and stacking of useful Eighty Five

materials and disposing the And Paise

excavated stuff upto 50 mt lead Seventy

(B) Hard Murrum. Three Only

7 954.00 Filling available excavated Earth 130.39 Rupees One Cu.M.

(Excluding Rock ) in trench plinth Hundred

side of foundation . in layer not Thirty And

excluding 20 cm in depth Paise Thirty

consolidation each deposited Nine Only

layer by ramming and watering

8 52.00 Filling foundation and plinth with 289.06 Rupees Two Cu.M.

murrum or selected soil in layer of Hundred

20 cm in thickness including Eighty Nine

ramming watering and And Paise

consolidating etc. complete Six Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

9 51.00 Filling in plinth with sand under 460.19 Rupees Four Cu.M.

floors including watering Hundred

ramming, consolidating and Sixty And

dressing complete Paise

10 598.00 Carrying out plinth treatment to 105.95 Rupees One Sq.Mt.

post construction / existing Hundred Five

structure by spraying chemical And Paise

solution for termite control Ninety Five

treatment including labour and Only

material consistent with I.S.I

specification. Using Chlordene

and Chiorpurfiles 20 EC. As Per

6131_paret-II Concentration

Weight one percent is

recommended i.e. one litre 20 EC

chemical emulsion with 19 litre

give 1 % concentration inclusive

of one litre chemical emulsion

application at the rate of 5 Litre

chemical / Sqm of surface is

recommended as per I.S

11 51.00 Providing and laying controlled 3910.10 Rupees Cu.M.

cement concrete M-150 and Three

curing complete including the cost Thousand

of form work and reinforcement Nine

for reinforced concrete work in : Hundred Ten

(a) Foundations, footings Bases And Paise

of columns and the like and Mass Ten Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

12 92.00 Providing and laying controlled 4644.99 Rupees Four Cu.M.

cement concrete M-250 and Thousand

curing complete including the cost Six Hundred

of form work but excluding the Forty Four

cost of reinforcement for And Paise

reinforced concrete work Ninety Nine

in foundation footings, base of Only

columns and mass concrete.

13 60.00 Providing and laying controlled 4381.38 Rupees Four Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost Three

of form work but excluding the Hundred

cost of reinforcement for Eighty One

reinforced concrete work And Paise

in foundation footings, base of Thirty Eight

columns and mass concrete. Only

14 25.00 Providing and laying controlled 8587.02 Rupees Eight Cu.M.

cement concrete M-250 and Thousand

curing complete including the cost Five Hundred

of form work but excluding the Eighty Seven

cost of reinforcement for And Paise

reinforced concrete work Two Only

in Columns, pillars posts and

struts G.FLOOR upto plinth

15 340.70 Providing and laying cement 3005.76 Rupees Cu.M.

concrete 1:3:6 (1 cement : 3 Three

coarse sand : 6 stone aggregates Thousand

40 mm. nominal size) and curing Five And

complete excluding cost of from Paise

work in :(a) Foundation and plinth Seventy Six

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

16 42.15 Providing and laying controlled 8551.67 Rupees Eight Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost Five Hundred

of form work but excluding the Fifty One

cost of reinforcement for And Paise

reinforced concrete work Sixty Seven

in Columns, pillars posts and Only

17 5.40 Providing and laying controlled 8591.92 Rupees Eight Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost Five Hundred

of form work but excluding the Ninety One

cost of reinforcement for And Paise

reinforced concrete work Ninety Two

in Columns, pillars posts and Only

18 30.00 Providing and laying controlled 6227.66 Rupees Six Cu.M.

cement concrete M-250 and Thousand

curing complete including the cost Two Hundred

of form work but excluding the Twenty

cost of reinforcement for Seven And

reinforced concrete work Paise Sixty

in Plinth BEAMS Six Only

19 58.00 Providing and laying controlled 6191.30 Rupees Six Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost One Hundred

of form work but excluding the Ninety One

cost of reinforcement for And Paise

reinforced concrete work Thirty Only

in Plinth BEAMS

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

20 33.40 Providing and laying controlled 4183.42 Rupees Four Cu.M.

cement concrete M-150 and Thousand

curing complete including the cost One Hundred

of form work but excluding the Eighty Three

cost of reinforcement for And Paise

reinforced concrete work Forty Two

in Plinth Slab Only

21 21.00 Providing and laying controlled 6622.57 Rupees Six Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost Six Hundred

of form work but excluding the Twenty Two

cost of reinforcement for And Paise

reinforced concrete work Fifty Seven

in BEAMS Ground Floor Only

22 10.00 Providing and laying controlled 7486.12 Rupees Cu.M.

cement concrete M-200 and Seven

curing complete including the cost Thousand

of form work but excluding the Four

cost of reinforcement for Hundred

reinforced concrete work Eighty Six

in Lintels Ground Floor And Paise

23 4.00 Providing and laying controlled 8185.04 Rupees Eight Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost One Hundred

of form work but excluding the Eighty Five

cost of reinforcement for And Paise

reinforced concrete work Four Only

in Chhajjas including finishing the

exposed surfaces with cement

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

to give a smooth surface {Flat /

Round shape as per drawing}

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

24 28.00 Providing and laying controlled 5705.49 Rupees Five Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost Seven

of form work but excluding the Hundred Five

cost of reinforcement for And Paise

reinforced concrete work in Forty Nine

25 37.00 Providing and laying controlled 6202.41 Rupees Six Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost Two Hundred

of form work but excluding the Two And

cost of reinforcement for Paise Forty

reinforced concrete work One Only

in Slab Ground Floor

26 19.00 Providing and laying controlled 6851.84 Rupees Six Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost Eight

of form work but excluding the Hundred Fifty

cost of reinforcement for One And

reinforced concrete work Paise Eighty

in Walls Four Only

27 16.10 Providing and laying controlled 6906.38 Rupees Six Cu.M.

cement concrete M-200 and Thousand

curing complete including the cost Nine

of form work but excluding the Hundred Six

cost of reinforcement for And Paise

reinforced concrete work Thirty Eight

in Wall First Floor Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

28 20.00 Extra for Cement Consumption in 5286.34 Rupees Five MT

case of Higher Grade for RCC Thousand

Works. Two Hundred

29 30123.00 Providing T M T. bar 76.27 Rupees Kg.

reinforcement of Fe-500D for Seventy Six

R.C.C. work including bending And Paise

binding and placing in position Twenty

complete up to All floor Level Seven Only

30 22853.00 Providing T M T. bar 76.21 Rupees Kg.

reinforcement of Fe-500D for Seventy Six

R.C.C. work including bending And Paise

binding and placing in position Twenty One

complete at Ground Level Only

31 233.00 Providing and laying Brick work 4021.02 Rupees Four Cu.M.

using common Brunt clay building Thousand

bricks having crushing strength Twenty One

not less than 35 Kg./Sq.cm.. In And Paise

foundation and plinth in cement Two Only

mortar 1:6 (1cement : 6 fine sand)

(b) Conventional

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

32 443.00 Providing and laying Brick work 4295.99 Rupees Four Cu.M.

using common Brunt clay building Thousand

bricks having crushing strength Two Hundred

not less than 35 Kg./Sq.cm.. In Ninety Five

super structure above plinth level And Paise

upto floor two level in cement Ninety Nine

mortar 1:6 (1cement : 6 fine sand) Only

(b) Conventional {Ground Floor }

33 6.00 Providing and laying Brick work 4336.18 Rupees Four Cu.M.

using common Brunt clay building Thousand

bricks having crushing strength Three

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

super structure above plinth level Thirty Six

upto floor two level in cement And Paise

mortar 1:6 (1cement : 6 fine sand) Eighteen

(b) Conventional {First Floor } Only

34 78.00 Providing and laying Half brick 716.53 Rupees Sqm

masonry in common brunt clay Seven

building bricks having crushing Hundred

strength not less than 35 Sixteen And

Kg./Sq.cm.. In cement mortar 1:3 Paise Fifty

(1cement : 3 coarse sand) with 2 Three Only

Nos. of 6 mm. Diameter mild steel

round bars after every three

coarse embedded in cement

mortar in super structure above

plinth level GROUND FLOOR

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

35 29.60 Providing and fixing 35 mm thick 7854.77 Rupees Sq.Mt.

SINGLE SHUTTER FLUSH Seven

DOOR with 18 mm thick Granite Thousand

of approved colour with all Eight

exposed edge polished and Hundred Fifty

chamfered and projected 6 mm Four And

from finished wall fixing rear face Paise

of granite shall be sanded using Seventy

clean sand sieve No. 10 passed, Seven Only

2 mm fixed with Araldite, and

solid core flush shutter

conforming to IS: 2202 and ISI

approved manufacturer finished

with both size 1 mm thick

Laminates, pattern and design is

to be approved by the Architect,

both side with glued PVC edge

beading, as/pattern & selection

Nos. 150 mm Hinges with S.S.

Handle for door 150 -200 mm, SS

Fixtures and Locking

Arrangements. Length as per

detailed drawing / as directed.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

36 10.40 Providing and fixing colour 4684.38 Rupees Four Sq.Mt.

anodised Alluminium Section Thousand

SLIDING window (Four Track) Six Hundred

using Jindal E Series { 30 mm} or Eighty Four

equivalent section shutter top & And Paise

bottom- 20993, 0.839 Kg. / Rmt. Thirty Eight

shutter inter lock-20550, 0.994 Only

Kg. / Rmt. shutter side (handle) -

20553, 0.731 Kg. / Rmt. frame-

bottom with Gutter- 21198,

Kg. / Rmt. frame top & side -

21204, 1.694 Kg. / Rmt. using

Three Shutter 5 mm thick

transparent Tinted Float glass,

and One shutter with Stainless

Steel Wire mesh shutters, rubber

gasket, air lock strip and finishing

joints with silicon sealant, with

standard extruded colour

anodized aluminium coated

fittings and fixture & fastening etc

{Colour as directed by Engineer in

charge except black & Alluminum

section shall be Jindal or

equivalent brand and glass of

Modiguard, AIS or equivalent

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

37 15.30 Providing and fixing colour 3936.98 Rupees Sq.Mt.

anodised Alluminium Section Three

SLIDING window (Three Track) Thousand

using Jindal E Series { 30 mm} or Nine

equivalent section shutter top & Hundred

bottom- 20993, 0.839 Kg. / Rmt. Thirty Six

shutter inter lock-20550, 0.994 And Paise

Kg. / Rmt. shutter side (handle) - Ninety Eight

20553, 0.731 Kg. / Rmt. frame- Only

bottom with Gutter- 20928,

Kg. / Rmt. frame top & side -

20837, 1.197 Kg. / Rmt. using

Two Shutter 5 mm thick

transparent Tinted Float glass,

and One shutter with Stainless

Steel Wire mesh shutters, rubber

gasket, air lock strip and finishing

joints with silicon sealant, with

standard extruded colour

anodized aluminium coated

fittings and fixture & fastening etc

{Colour as directed by Engineer in

charge except black & Alluminum

section shall be Jindal or

equivalent brand and glass of

Modiguard, AIS or equivalent

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

38 3.00 Providing and fixing standard 3025.96 Rupees Sq.Mt.

extruded of aluminium section of Three

size 63mm x 38.10mm x 1.2mm Thousand

@ Wt. 0.643 Kg/mt with colour Twenty Five

anodized aluminium frame Jindal And Paise

Section No. 21458 for ventilation Ninety Six

with 5 mm thick frosted glass and Only

with Stainless Steel Wire mesh

shutters, rubber gasket, air lock

strip and finishing joints with

silicon sealant, with standard

extruded colour anodized

aluminium coated fittings and

fixture & fastening etc complete

for Ventilation {Colour as

directed by Engineer in charge

except black & Alluminum section

shall be Jindal or equivalent

brand and glass of Modiguard,

AIS or equivalent brand}

39 3000.00 Providing and fixing Safety grills 107.36 Rupees One Kg.

of required pattern for windows / Hundred

Door using 12 mm dia M.S Seven And

polished bars and Rectangular Paise Thirty

CRC pipes of size 50 x 30 x 2mm Six Only

at required spacing or as per

design and hold fasting with

coach bolts including one coat of

primer and two coats of Matt

finished oil painting etc complete.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

40 25.00 Providing and laying Machine cut, 2722.96 Rupees Two Sq.Mt.

Free edges, Machine polished Thousand

Granite stone slab 18 mm Seven

(Average) thick {Single piece not Hundred

more than 150 cm } for stair steps Twenty Two

and riser as per design incl. full And Paise

moulded round front edge & 1 cm Ninety Six

nosing & necessary grove on Only

trade of steps laid on 20 mm thick

cement mortar 1:6 (1 -cement :

6 coarse sand ) jointed with grey

cement slurry including rubbing

and polishing etc. complete

41 12.00 Providing and laying Polished 992.66 Rupees Nine Sq.Mt.

Kotah stone flooring over 20 Hundred

mm. (average) thick base of Ninety Two

cement mortar 1:6 (1 cement : 6 And Paise

coarse sand ) or L.M. 1:1.5 and Sixty Six

laid over and jointed with grey Only

cement slurry including rubbing

and polishing complete.

(A) 25 mm. Thick

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

42 142.00 Providing and laying 600 mm x 1625.09 Rupees One Sq.Mt.

600 mm Double Charged Vitrified Thousand

8 to 10 mm thick tile flooring over Six Hundred

20mm (ave) base of C.M. 1:6 on Twenty Five

new surface and jointed with And Paise

colour cement-slurry, and Nine Only

providing and filling the joint with

epoxy grout 3 mm width and 8 to

10 mm deep, including cost of

necessary materials, PVC

spacers, filling grout and cleaning

etc complete as directed by

engineer in charge. { Colour and

Pattern as directed by engineer in

43 18.00 Providing and laying Double 1576.61 Rupees One Sq.Mt.

Charged Vitrified Tiles 10 mm Thousand

thick in skirting risers of steps and Five Hundred

dado on 10 mm thick cement Seventy Six

plaster 1:3 (1 Cement : 3 coarse And Paise

sand) and jointed with white Sixty One

cement slurry. {MATCH TO Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

44 13.00 Providing and laying 600 mm x 1688.72 Rupees One Sq.Mt.

600 Matt Vitrified 8 to 10 mm Thousand

thick tile flooring over 20mm (ave) Six Hundred

base of C.M. 1:6 on new surface Eighty Eight

and jointed with colour cement- And Paise

slurry, and providing and filling Seventy Two

the joint with epoxy grout 4 mm Only

width and 8 to 10 mm deep,

including cost of necessary

materials, PVC spacers, filling

grout and cleaning etc complete

as directed by engineer in charge.

{ Colour and Pattern as directed

by engineer in charge.}

45 2.00 Providing and laying Matt Vitrified 1374.61 Rupees One Sq.Mt.

Tiles 10 mm thick in skirting risers Thousand

of steps and dado on 10 mm thick Three

cement plaster 1:3 (1 Cement : 3 Hundred

coarse sand) and jointed with Seventy Four

white cement slurry. {MATCH TO And Paise

FLOORING} Sixty One

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

46 16.00 Providing and laying 600 mm x 1688.72 Rupees One Sq.Mt.

600 Matt Finished Porcelain Tiles Thousand

in flooring treads of steps and Six Hundred

landing laid on a bed of 12mm Eighty Eight

thick cement mortar 1:3 (1- And Paise

cement : 3-coarse sand ) , and Seventy Two

providing and filling the joint with Only

epoxy grout 3 mm width and 8 to

10 mm deep, including cost of

necessary materials, PVC

spacers, filling grout and cleaning

etc complete as directed by

engineer in charge. { Colour and

Pattern as directed by engineer in

47 172.00 Providing and laying Digital 1441.22 Rupees One Sq.Mt.

Printed Glazed tiles of the size Thousand

300 mm x 600 mm x 8 mm in Four

skirting, risers of steps and dado Hundred

on 10 mm. thick cement plaster Forty One

1:3 (1 cement : 3 coarse sand) & And Paise

jointed with white cement slurry Twenty Two

48 71.00 Providing and laying white / 1054.67 Rupees One Sq.Mt.

colour glazed tiles 6mm thick in Thousand

skirting risers of steps and dado Fifty Four

on 10 mm thick cement plaster 1 : And Paise

3 (1 cement : 3 coarse sand) Sixty Seven

pointing in white cement and Only

jointed with white cement slurry

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

49 21.00 Providing and laying white glazed 917.25 Rupees Nine Sq.Mt.

tiles 6mm thick in flooring treads Hundred

of steps and landing laid on a bed Seventeen

of 12mm thick cement mortar 1:3 And Paise

(1- cement : 3-coarse sand ) Twenty Five

finishing with flush pointing in Only

white cement etc. complete

50 49.00 Providing and laying Mirror 4468.24 Rupees Four Sq.Mt.

polished Granite stone slab 18 Thousand

mm (Average) thick of approved Four

colour with all exposed edges half Hundred

round moulded & polished, fixing Sixty Eight

rear face of granite shall be And Paise

sanded using clean sand sieve Twenty Four

No. 10 passed, 2 mm fixed with Only

Araldite For Doors / Windows sill

& Jams Cladding as per design

incl. on 10 mm thick cement

mortar 1:3 (1 -cement : 3 coarse

sand ) jointed with grey cement

slurry including rubbing and

polishing & G.I. Fasteners as

required, etc. complete

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

51 333.50 Providing and laying water 1047.95 Rupees One Sq.Mt.

proofing treatment with China Thousand

mosaic tiles flooring over avg 40 Forty Seven

mm C.C. 1:2:4 {1 Cement : 2 sand And Paise

: 4 Kapachi / Grit 6 to 12 mm size} Ninety Five

bedding for maintaining slope for Only

plain and curve surface & 12 mm to

20 mm of broken piece of ceramic

/ glazed tiles ( one for more color

as directed ) to be laid over cement

mortar bedding of C M 1:3 (1

cement : 3 sand ) contain one Kg

of water proofing materials per bag

of O P C at plain or / and slops and

to be tempered to bring mortar

ceramic up to surface with using

white cement and colour pigment

including rounding of junctions and

extending them up to 15 cm along

the wall and curing with bends any

patterns or design as per drawing

and cleaning by using oxalic acid

52 554.00 Providing cement vata (10cm. x 23.68 Rupees Rmt

10 cm. size) quarter round in Twenty

cement mortar 1:1 including neat Three And

cement finishing, watering etc. Paise Sixty

complete. Eight Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

53 335.00 Providing and fixing pre-cast 686.90 Rupees Six Sq.Mt.

Rubber Dye / steel Dye inter Hundred

locking concrete block Semi Eighty Six

Polished surface, exposes the And Paise

grains of the concrete, removes Ninety Only

any concavity or convexity of the

product, and adds character to

the Flags or Tiles (Approved

make) 60mm thick with grade of

concrete M300 pneumatic

compressed / vibrated

mechanically and as per

approved design Confirming to IS

15658 : 2006 including 35 mm

Sand layer for levelling and filling

the joint with sand in proper line

and level as per guidelines of IRC

: SP 63-2018 etc. Complete.

54 205.00 Providing and fixing pre-cast 380.19 Rupees Rmt.

concrete kerb stone of Gray Three

cement based concrete block Hundred

30cm length, 30cm height and 15 Eighty And

cm thick of M 200 grade concrete Paise

as per approved design and Nineteen

including excavation for fixing in Only

proper line and level, filling the

joint with C:M 1:3 (1 Cement :

fine sand) etc complete

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

55 520.00 Providing 20 mm thick double 272.48 Rupees Two Sq.Mt.

coat mala cement plaster on Hundred

interior brick / concrete work for Seventy Two

plastering comprising of base And Paise

coat of 12 mm thick cement Forty Eight

plaster in cement mortar (1 Only

Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat

of cement mortar 1:2 (1 Cement :

2 Coarse sand) finished with

trowel including scaffolding curing

56 155.75 Providing 20 mm thick double 299.20 Rupees Two Sq.Mt.

coat mala cement plaster on Hundred

interior brick / concrete work for Ninety Nine

plastering comprising of base And Paise

coat of 12 mm thick cement Twenty Only

plaster in cement mortar (1

Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat

of cement mortar 1:2 (1 Cement :

2 Coarse sand) finished with

trowel including scaffolding curing

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

57 212.00 Providing 10 mm. Thick cement 153.67 Rupees One Sq.Mt.

plaster in single coat for Hundred Fifty

plastering on ceiling and soffits of Three And

stairs upto floor two level and Paise Sixty

finished even and smooth in : (I) Seven Only

Cement mortar 1:3 (1 cement :

sand) Ground Floor

58 887.75 Applying two coats of acrylic 40.59 Rupees Forty Sq.Mt.

lappy (putty) and two coats of And Paise

primer of approved brand and Fifty Nine

manufacture on new wall surface Only

to give an even shade including

thoroughly brushing the surface

free from mortar dropping and

other foreign matter and sand

papered smooth.

59 887.75 Wall painting (two coats) with 112.95 Rupees One Sq.Mt.

plastic emulsion paint of Hundred

approved brand and manufacture Twelve And

on undecorated wall surface to Paise Ninety

give an even shade including Five Only

thoroughly brushing the surface

free from mortar droppings and

other foreign matter and sand

papered smooth.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

60 527.00 20 mm. Thick Double Coat sand 336.91 Rupees Sq.Mt.

faced cement plaster on walls Three

upto All height above ground level Hundred

consisting of 12 mm. Thick Thirty Six

backing coat of c.m. 1:3 (1 And Paise

cement : 3 sand) and 8 mm. Ninety One

Thick finishing coat of c.m. 1:1 (1 Only

cement : 1 sand) including

making groove 18 mm wide and

10 mm deep as approved pattern

etc. complete as directed.

61 1508.00 20 mm. Thick sand faced 300.66 Rupees Sq.Mt.

GUTAKA FINISHED cement Three

plaster on walls upto All height Hundred And

above ground level consisting of Paise Sixty

12 mm. Thick backing coat of Six Only

c.m. 1:3 (1 cement : 3 sand) and

8 mm. Thick finishing coat of c.m.

1:1 (1 cement : 1 sand) including

making groove 6 mm wide and

mm deep as approved pattern

etc. complete as directed.

62 160.50 Providing and fixing chicken mesh 92.92 Rupees Sq.Mt.

jali with square of 12.50 x 12.50 Ninety Two

mm of 25 gauge at junction the And Paise

Brick masonary and Ninety Two

reinforcement cement concrete Only

member including fixing materials

scaffolding labour etc. complete

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

63 535.25 Providing 8 - 10 mm wide groove 15.15 Rupees Rmt.

/ notch in plaster including Fifteen And

finishing the same etc. complete Paise Fifteen

for all height. Only

64 2341.75 Finishing wall with weather proof 114.53 Rupees One Sq.Mt.

exterior emulsion paint on wall Hundred

surface (two coats) to give an Fourteen

required shape even shade after And Paise

thoroughly brushing the surface to Fifty Three

remove all dirt, and remains of Only

loose powdered materials. Etc

65 80.00 Providing 20 mm thick cement 277.40 Rupees Two Sq.Mt.

plaster in single coat on brick / Hundred

concrete wall for interior Seventy

plastering up to floor two level Seven And

finished even and smooth ( ii Paise Forty

)Cement mortar 1:3 ( 1-cement Only

,3 - sand ) and mixing Recrone -

S 5 waterproofing materials in

cement mortar in proportion

recommended by the

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

66 100.00 Providing and fixing concealed 166.86 Rupees One Rmt.

center point to wall ceiling & floor Hundred

CPVC (SDR 13.5) PIPE having Sixty Six And

National Sanitation Foundation Paise Eighty

(NSF) seal for potable water of Six Only

following dia. Nominal bore tube

fitting and clamps including

making good the wall, ceiling and

floor etc. complete.

67 200.00 Providing and fixing concealed 249.72 Rupees Two Rmt.

center point to wall ceiling & floor Hundred

CPVC (SDR 13.5) PIPE having Forty Nine

National Sanitation Foundation And Paise

(NSF) seal for potable water of Seventy Two

following dia. Nominal bore tube Only

fitting and clamps including

making good the wall, ceiling and

floor etc. complete.

68 80.00 Providing and fixing concealed 442.04 Rupees Four Rmt.

center point to wall ceiling & floor Hundred

CPVC (SDR 13.5) PIPE having Forty Two

National Sanitation Foundation And Paise

(NSF) seal for potable water of Four Only

following dia. Nominal bore tube

fitting and clamps including

making good the wall, ceiling and

floor etc. complete.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

69 80.00 Providing and fixing concealed 653.77 Rupees Six Rmt.

center point to wall ceiling & floor Hundred Fifty

CPVC (SDR 13.5) PIPE having Three And

National Sanitation Foundation Paise

(NSF) seal for potable water of Seventy

following dia. Nominal bore tube Seven Only

fitting and clamps including

making good the wall, ceiling and

floor etc. complete.

70 250.00 Providing laying and jointing in 72.65 Rupees Rmt.

true line and level 15mm dia. Seventy Two

U.P.V.C. Pipe ( SCH-40) for cold And Paise

water including fittings make as Sixty Five

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 all

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

71 200.00 Providing laying and jointing in 91.84 Rupees Rmt.

true line and level 25mm dia. Ninety One

U.P.V.C. Pipe ( SCH-40) for cold And Paise

water including fittings make as Eighty Four

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 all

72 100.00 Providing laying and jointing in 148.12 Rupees One Rmt.

true line and level 40 mm dia. Hundred

U.P.V.C. Pipe ( SCH-40) for cold Forty Eight

water including fittings make as And Paise

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 all

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

73 200.00 Providing laying and jointing in 195.67 Rupees One Rmt.

true line and level 50 mm dia. Hundred

U.P.V.C. Pipe ( SCH-40) for cold Ninety Five

water including fittings make as And Paise

approved by Engineer In Charge. Sixty Seven

Pipe shall be fixed on the wall Only

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 all

74 50.00 Providing and fixing to wall, 602.70 Rupees Six Rmt.

ceiling and floor galvanised mild Hundred Two

steel tubes (Medium grade) of the And Paise

following nominal bore, tube, Seventy Only

fittings and clamps included

making good the wall, ceiling and

75 50.00 Providing and fixing to wall, 397.87 Rupees Rmt.

ceiling and floor galvanised mild Three

steel tubes (Medium grade) of the Hundred

following nominal bore, tube, Ninety Seven

fittings and clamps included And Paise

making good the wall, ceiling and Eighty Seven

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

76 80.00 Providing and fixing to wall, 246.57 Rupees Two Rmt.

ceiling and floor galvanised mild Hundred

steel tubes (Medium grade) of the Forty Six And

following nominal bore, tube, Paise Fifty

fittings and clamps included Seven Only

making good the wall, ceiling and

77 2.00 Providing and Fixing 50mm dia. 4315.73 Rupees Four Nos.

Hex. type Bronze Gate Valve Thousand

including fixing in pipe line with Three

material & labour etc. complete Hundred

as directed by E.I.C. Fifteen And

78 8.00 Providing and fixing Heavy 163.06 Rupees One Nos.

Handle valve of approved brand & Hundred

following internal dia of Brass Sixty Three

including fixing in pipe lines etc. And Paise

Complete (A) 15 mm Dia Six Only

79 8.00 Providing and fixing Heavy 290.43 Rupees Two Nos.

Handle valve of approved brand & Hundred

following internal dia of Brass Ninety And

including fixing in pipe lines etc. Paise Forty

Complete (C) 25 mm Dia Three Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

80 6.00 Providing and fixing Heavy 417.79 Rupees Four Nos.

Handle valve of approved brand & Hundred

following internal dia of Brass Seventeen

including fixing in pipe lines etc. And Paise

Complete (E) 40 mm Dia Seventy Nine

81 6.00 Providing and fixing Butterfly 901.73 Rupees Nine Nos.

valve of approved brand & Hundred One

following internal dia of Brass And Paise

including fixing in pipe lines etc. Seventy

Complete (A) 50 mm Dia Three Only

82 12.00 Providing and fixing to wall ceiling 277.43 Rupees Two Rmt.

floor 10.0 Kg. F/Cm2 working Hundred

pressure polythene pipes of Seventy

approved or equivalent brand for Seven And

soil waste and ventilating pipes of Paise Forty

the following outside dia. low Three Only

density, complete with necessary

fittings ,wall clamps etc including

making good the wall ceiling and

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

83 222.00 Providing and fixing to wall ceiling 336.24 Rupees Rmt.

floor 10.0 Kg. F/Cm2 working Three

pressure polythene pipes of Hundred

approved or equivalent brand for Thirty Six

soil waste and ventilating pipes of And Paise

the following outside dia. low Twenty Four

density, complete with necessary Only

fittings ,wall clamps etc including

making good the wall ceiling and

84 100.00 Providing 10.0 Kg f/cm2 working 678.72 Rupees Six Rmt.

pressure polyethylene pipes of Hundred

the following outside dia. Low Seventy

density, complete with special Eight And

flange compression type fittings Paise

wall clamps etc. including making Seventy Two

good the wall, ceiling and floor. Only

including Lowering, laying and

jointing PVC pipes and specials

of following class and diameter

including cost of conveyance

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

85 520.00 Providing laying and jointing in 835.15 Rupees Eight Rmt.

true line and level 110 diameter Hundred

U.P.V.C. SWR Type B pipe Thirty Five

confirming to IS 13592-1992 with And Paise

one end plain and other end Fifteen Only

socketed with rubbering, & fitting

conforming to ISI 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 diameter x

149 mm length x 145 mm high at

every 2000 mm centre to centre

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

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

86 400.00 Providing laying and jointing in 831.22 Rupees Eight Rmt.

true line and level 160 diameter Hundred

U.P.V.C. SWR Type B pipe Thirty One

confirming to IS 13592-1992 with And Paise

one end plain and other end Twenty Two

socketed with rubbering, & fitting Only

conforming to ISI 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 diameter x

149 mm length x 145 mm high at

every 2000 mm centre to centre

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

87 4.00 Provision and fixing water closet 2530.05 Rupees Two Nos.

squatting Orissa type W.C. pan Thousand

size 580mm integral footrest and Five Hundred

100 mm P or S trap and Thirty And

including 25 mm dia CP brass Paise Five

flush valve, Health Fauset Heavy Only

duty with hook C.P. Angle stop

cock 15 mm Heavy duty with cap,

fitting and GI inlet connection etc.

comp. (A) Vitreous China long

pattern white or color

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

88 2.00 Providing and fixing SS Kitchen 4492.48 Rupees Four Nos.

Sinks With Fixing in sandwich Thousand

platform including cutting holes Four

and making goods the same, 2 Hundred

Nos.C.P. pillar cock 15mm φ Ninety Two

heavy duty swan neck, & C.P. And Paise

angle stop cock 15mm φ heavy Forty Eight

duty with cap, necessary fixtures, Only

connections and waste pipes etc

complete {FUTURA or equivalent

89 5.00 Providing and fixing flat back 6632.17 Rupees Six Nos.

Wash basin(COUNTER)or Thousand

equivalent , wall mounted 550 x Six Hundred

405 x 205 mm size snow white Thirty Two

with C.I. or M.S. bracket including And Paise

cutting holes and making good Seventeen

the same including fixing CERA Only

Cera Auxiliaries - F8050101Â or

equivalent Waste coupling full

thread, C.P. brass extension

nipple 62 mm long, S.S. flange

water super connection pipe

60cm. long and full thread waste

coupling etc. complete.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

90 3.00 Providing and fixing Conventional 11353.41 Rupees Nos.

EWC equivalent with close seat Eleven

cover including equivalent Hand Thousand

Shower (Health Faucet) with Three

8mm Dia, 1 Meter Long Flexible Hundred Fifty

Tube & Wall Hook with all fitting Three And

inlet and outlet connection and all Paise Forty

required fitting accessories etc. One Only

completed as per directed

engineer in-charge.

91 20.00 Providing and fixing PVC SWR 571.08 Rupees Five Nos.

Nahni Trap IS 14735 for drain - Hundred

100 mm diameter with jali of the Seventy One

following nominal diameter of self And Paise

cleansing design with C.I. Eight Only

screwed down or hinged grating

including the cost of cutting and

making good the walls.

92 8.00 Providing and fixing screw down 186.83 Rupees One Nos.

bib taps of following size.(A) Hundred

Brass screw down bib tap Eighty Six

polished bright. (i) 15mm dia. And Paise

93 16.00 Providing and fixing C.P.Brass 1277.65 Rupees One Nos.

screw down bib cock with flange Thousand

polish bright 15mm dia Hindware Two Hundred

plaza F-180002 C.P.brass Seventy

extension nipple 62mm long etc. Seven And

complete. Paise Sixty

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

94 10.00 Providing and fixing C.P. brass 603.19 Rupees Six Nos.

towel rail complete with C.P. Hundred

brass brackets fixed to wooden Three And

plugs with C.P. brass screws.(B) Paise

600mm x 20mm size. Nineteen

95 10.00 Providing and fixing toilet paper 418.68 Rupees Four Nos.

holder.(A) C.P. Brass Hundred

96 10.00 Providing and fixing SS 304 Soap 101.00 Rupees One Nos.

Dish as directed by Engineer in Hundred One

97 13.20 Providing and laying Polished 638.03 Rupees Six Sq.Mt.

Kota Stone slab 25 mm. thick Hundred

shelves resting on wall fix and Thirty Eight

jointed with white cement slurry And Paise

including rubbing, polishing labour Three Only

charges finishing etc. complete as

directed by Engineer in Charge

98 5.00 Providing and fixing 600mm x 833.73 Rupees Eight Nos.

450mm bevelled edge mirror of Hundred

superior glass mounted on 6mm Thirty Three

thick A.C. sheet or plywood sheet And Paise

and fixing to wooden plug with Seventy

C.P. brass screws and washers. Three Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

99 10000.00 Providing erecting and fixing 3.95 Rupees Liter

double coated ISI water tank of Three And

required capacity complying Paise Ninety

IS12701 each with all necessary Five Only

fittings and connection etc.

complete on terrace

100 9.00 Providing and fixing S.W. Gully 1292.19 Rupees One Nos.

trap with C.I. Grating brick Thousand

masonry chamber and water tight Two Hundred

C.I. Cover with frame of 300 mm. Ninety Two

X 300 size (inside) with standard And Paise

weight Nineteen

(I) Square mouth traps (C) 150 Only

mm. X 100 mm size p or R type

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

101 14.00 Constructing brick masonry 2932.93 Rupees Two Nos.

chamber for under ground C.I. Thousand

Inspection chamber and bends with Nine

bricks having crushing strength not Hundred

less than 35 Kg/cm2 in cm. 1:5 C.I. Thirty Two

Cover with frame (light duty) 455 And Paise

mm. X 610 mm. Internal Ninety Three

dimensions, total weight of cover Only

with frame to be not less than

Kgs. weight of cover 23 Kg. and wt.

of frame 15 Kg) R.C.C. top slab

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

sand : 4 graded stone aggregate

20 mm. size ) foundation concrete

1:5:10 inside plaster 15 mm. thick

with cement mortar 1:3 finished

smooth with a floating coat of neat

cement on walls & bed concrete

(I) inside dimensions, 455 mm. x

610 mm. And 450 mm. Deep for

single pipe line.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

102 14.00 Constructing brick masonry 3660.76 Rupees Nos.

chamber for under ground C.I. Three

Inspection chamber and bends with Thousand

bricks having crushing strength not Six Hundred

less than 35 Kg/cm2 in cm. 1:5 C.I. Sixty And

Cover with frame (light duty) 455 Paise

mm. X 610 mm. Internal Seventy Six

dimensions, total weight of cover Only

with frame to be not less than

Kgs. weight of cover 23 Kg. and wt.

of frame 15 Kg) R.C.C. top slab

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

sand : 4 graded stone aggregate

20 mm. size ) foundation concrete

1:5:10 inside plaster 15 mm. thick

with cement mortar 1:3 finished

smooth with a floating coat of neat

cement on walls & bed concrete

(II) inside dimensions, 500 mm. x

700 mm. And 450 mm. deep for

pipe line with one or two inlets.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

103 14.00 Constructing brick masonry 7180.44 Rupees Nos.

chamber for under ground C.I. Seven

Inspection chamber and bends with Thousand

bricks having crushing strength not One Hundred

less than 35 Kg/cm2 in cm. 1:5 C.I. Eighty And

Cover with frame (light duty) 455 Paise Forty

mm. X 610 mm. Internal Four Only

dimensions, total weight of cover

with frame to be not less than

Kgs. weight of cover 23 Kg. and wt.

of frame 15 Kg) R.C.C. top slab

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

sand : 4 graded stone aggregate

20 mm. size ) foundation concrete

1:5:10 inside plaster 15 mm. thick

with cement mortar 1:3 finished

smooth with a floating coat of neat

cement on walls & bed concrete

(iii) inside dimensions, 600 mm. x

850 mm. And 450 mm. Deep for

with three or more inlet

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

104 5.00 Constructing Manhole with R.C.C. 11029.97 Rupees No.

top slab in 1:2:4 mix (1-cement :2- Eleven

coarse sand : 4-graded stone Thousand

aggregate 20mm nominal size) Twenty Nine

foundation concrete 1:3:6 mix (1- And Paise

cement : 3- coarse sand :6-Brick Ninety Seven

bats 40 + 50mm size) inside Only

plastering 15mm thick with Cement

Mortar 1:5 (1-Cement : 5-coarse

sand) finished with a floating coat

of neat cement and making

channels in cement concrete 1:2:4

mix (1-Cement :2-Coarse sand :4-

stone aggregate 20mm nominal

size) finished smooth complete

including curing and finishing (i)

Inside size 900mm x 1200mm and

1.5M. deep including C.I. cover

with frame size 560mm diameter

total weight of cover and frame to

be not less than 128 kgs. (Wt. of

cover 64 Kg. and Wt. of frame

(A) With 230mm thick walls of

brick masonry using brick having

crushing strength not less than

35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse

sand) (1) A type depth

Metre for 150mm diameter sewer.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

105 5.00 Constructing Manhole with R.C.C. 19330.46 Rupees No.

top slab in 1:2:4 mix (1-cement :2- Nineteen

coarse sand : 4-graded stone Thousand

aggregate 20mm nominal size) Three

foundation concrete 1:3:6 mix (1- Hundred

cement : 3- coarse sand :6-Brick Thirty And

bats 40 + 50mm size) inside Paise Forty

plastering 15mm thick with Cement Six Only

Mortar 1:5 (1-Cement : 5-coarse

sand) finished with a floating coat

of neat cement and making

channels in cement concrete 1:2:4

mix (1-Cement :2-Coarse sand :4-

stone aggregate 20mm nominal

size) finished smooth complete

including curing and finishing (i)

Inside size 900mm x 1200mm and

1.5M. deep including C.I. cover

with frame size 560mm diameter

total weight of cover and frame to

be not less than 128 kgs. (Wt. of

cover 64 Kg. and Wt. of frame

(A) With 230mm thick walls of

brick masonry using brick having

crushing strength not less than

35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse

sand) (2) B type depth

Metre for 150mm diameter sewer.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

106 1.00 Providing and fixing C.I. Manhole 958.17 Rupees Nine No.

cover 0.60m x 0.45m size having Hundred Fifty

weight not less than 35 kgs. Eight And

107 400.00 Providing laying (to level or 665.48 Rupees Six Rmt.

slopes) and jointing reinforced Hundred

concrete Light duty non-pressure Sixty Five

pipes I.S. class NP2 of the And Paise

following internal diameter with Forty Eight

collar sand butt ends prepared for Only

collr joints including testing of

joints complete.(D) 300mm

108 31.00 Steel work welded in built up 8879.92 Rupees Eight Quintel

sections, framed work including Thousand

cutting, hoisting, fixing in position Eight

and applying a priming coat of red Hundred

lead paint and two coats of Matt Seventy Nine

finished oil painting etc complete. And Paise

(B) In trusses and trussed purlins Only

upto 25 m. span and 15 m.

overall height.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

109 24.00 Constructing Sandwich Platform 3314.82 Rupees Sq.Mt.

of 18 mm thick Polished Black Three

Granite at top and 30 mm thick Thousand

Kota stone slab flooring fitting at Three

bottom with cementing Materials / Hundred

adhesives including making Fourteen

necessary grooves in walls with And Paise

Vertical Kota stone 30 mm x 2 Eighty Two

No sandwich thick every 60 cm Only

centre to centre including all

labour material of approved

quality incl. full moulded round

front edge fixed in wall for

partition and jointed with grey

cement slurry including rubbing

and polishing etc. complete

110 35.00 Providing and fixing stainless 252.50 Rupees Two Rmt.

steel / Alluminum pipe approved Hundred Fifty

pattern and size for windows Two And

curtain including fixing in line and Paise Fifty

level as directed by Engineer in Only

111 60.00 Providing and fixing Decorative 454.50 Rupees Four Nos.

stainless steel Brackets approved Hundred Fifty

pattern and size for windows Four And

curtain including fixing in line and Paise Fifty

level as directed by Engineer in Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

112 22.00 Providing and fixing CUPBOARD 3122.92 Rupees Sq.Mt.

shutters using 19 mm thick Three

waterproof ( ISI 710) and fixing Thousand

0.8 mm thick decorative One Hundred

lamination sheet 20 mm x 2 mm Twenty Two

T.W. facing batten and T.W. And Paise

frame having a size 7 cm x 4 cm Ninety Two

using necessary fixtures, Only

fastening, nails, fevicol, ball

catch, magnet and inner side of

cupboard oil painting two coats

with primer coat etc. complete as

per detailed drawing.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

113 10.00 Providing and fixing drawer type 12787.61 Rupees Sq.Mt.

kitchen basket cup board using Twelve

T.W. Frame having size 5 cm x Thousand

3.2 cm and using 19 mm thick Seven

water proofing plywood ISI 710, Hundred

0.8 mm thick laminated sheet SS Eighty Seven

Telescopic 550 mm SSF channel And Paise

{ Hattich or equivalent brand} Sixty One

brass, SS fixtures and fastening Only

handles as approved quality

including using necessary screws,

fevicol, T.W. batten facing 20 mm

x 6 mm patti for plywood including

fixing SS {304} basket of 17" x

20" { 3 square, Evershine or

equivalent brand} (1) For Plain

multy purpose 100mm, (2) Plain

Multi purpose 150 mm, (3) Cup

soucesser 100mm, (4) Partition

100 mm, (5) Partition 150 mm, (6)

Cutlery 100 mm, (7) Plate

(8) Thali 200 mm (9) Vegetable

Plain 150 mm (10) Bottle Basket

150 mm (11) Pull out 150 mm

including fixing SS Telescopic

channel as per approved quality

and given detailed drawing

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

114 676.00 Providing and fixing M.S. grills / 149.48 Rupees One Kg

Gates / M.S. Pipes of required Hundred

pattern to brick walls / Columns Forty Nine

prepared with M.S. flats, angles, And Paise

Square / round bars, square Forty Eight

pipes, at required spacings with Only

necessary hold fasts as per

detailed drawing and fixing brick

walls / coping / columns etc.

complete including painting two

coat & applying primer coat.

(A) Ornamental Grill

115 272.00 Providing and fixing RAZOR Coil 395.92 Rupees Rmt

with Blade 16MM, Clips per Spiral- Three

5, Hot Dipped Galvanized 200 Hundred

GSM, Tape Thickness 0.50 MM, Ninety Five

GI Spring Core Wire 2.60MM And Paise

Thick {avg weight 9.50 Kg / 6 mt}, Ninety Two

and 5 Rows of galvanised steel Only

barbed wire weighing 9.38 Kg.

per 100 Metre in M.S. Angle

posts 45 mm. X 45 mm. X 6 mm.

and oil painting 3 coats fixed at

3.0 mt. C/C strained and fixed to

posts with G.I. staples, including

fixing posts in compound wall

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

116 7.00 Constructing cattle trap made 3816.79 Rupees SqM

from ISMC 100 border and G.I. Three

pipe 50 mm dia HEAVY DUTY at Thousand

12 cm spacing by welding and for Eight

support 2 Nos I.S.M.C. 100 x 75 x Hundred

6 section Fixing in prepared Sixteen And

chamber as per drawing by Paise

necessary arrangement etc. Seventy Nine

117 311.00 Box cutting the road surface to 207.40 Rupees Two Cu.M.

proper slope and camber for Hundred

making a base of road work Seven And

including removing the excavated Paise Forty

stuff and depositing on the road Only

side slope as directed upto50

118 119.00 Providing and laying W.B.M. of 2543.65 Rupees Two Cu.M.

B.T.M.C. metal of size 45 mm to Thousand

63 mm size including 20% Gritt Five Hundred

{Stone screening} & stone dust as Forty Three

filler including spreading, watering And Paise

& consolidation by vibratory roller Sixty Five

80KN to 100KN static weight. Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

119 130.00 Providing and laying in position 4541.97 Rupees Four Cu.M.

controlled M-250 grade concrete Thousand

for C. C. Road and curing Five Hundred

including cost of formwork, Forty One

compaction and finishing of And Paise

cement concrete road by trimix Ninety Seven

vacuum dewatering process on Only

cement concrete road surface by

using vacuum dewatering pump,

surface floater, surface vibrator

including channelling and making

grooves and rough finish to

surface by providing expansion

joints , construction joints and

filling of joints with asphalt filler as

directed by Engineer In Charge

and as per specification.

120 94.00 Providing corrugated PPGL 841.33 Rupees Eight SqM

Sheets (0.62 mm thick) roofing Hundred

fixed with Galvanized iron 'J' or 'L' Forty One

hooks bolts and nuts 8 m. And Paise

diameter with bitumen and Thirty Three

G.I.Limpet washers filled with Only

white lead complete including

ridges, gutters etc. excluding the

cost of purlins, rafters and

(1) 0.62 mm. Thick sheet

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

121 20.00 Providing and Construction of 1402.89 Rupees One Nos.

Junction chambers of size 0.35 x Thousand

0.35 x 0.60 mt. with Foundation Four

Concrete in CM 1:2:4 10 Cm Hundred Two

thick, Half Brick Masonry wall in And Paise

CM 1:4, 50 mm thick Flooring in Eighty Nine

CC 1:2:4 Inside Plaster 15 mm Only

thick in C.M. 1:4 including

connecting of rainwater pipe as

per detailed drawing and as

directed by Engineer in charge

122 2.00 Providing and constructing filter 11489.76 Rupees Nos.

chamber of size 2.06 x 1.21 x Eleven

1.20 mt. with Foundation Thousand

Concrete in CM 1:2:4 12.5 Cm Four

thick, 23 cm thick Brick masonry Hundred

in CM 1:6, Half Brick Masonry Eighty Nine

Partition wall in CM 1:4, Inside And Paise

Plaster 15 mm thick in C.M. 1:4 Seventy Six

and cover slab 10 cm thick in CM Only

1:2:4 with necessary

reinforcement and Filling 30 cm

with 25 to 40 mm size Kapachi

and Coarse sand for 90 cm as

directed including connection

rainwater pipes as per detailed as

directed by Engineer in charge

including cost of labour and

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

123 2.00 Providing water harvesting pit of 230339.59 Rupees Two Nos.

2.00 mt x 2.00mt x 4.00 mt. size Lakh(s)

for water logging with excavation Thirty

in any strata upto four meter Thousand

depth, filling the pit with B.T.Metal Three

40 mm in 0.60 mt. depth with 25- Hundred

40mm Kapachi, 0.30 mt. depth Thirty Nine

and 2.0 mt. depth with coarse And Paise

sand in layers including making Fifty Nine

P.V.C. line for water inlet etc. as Only

directed with 250mm dia bore

mt. depth and 200 mm dia P.V.C.

pipe of 6 Kg. f/Cm2 casing with

gravel packing or as directed.

124 340.00 Lawn Grass:- Filling the area upto 140.27 Rupees One Sq.Mt.

the depth of 23 cm. with good Hundred

quality of field fertile soil, breaking Forty And

the clods levelling the area, free Paise Twenty

from stone, grass roots etc. and Seven Only

farm yard manure at the rate of

cu.mt. per 100 sq. mt. mixing the

same with layer of soil, levelling

rolling, pre-planting, watering etc

and planting the lawn grass of

approved variety at 10 x 10 cm.

distance etc complete as per

detail specification and

maintenance for 3 months.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

125 32.36 Providing and Fixing chain-link 917.91 Rupees Nine Rmt.

fencing jali of 2.00 x 1.20 mt size Hundred

consisting of 50 mm MS black Seventeen

Square pipe 2mm thick, 1.50 mt And Paise

height fixed in Kerbing wall. The Ninety One

size of Chain-link jali 54 mm x 54 Only

mm 3mm thick, fixed in 1.90 m x

1.20 m size flate of 25 x 25 x

mm size angle and 25 x 3 mm

size flat patties welded with jali .

The jali shall be welded/riveted

with vertical MS pipe with

necessary holdfast to be fixed at

bottom in masonry wall as per

instruction given. The MS pipe

MS frame MS angle and chain-

link painted with 1 coat of primer

and two coat of oil paint .etc

126 10.00 Providing and fixing Outdoor SS 3535.00 Rupees Nos.

Dustbin with stands, fixing at site Three

in concrete base including at kind Thousand

of taxes, and supplying as and Five Hundred

where directed by engineer in Thirty Five

127 200.00 Drilling of Pilot bore hole in all 672.66 Rupees Six Rmt

strata by mud flush DR Rig Hundred

250/300 mm dia. Seventy Two

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

128 200.00 Reaming of 250 mm /300mm dia 410.06 Rupees Four Rmt

pilot bore Hole including Hundred Ten

assembling lowering housing And Paise

casing strainer pipes with gravel Six Only

packing clay balls packing etc

without cost of cement 550 mm

129 1.00 Cement sealing if necessary 15014.66 Rupees Job

without cost of cement by means Fifteen

of Mud Pump. Thousand

130 1.00 Lowering and removing of 100mm 31047.40 Rupees Job

dia. dropline and 32mm dia. Thirty One

airline for development of each Thousand

water bearing zones comes Forty Seven

across upto the full depth of deep And Paise

tube well of size 200mm / 250mm Forty Only

/ 300mm dia. for the tubewell

having depth 186 Mtr. and above

through suitable air compressor.

The job is for complete period of

development of tubewell. (without

air compressor charges) (Min

Hrs. & upto Sand free discharge)

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

131 12.00 Charges of air compressor of 900 9519.25 Rupees Nine Hour

CFM /200 psi capacity for Thousand

minimum 6 running hours. Five Hundred

132 225.00 Manufacture, supply and delivery 3272.68 Rupees Rmt

of ISI marked ERW M.S. pipes Three

conforming to IS: 4270/2001 with Thousand

latest amendment in random Two Hundred

length of 4 to 7 meter size Seventy Two

250mm diameter (minimum And Paise

7.10mm thickness) Sixty Eight

133 60.00 Manufacture, supply and delivery 3037.90 Rupees Rmt

of cage type Trapezoidal shape Three

('V') wire wound low carbon, Thousand

Galvanized screen pipe and Thirty Seven

stainless steel screen pipe And Paise

confirming IS: 8110 GWSSB R/C Ninety Only

(E) 250 mm dia (1) Having Size of

1.0 mm slot (Heavy Grade).

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

134 15.00 Manufacture, supply and delivery 1968.85 Rupees One Rmt

of cage type Trapezoidal shape Thousand

('V') wire wound low carbon, Nine

Galvanized screen pipe Hundred

confirming IS: 8110 GWSSB R/C Sixty Eight

(D) 200 mm dia (1) Having Size And Paise

of 1.0 mm slot (Heavy Grade). Eighty Five

135 1.00 Clamps made from M.S. Plate 2173.52 Rupees Two Pair

with Hole on either side with nuts Thousand

& bolts of Std. Make size 900mm One Hundred

x 100mm x 16 mm flat suitable for Seventy

250mm dia. pipe. Three And

136 1.00 Bore Plug having 100 mm height 1239.27 Rupees One No

made from M.S. Plate with 3 Thousand

Holes at equal distance on Two Hundred

circumference for nut bolts type Thirty Nine

locking arrangements with nut And Paise

bolts & lock nuts of Std. Make Twenty

complete from 5mm thick M.S. Seven Only

plates (for top also) suitable

250mm dia. pipe.

137 300.00 Supply of misc. bore materials 97.97 Rupees No

like steel bend plate suitable for Ninety Seven

ERW pipe of dia 250 mm of size And Paise

200m X 150mm X 6mm. Ninety Seven

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

138 1.00 Supply of ISI marked Portland 5286.34 Rupees Five Ton

cement of store or site of works Thousand

including all tax with loading, Two Hundred

unloading, freight etc. complete Eighty Six

as directed. And Paise

139 25.00 Supply of well sorted "Sevalliya" 2295.73 Rupees Two Cmt

gravels of size 40 mm to 63 mm Thousand

including carting loading, Two Hundred

unloading & stacking at site of Ninety Five

work. And Paise

140 25.00 Supply of clay ball having size of 849.41 Rupees Eight Cmt

25mm to 50mm from Sicky Clay Hundred

at site of work. Forty Nine

141 1.00 Charges of electro logging test of 18180.00 Rupees Job

bore hole.Uptron make Eighteen

electrologger with carting. Thousand

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

142 1.00 Geohydrological ground water 16160.00 Rupees Job

investigation (with vehicle Sixteen

charges) deep tube well (with Thousand

water sample testing) for One Hundred

200mm/250mm diameter deep Sixty Only

tube well (with water sample

chemical Analysis).

143 2.00 Heavy Duty clamps made from 4" 333.30 Rupees No

x 1.5" iron strin suitable for Three

column pipe 1.5" to 2" length. (E) Hundred

100mm (4") dia. Pipe. Thirty Three

144 1.00 Supplying and erecting ISI 4575.30 Rupees Four No

marked sluice valve at position Thousand

with necessary materials for Five Hundred

following size of pipe diameter (vi) Seventy Five

100mm dia. And Paise

145 1.00 Supplying and erecting CI Swing 3383.50 Rupees No

check type non-return (Reflux) Three

valve ISI marked suitable for Thousand

100mm dia. Three

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

146 8.00 Supplying & Erecting Mild Steel 248.46 Rupees Two No

heavy duty Flanges with rubber Hundred

packing and hardware materials Forty Eight

for pipe connections suitable for And Paise

(D) 100 mm (4'') Forty Six

147 3.00 Supplying & erecting G.I. Bend 646.40 Rupees Six No

for pipe connection suitable for (g) Hundred

100 mm (4") Forty Six And

148 200.00 Providing and fixing concealed 1486.52 Rupees One Rmt

center point to wall ceiling and Thousand

floor CPVC( SDR 13.5) pipe Four

having National Sanitation Hundred

Foundation (NSF) seal for potable Eighty Six

water of following nominal dia, And Paise

tube fittings and Z clamps Fifty Two

including making good the wall Only

ceiling and floor etc. complete.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

149 560.00 Providing and fixing1.20 Metre 389.25 Rupees RMT

high fencing with 2.0 Metre long Three

M.S.Angle posts 40mm x40mm Hundred

x6 mm and oil painting 3 coats Eighty Nine

fixed at 2.5Mt,C/c. with And Paise

fiveHorizontan lines and two Twenty Five

diagonals of galvanised steel Only

barbed wire weighting

Kg.per 100 Metre, strained and

fixed to posts with G.I,staples

including fixing the posts in

ground with 0.5Mx 0.5.Mx 0.5M.

block in C.C1:5:10 etc complete.

Total (Civil) :

ELECTRICAL WORK

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

150 51.00 Point wiring for Light / Bell with 485.81 Rupees Four Pt.

2-1.5 sq.mm & earth wire of 1.5 Hundred

sq.mm (Green) both are of ISI Eighty Five

marked 1.1 KV grade FRLS PVC And Paise

insulated multi strand copper Eighty One

wires up to 10 mtr length , in Only

below type of pipe erected with

6A Modular type switch / bell

push & accessories and earth

continuity of following type,

erected on PVC /

Metallic/Wooden box, single

mounting base frame covered

with textured/metallic/white front

plate modules erected on / in

wall / ceiling as per pipe erected,

with necessary Lamp

holder/ceiling rose /

H.D.Connector as directed. (f)

with medium class Rigid PVC

pipe and accessories erected

concealed in wall/ceiling

complete Cat. III

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

151 11.00 Point wiring for FAN with 2-1.5 674.68 Rupees Six Pt.

sq.mm & earth wire of 1.5 sq.mm Hundred

(Green) both are of .ISI marked 1.1 Seventy Four

KV Grade FRLS PVC insulated And Paise

multi strand copper wires up to

mtr length, in below type of pipe

erected with 6A Modular type

switch and hum free EME step type

electronic fan regulator mounted

and accessories with earth

continuity of following type erected

on PVC / Metallic/Wooden box,

single mounting base frame covered

with textured/metallic/white front

plate modules erected on / in wall /

ceiling as per pipe erected. with

necessary ceiling rose /

H.D.Connector as directed.(f) with

medium class Rigid PVC pipe and

accessories erected concealed in

wall/ceiling complete Cat. III

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

152 16.00 Point wiring for Individual Plug with 871.63 Rupees Eight Pt.

& earth wire of 1.5 sq.mm (Green) Hundred

both are of ISI marked 1.1 KV grade Seventy One

FRLS PVC insulated multi strand And Paise

copper wires up to 10 mtr length, in

below type of pipe erected

complete with Modular type switch &

5 pin Plug erected on PVC /

Metallic/Wooden box covered with

appropriate front plate modules

erected on / in wall / ceiling as per

pipe erected with following type of

accessories.[III] For 16A Plug and

16 amp switch with 2-4 sq.mm Cu.

Wire with 2.5 sq.mm ( green)

earthing wire from mcb d b board. (f)

with medium class Rigid PVC pipe

and accessories erected concealed

in wall/ceiling complete Cat. III

153 36.00 Point wiring for on board Looped 257.55 Rupees Two Pt.

Plug with 6A Modular type switch & Hundred Fifty

5 pin socket erected on PVC / Seven And

Metallic/Wooden box, single Paise Fifty

mounting base frame covered with

textured / metallic/white front plate

modules erected on / in wall /

ceiling with following type

accessories Cat. III

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

154-1 8.00 Providing following type of Modular 180.79 Rupees One Ea.

Type Accessories mounted with Hundred

PVC / metallic/Wooden box, single Eighty And

mounting base frame covered with Paise

textured / metallic/white front plate

modules erected with necessary

connections as per site situation

directed by Engineer In charge. (9)

16 Amp. SP one way switch Cat.III

154-2 8.00 (10) 6/16Amp. Universal socket 199.98 Rupees One Ea.

Cat.III Hundred

154-3 30.00 (7) Blank Plate Single Cat.III 25.25 Rupees Ea.

154-4 6.00 (4) TV Co-axial Socket outlet Cat.III 160.59 Rupees One Ea.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

155 72.00 Providing and erecting ISI mark 24.24 Rupees Mtr.

Medium class RIGID PVC PIPES of Twenty Four

following size complete to be And Paise

erected on/in wall or ceiling erected Twenty Four

with necessary PVC fittings &

Junction boxes fixed with adhesive

solution & Clamps with following dia

of pipes, in approved manner as

directed (a)20 mm

156 500.00 Providing and erecting Mains with 82.82 Rupees Mtr.

1.1 KV grade FRLS PVC insulated Eighty Two

ISI marked stranded Copper And Paise

conductor wire in following type of Eighty Two

pipe to be erected concealed in

/flushed on wall/ceiling, with 1.5 sq.

mm copper conductor FRLS PVC

insulated stranded wire of green

colour for earth continuity of

following size (A) With medium

class Rigid PVC pipe and

accessories (b) 2 wire 2.5 sq. mm

157 145.00 providing and erecting Mains with 112.11 Rupees One Mtr.

1.1 KV grade FRLS PVC insulated Hundred

ISI marked stranded Copper Twelve And

conductor wire in following type of Paise Eleven

pipe to be erected in / on wall /

ceiling with 2.5 sq. mm copper

conductor FRLS PVC insulated

stranded wire of green colour for

earth continuity of following size (A)

with medium class Rigid PVC pipe

and accessories (a) 2 wire 4 sq. mm

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

157-1 60.00 (i) 4 wire 10 sq. mm 425.21 Rupees Four Mtr.

(use earth wire of 4 sq.mm ) Hundred

158 12.00 providing and erecting Mains with 37.37 Rupees Mtr.

ISI marked, 1.5KV grade electrolyte Thirty Seven

multi stranded, annealed copper And Paise

conductor with heat resistant PVC Thirty Seven

insulated 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.(d) One wire

158-1 40.00 (f) One wire 10.00 sq. mm 91.91 Rupees Mtr.

159 68.00 Supplying and erecting Flexible PVC 46.46 Rupees Forty Mtr.

insulated multi strand multi core 1.1 Six And

kv grade ISI marked copper wires of Paise Forty

following size to be erected as Six Only

directed. (e) 1.50 Sq.mm 3 core

round PVC sheathed.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

160 90.00 Providing & Erecting approved make 62.62 Rupees Sixty Mtr.

following size of TV Co-axial flexible Two And

cable comprising inner conductor of Paise Sixty

solid bare copper insulated with Two Only

Foam PE & Secondary conductor

made of poly - Aluminium film

bonded Al. Braids @ suitable

coverage overall sheathed with

black PVC insulation. (e) RG-11

161 9.00 Providing & erecting Switch board 1133.22 Rupees One Ea.

for Computer or electric apparatus Thousand

consisting of following modular type One Hundred

accessories mounted with PVC / Thirty Three

Metallic concealed/open box with

single mounting base frame covered

with textured/metallic /white front

plate,modules erected with

necessary connections as directed

no. 6A/16A universal plug-switch

combined. 3 nos. 6A Switch 3 nos.

6A 5 pin Plug For Modular Type

Accessories Cat. III

162 2.00 Decorative call bell Ting-tong box 71.71 Rupees Ea.

type 250 volts complete erected Seventy One

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

163 5.00 Supplying and erecting LED indoor 165.64 Rupees One Ea.

fittings with LEDs of wattage 0.2 Hundred

Watt to 0.5 Watt assembled on Sixty Five

single MCPCB, with housing used And Paise

as a heat sink shall be made of thick

sheet Steel conforming to IS:

513/CRCA/ aluminium die cast

powder coated and high U.V. &

corrosion resistance with diffuser

with company mark/name 160V to

270V, Power Factor more than 0.95,

THD < 15%, CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt

,LED driver efficiency > 85 % ( fitting

required LM-79 & LM-80

Certificates)(NOTE: Below

description have shown ranges of

Wattage capacity of LED fittings.The

Engineer incharge may select any

wattage capacity between the

ranges shown.) (A) Tube Light with

integral driver (i) 5-10 Watts, Surge-

2 KV, IP-20, conventional 1 to 2 feet

163-1 26.00 (iv) 22-24 Watts, Surge - 2KV,IP-20, 373.70 Rupees Ea.

conventional 4 feet Cat-lll Three

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

164 11.00 Supplying and erecting led lamps 112.11 Rupees One Ea.

with following wattage capacity of Hundred

220 to 240 voltage, minimum 15000 Twelve And

burning hours life, 500 V in built- Paise Eleven

surge protection,Polycarbonate

diffuser, mounting suitable for E14 /

E27 / B22 lamp holders, pf >=

(A) LED Lamps integral type, with

PC diffuser suitable LAMP holder

(ii) 5 to 8 watts Cat-III

165 20.00 Supplying and erecting LED street 4997.48 Rupees Four Ea.

light / Flood light fittings with High Thousand

power White LEDs wattage of 3 Nine

Watt and above assembled on Hundred

single MCPCB, efficiency more than

130 lm/w and corrosion free High

pressure die cast aluminum housing

with smooth finish powder coated

and heat sink extruded aluminium Only

with diffuser and Polycarbonate

optics/ lenses, with toughened glass

with company mark/name engraved

or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %,

CCT 3000 K to 5700K,Uniformity

ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency >

85 %.( fittings required LM-79 & LM-

80 certificates)(NOTE: Below

description have shown ranges of

Wattage capacity of LED fittings.The

Engineer incharge may select any

wattage capacity between the

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

ranges shown.) (A) Street Light (IP-

65), Surge protection -4KV integral

and ,Light must have 440VAC line

supply with over-voltage protection.

(ii) above 48 to 60 Watts Cat-lll

165-1 8.00 (B) Flood Light (IP-65), Surge 7266.95 Rupees Ea.

protection -4KV integral and ,Light Seven

must have 440VAC line supply with Thousand

over-voltage protection. (iv) above Two Hundred

90 to 120 watts Cat-lll

165-2 4.00 (C) Post Top Lantern LED fitting 4819.72 Rupees Four Ea.

comprises of finish cast aluminum Thousand

spigot and spun aluminum canopy Eight

fixed with opal polycarbonate, pipe Hundred

arrangement for vertical mounting

driver and accessories wired upto

terminal block.IP 65 (ii)32-40W Cat-

166 4.00 Providing and erecting Approved 6173.12 Rupees Six Ea.

make Four pole moulded case Thousand

circuit breaker having breaking One Hundred

capacity ICU of 25 KA. at 415 Seventy

V,having normal current rating up to

25 A to 100A. with Fixed thermal &

magnetic release suitable to work on

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

connections, spreader tinned copper

& complete erected in existing

G.M.S. housing. ICS=100% of ICU

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

167 2.00 Providing and erecting Approved 4687.41 Rupees Four Ea.

make Earth fault Relay suitable to Thousand

mount with inter connection suitable Six Hundred

to following size of moulded case Eighty Seven

circuit breaker having CT ratio &

MCCB rating as following along with

shunt trip 220V AC. with all internal

connections & complete erected in

existing M.S.housing.. (1) 15 A -100

A , CT Ratio 1/100

168 6.00 Supplying KITKAT pattern porcelain 146.45 Rupees One Ea.

cut-out fuse with base of following Hundred

current capacity erected on existing Forty Six And

block board. (iv) 63 A 500 V Paise Forty

169 48.00 providing and erecting Miniature 112.11 Rupees One Ea.

circuit breaker single pole 6A to 25A Hundred

suitable to operate on 240 V A.C. Twelve And

system and having breaking Paise Eleven

capacity 10 KA to be erected in

existing box. confirming to IS

8828/1996 with ISI Mark Cat.III

170 4.00 Providing & erecting 240 V MCB 299.97 Rupees Two Ea.

double pole switch for motor & Hundred

inductive load (C Curve) having 10 Ninety Nine

KA breaking capacity & confirms to And Paise

IS : 8828 in existing box having

following capacity (A) 6 to 32 Amp.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

171 4.00 Providing & erecting 240 V MCB 278.76 Rupees Two Ea.

double pole switch for lighting Load Hundred

(B Curve) having 10 KA breaking Seventy

capacity & confirms to IS : 8828 in Eight And

existing box having following

capacity (A) 6 to 32 Amp.

172 8.00 Providing & erecting 415 V MCB 595.90 Rupees Five Ea.

Four Pole for Motor & Inductive Hundred

Load (C Curve) having 10KA Ninety Five

breaking capacity & confirms to IS And Paise

:8828 in existing box having

following capacity (a) 6 to 32 Amp.

173 2.00 Providing and erecting Sheet Steel 3412.79 Rupees Ea.

powder coated MCB distribution Three

board - flush / surface mounted Thousand

fitted with busbar, neutral link, earth Four

bar and DIN rail, Conforms to IS

without MCB to house appropriate

nos. of MCBs.(The DBs should be

used of same company of MCB to Seventy Nine

be used) suitable for (B) three phase Only

incoming and single phase

horizontal type outgoing Per phase

isolation type (PPI) (b) sheet steel

double door (iii)8 way

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

174 7.00 providing and erecting Approved 1969.50 Rupees One Ea.

make RCCBs conforming to IS: Thousand

12640 and having sensitivity of 30 Nine

mA and Short Circuit withstand Hundred

capacity of 10 KA and suitable for

operation on single phase

V,50Hz. having characteristic of

quick action & tripping with all

advance feature & do not

incorporate any electronic

component. for following Max. rating

erected as directed (i) 25 Amps.DP

174-1 6.00 (ii) 40Amps. DP 2235.13 Rupees Two Ea.

175 6.00 Providing and erecting Annealed 794.87 Rupees Kg.

bare Copper wire 8 to 16 SWG. Seven

176 4.00 Providing and erecting Pipe type 368.65 Rupees Ea.

earthing having 150 cms.long and Three

2.5 cms. dia. galvanised iron pipe Hundred

with coupling and buch buried in Sixty Eight

specially prepared earth pit

complete with necessary 8 SWG

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

177 4.00 For using salt and charcoal / coke 171.70 Rupees One Ea.

as required for pipe type earthing. Hundred

178 2.00 Supplying & erecting earth pit of 4591.46 Rupees Four Ea.

minimum bore dia.150mm size Thousand

approved make Earthing Electrode Five Hundred

consisting Pipe-in-Pipe Technology Ninety One

as per IS 3043-1987 made of

corrosion free hot dipped G.I.Pipes

having Outer pipe dia of 50mm

having 80-200 Micron galvanising,

Inner pipe dia of 25 mm having 200-

250 Micron galvanising, connection

terminal dia of 12mm with constant

ohmic value surrounded by highly

conductive compound with high

charge dissipation suitable for

following type of applications with

chamber and heavy duty cover.

(A)(approved make OEM has to

submit test certificate including

value of earth resistance of

installation duly stamped and signed

by agency and officer Incharge has

to ensure the value of earthing

resistane mentioned in test

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

having back filling compound of (B)

Inner chemical (CCM Compound)-

Resistivity:- 0.2 ohm / meter testing

as per IEC 62561-2017, Voltage

drop:- < 1 volt at no load & dry form,

Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound

should be capable to retain moisture

for long time Necessary test report

must be submitted by Agency. (a)

For Electrical Installation up to 440V

in normal soil Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

179 2.00 Providing & erecting weather proof, 10468.65 Rupees Ten Sq.Mtr

dust & vermin proof, floor mounted Thousand

front operated indoor type cubical Four

panel board necessary IP-42 and Hundred

above protection as per approval

from engineer incharge made from

14 SWG thick CRC M.S. sheet for

outer body & doors, 16 SWG thick

CRC M.S.sheet for internal Only

partitions with necessary accesories

, supporting angles/ flats channel

including cutting, bending, drilling,

welding, riveting with internal

partitions & cable alley as per

requirements & instruction of

engineer-in-charge with erection of

supplied switch gears, BUSBARS,

suitable size of inter connecting

PVC copper wire / copper-aluminium

strips, rubber grommets, rib, bakelite

control fuses/MCB for measuring

instruments, earth bus & earth bolts,

foundation flange - bolts-base

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

(The rates excludes the cost of

switchgears, bus bars, inter

connecting mains & Copper

Aluminium strips, meters, Fuses

etc. The dimension shall be

measured excluding base beams)

The panel shall be supplied with

following approved manufacturers

with following size.(A) locally

fabricated panel board (i) with

mm depthsufficient nos. of hinged

doors, handles with locking

arrangement and rubber

gasket,heavy duty end terminal

connection,danger notice

board,necessary ventilation,earthing

strip complete. The Panel shall be

painted with epoxy powder coating.

180 360.00 Providing and erecting 92.92 Rupees Mtr.

XLPE(IS:7098)(I)-88 ISI armoured Ninety Two

cable Aluminium conductor for 1.1 And Paise

KV. to be laid on wall with Ninety Two

necessary clamps or in existing

trench / pipe of following size of

cables. (B) 2 core 6 Sq. mm

181 50.00 Providing and erecting 183.82 Rupees One Mtr.

XLPE(IS:7098)(I)-88 ISI armoured Hundred

cable multistrand Aluminium Eighty Three

conductor for 1.1 KV. to be laid on And Paise

wall with necessary clamps or in

existing trench / pipe of following

size of cables (A) 3 1/2 core 25 Sq.

mm ( 16 Sq. mm 1/2 core)

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

182 100.00 Making trench in soft soil of suitable 55.55 Rupees Fifty Mtr.

width of 90 cm deep for laying cable Five And

or locating the fault all over the run Paise Fifty

and back filling the same and Five Only

making the surface as normal

183 110.00 Providing & laying approved make 62.62 Rupees Sixty Mtr.

Double walled corrugated pipes Two And

(DWC) of polyethylene(conforming Paise Sixty

to IS 14930 II )with necessary Two Only

connecting accessories of same

material at required depth in existing

trench for laying of cable. below

ground / road surface for enclosing

cable (A)50 mm outer dia

184 4.00 Providing and, fixing heavy duty 51.51 Rupees Fifty Ea.

flange type brass cable gland with One And

rubber ring for PVC insulated Paise Fifty

armoured cable complete with out One Only

going tails, insulating tape etc for

following size of cables.(E) 2 to

184-1 16.00 (B) 2 to 4 core 6 Sq. mm 38.38 Rupees Ea.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

185 16.00 Solder less crimping type Aluminium 15.15 Rupees Ea.

lugs conforming to IS suitable for Fifteen And

cable of following size evenly Paise Fifteen

crimped with high pressure tool & Only

connected to switchgear terminals

with brass/cadmium plated nut bolts

in an approved manner. (C) 16/25

186 11.00 Supply, Installation, Testing and 2629.03 Rupees Two Ea.

Commissioning of suitable sweep, Thousand

BEE 5 Star rated, Ceiling fan with Six Hundred

Brush Less Direct Current (BLDC) Twenty Nine

permanent ferrite magnet Motor,

class of insulation: B, Rust free

nos.Aluminium blades, 2 nos.

canopies, shackle kit with earthing

provision, copper winding, Power

factor not < 0.9, Service Value

(CMM/W) minimum 6.85, Air

delivery minimum 215 CMM,

RPM,230v (tolerance as per IS : 374-

2019), THD < 10%, compitible with

electronic regulator unit for Speed

Control and all remaining

accessories including safety pin, nut

bolts, washers, temperature rise =

75 degree C (Max.), suitable for

140 to 285 Voltage and rectifier

circuit with surge, over current and

overload protection , 50 Hz, Single

phase AC Supply, earthing etc.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

Complete as required.[ Make shall

be approved by Engineer in Charge]

(A) 1200 mm Sweep (48")

187 11.00 Supplying & erecting Fan Hook of 43.43 Rupees Forty Ea.

10 mm M.S. Round bar grouted in Three And

RCC slab with Making the site as Paise Forty

original. Three Only

188 11.00 Supplying & erecting fan hook box 108.07 Rupees One Ea.

of 10 mm M.S. round bar bounded Hundred

to the RCC bars up to 50mm length Eight And

each side and pierced through a 16 Paise Seven

Gauge M.S. box / Heavy Duty PVC

box complete erected concealed in

Ceiling with necessary finishing.

189 11.00 Providing 2.5mm.thick laminated

acrylic sheet to cover the fan hook Eighteen And

or Fan box. Paise

190 5.00 Supplying & erecting approved 1366.53 Rupees One Ea.

make low noise decorative exhaust Thousand

fan having square frame ABS body Three

with inbuilt lowers & square frame. Hundred

250mm with 1350 RPM Cat.II

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

191 12.00 Supplying and erecting approved 6874.06 Rupees Six Ea.

make Octagonal pole made from HR Thousand

sheet steel. The pole should be Eight

made as per IS. and shall be coated Hundred

with hot dip galvanizing as per IS

2629/2633/4759, suitable suspend

local wind speed with integral

Junction box consist of terminal

plate of min 6mm Hylam sheet,

standard profile 35mmX7.5mm Din-

Rail for MCB Mounting, stud type

terminal and arrangement for cable

termination to be erected With

Suitable foundation (Included) as

per details given by manufacturer

considering site requirement.(C)

Mtr. Long 70 mm Top X 130 mm

bottom dia, 3 mm thickness with

200mmX200mmX12mm base plate,

4-M16 Bolts and 600mm long with

necessary G.I. J Bolts .Approx Pole

192 8.00 Supplying & erecting approved 515.10 Rupees Five Ea.

make SMC press moulded Hundred

composite FRP. loop-in, loop-out Fifteen And

approx. 2mm thick box complete Paise Ten

with Bakelite connector strip

5way(3P+N+E),DIN rail for mounting

mob & hinged doors as per

requirement having locking

arrangements with mounting clamp

with nuts, bolts & washers suitable

for erection on pole with cable

clamps& earth bolt of following size

of box. (B) 250mm x 200mm x

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

193 8.00 Supplying and erecting Street light 622.16 Rupees Six Ea.

pole bracket comprising main B Hundred

Class GI pipe of 4.2 cm/require Twenty Two

outside dia. complete with suitable B And Paise

Class G.I. sleeve tubing of approx.

45cms.length and suitable for

76.5mm/80mm/require size of pole

top having nuts and bolts for fixing

the brackets and having spread of

0.5 mtr. Length with 110 deg.with

vertical plane and suitable welded

stiffener reducer and nipple with

check nut complete painted with one

coat.of Red oxide / PU base primer

and two coats of Aluminium / PU

paint. paint with following nos of

arms. [B] Double Arm Bracket

193-1 4.00 [A] Single Arm bracket 0.5 Mtr 491.87 Rupees Four Ea.

194 8.00 Supplying and erecting B class 343.40 Rupees Ea

galvanised iron pipe 32 mm outside Three

dia 45 cm long duly welded on 20 Hundred

cm x 20 cm x 3 mm thick M.S. base Forty Three

plate, erected on wall or corner for

mounting street light luminaire with

necessary hardware materials duly

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

195 2.00 Supplying and erecting Direct - On - 2100.80 Rupees Two Ea

Line Starter with 18 A. rating Thousand

contactor and with 3.5 Amp. 18A One Hundred

range directly operated in totally And Paise

insulated elegant enclosure for

single phase operation up to 3 HP

as per IS 13947 complete erected

on P.W. Block with necessary

connection. Cat-lll

196 2.00 Supplying and erecting approved 1275.63 Rupees One Ea

make panel mounting type Digital Thousand

Voltmeter having 3 digits LED Two Hundred

display, 0 to 750 AC Volts range Seventy Five

erected on existing panel board

with all connection, wiring etc .with

manufacturers calibration certificate.

197 2.00 Supplying and erecting approved 1558.43 Rupees One Ea

make panel mounting type Digital Thousand

Ammeter having 3 digits LED Five Hundred

display, external CT operated, Fifty Eight

calibrated for 0 to 1000 Amps

suitable to operate on 500 Volt AC

erected on existing panel board

with all connection, wiring etc .with

manufacturers calibration certificate.

198 4.00 Supplying and erecting Ammeter / 317.14 Rupees Ea

Voltmeter selector switch for 3 Three

phase AC Supply 500 V on existing Hundred

panel board with necessary Seventeen

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

199 6.00 Providing & erecting L.T. Current 274.72 Rupees Two Ea

Transformer with bar primary 50/5 to Hundred

1000/5 ratio 15 VA burden erected Seventy Four

in existing CRCA box duly secured And Paise

with insulating materials connected

200 6.00 Supplying and erecting approved 43.43 Rupees Forty Ea

make suitable panel indicator LED Three And

type lamp, lens cover, complete Paise Forty

erected with necessary connections. Three Only

201 2.00 Providing & erecting open well type 9613.18 Rupees Nine Ea

horizontal mono block pump set with Thousand

stainless steel body having following Six Hundred

specification (C) 1 H.P. single phase Thirteen And

open well motor pump set suitable

for 185 LPM discharge @ 25 mtr.

head, suitable for 32 mm dia.

Delivery pipe with control panel. Cat.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

202 2.00 Supplying & erecting approved 23821.86 Rupees Ea

make 3 phase motor control cubical Twenty

panel ( Star - Delta) made from16 Three

G. CRCA sheet duly painted with Thousand

epoxy powder painted inside and

outside with hinged doors and

locking arrangement, consisting of

suitable size of ON- OFF isolator

(AC - 3/23 duty) main fuses, single And Paise

phasing preventer cum water level. Eighty Six

Guard (Complete unit), Toggle Only

switch to by pass Single phase

preventer cum WLG, indicating

lamps for R- Y- B phases, over load

relay, Automatic water level

controller, Ammeter & Voltmeter

each with two way selector switch

incoming wires duly socket Crimped,

Panel to be erected on angle iron

frame grouted on wall as directed.

Star Delta & main contactor,

overload relay, thermal / Electronic

Star delta cutoff timer, start - stop

The isolator overload relay &

contactors of L& T, Siemens or

Cuttler Hamer make only. Panel to

be erected on angle iron frame

ground on wall. (F) S/D up to

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

203 2.00 S.I.T.C. submersible pump set for 70049.56 Rupees Ea

bore of 200 mm. dia. or more having Seventy

3 phase motor capacity about 25 Thousand

H.P. and discharge capacity having . Forty Nine

Lifting and Lowering taken extra. (A)

(12 Stage) 472 to 330 L.P.M.

discharge at the head 120 to

mtrs. suitable for 65 mm dia.

delivery pipe Cat.III

204 2.00 Supplying & erecting approved 2355.32 Rupees Two Ea

make Automatic liquid level Thousand

controller 6A. with sensor testing as Three

per instruction of Engineer in charge Hundred Fifty

on site complete with wiring

connection with existing wires , with

copper conductor from pump to

upper and lower tank.

205 2.00 Lowering of submersible motor 856.48 Rupees Eight Per

pump set at the depth of following Hundred Fifty Job

,complete with required. Nos. and Six And

size of casing pipes erected by Paise Forty

means of proper chain pulley block

& pipe wrenches after checking of

threads of each pipe with coupling to

take the load of the pump set and

pipe assembly filled up with water

(D)For Open well Horizontal

submersible pump set for sump

well (i) 1 HP to 5 HP

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

206 60.00 Providing and erecting ISI marked 104.03 Rupees One Mtr.

PVC insulated PVC Sheathed Flat Hundred

flexible Submersible copper cable Four And

approved make of following Size. Paise Three

(B) 3 Core x 2.5 Sq. mm.

206-1 400.00 (E) 3 Core x 10 Sq. mm. 295.93 Rupees Two Mtr.

207 2.00 Providing Water proof straight 278.76 Rupees Two Ea

Joint in PVC insulated flat flexible Hundred

copper cable by using insulating Seventy

material, water proofing material, Eight And

& making the joint complete. (B) Paise

16 to 35 Sq. mm Seventy Six

208 2.00 Supplying and erecting ISI 447.43 Rupees Four Ea.

marked sluice valve at position Hundred

with necessary material for Forty Seven

following size of pipe diameter. And Paise

(B) 32 mm (1.25") Forty Three

209 20.00 Supplying of following size of 179.78 Rupees One RMT.

STANDARD UPVC column pipe Hundred

with coupler and wire lock [B] 32 Seventy Nine

mm dia And Paise

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

210 360.00 Supplying of following size of 493.89 Rupees Four RMT

HEAVY UPVC column pipe with Hundred

coupler and wire lock [C] 65 mm Ninety Three

211 2.00 Supply of following size of TOP & 1900.82 Rupees One Per

BOTTOM accessories i.e. Thousand Set

Adaptor set (CI) long, pump guard Nine

set, starter pipe Rubber ring for Hundred And

submersible pump & UPVC Paise Eighty

column pipe as directed by Two Only

Engineer - in - charge with

necessary plumbing as desired.

Total (Electrical) :

Total (Civil+Electrical) :

Rs. In Words : Rupees Two Crore Thirty Lakh(s) Twenty One Thousand Nine Hundred Sixty

Six And Paise Fifteen Only

I / We am / willing to carry out the work at __________ above / below __________ percentage (should

be written in figures and words) above / below the estimated amount mentioned above. Amount of

my/our tender works out as under.

Estimated Amount put to Estimated Amount put to

Deduct _________ % Below. Add _________ % Above.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

Notes For Civil Work :-

1 The Contractor shall exhibit a board with detailed specification and details of work as directed

by the Engineer-In-Charge for which no extra payment shall be made.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R.

therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the rate

of input rate mentioned in all the tender.

5 (A) Rate of dismentalled material shall be deducted from R.A. bill at the rate mention in

attach statement here under if overall tender will be below then estimated cost.

(B) If in case of tender quoted above the rate , then estimated cost of dismentalled item

will be increased by percentage quoted by agency.

Executive Engineer

Dated signature

A'bad Medical (R&B) Division

of the contractor