Const of Community Hall in Various Village of Umarpada taluka total 3 Nos. 1. CONSTRUCTION OF COMMUNITY HALL AT ADIMJUTH FALIYA UBADIBEN ARHUNBHAI KOTAVALIYA HOUSE AT VILLAGE UMARDA, TA:UMARPADA, DIST-SURAT. 2. CONSTRUCTION OF COMMUNITY HALL AT KOTAVALIYA FALIYA AT VILLAGE GHANAVAD, TA:UMARPADA, DIST-SURAT. 3. CONSTRUCTION OF COMMUNITY HALL AT ADIMJUTH FALIYA JOHARBHAI PADAVI HOUSE AT VILLAGE JODAVAN, TA:UMARPADA, DIST-SURAT.

Name of Work:- મુખ્યમંત્રી આદિમજૂથ સર્વાંગી ઉત્કર્ષ યોજનવ 2025-26. Const of Community Hall in Various Village of

Umarpada taluka total 3 Nos.[1]CONSTRUCTION OF COMMUNITY HALL AT ADIMJUTH FALIYA UBADIBEN

ARHUNBHAI KOTAVALIYA HOUSE AT VILLAGE UMARDA, TA:UMARPADA, DIST-SURAT.[2]CONSTRUCTION

OF COMMUNITY HALL AT KOTAVALIYA FALIYA AT VILLAGE GHANAVAD, TA:UMARPADA, DIST-

SURAT.[3]CONSTRUCTION OF COMMUNITY HALL AT ADIMJUTH FALIYA JOHARBHAI PADAVI HOUSE AT

VILLAGE JODAVAN, TA:UMARPADA, DIST-SURAT.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth 202.59 Cum. 122.93

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead. (A) Loose or soft soil

2 Excavation for foundation upto 1.5 m to 3.0 m 114.66 Cum. 136.47

depth including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto 50 Meter lead. (A) Loose

3 Filling available excavated earth (excluding rock 235.65 Cum. 136.91

in trenches plinth, slides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming

4 Providing & filling in plinth with murrum or yellow 64.71 Cum. 301.77

soil or selected soil in layers of 20 cm.

Thickness. Incl. watering, ramming &

consolidation etc. complete.

5 Filling in plinth with sand under floors 32.37 Cum. 481.80

including watering ramming, consolidating and

dressing complete

6 Providing and laying cement concrete 1:2:4 (1- 54.66 Cum. 3923.85

Cement : 2- coarse sand : 4- hand Machine

crushed stone aggregates 40 mmnominal size)

and curing complete including cost of formwork

7 Providing and laying controlled cement concrete 33.54 Cum. 4563.18

M.200 and curing complete inculding the cost

of formwork but Excluding the cost of

reinforcement for reinforced concrete work in

foundation, footings base of column and mass

concrete. (A) Footing

8 Providing and laying cement concrete M.200 17.58 Cum. 8001.22

and curing complete inculding the cost of

formwork but Excluding the cost of

reinforcement for reinforced concrete work in All

Types of Column D) Column, Pillers, posts and

struts , upto Plinth

9 Providing and laying cement concrete M.200 1.71 Cum. 8042.18

and curing complete inculding the cost of

formwork but Excluding the cost of

reinforcement for reinforced concrete work in All

Types of Column D) Column, Pillers, posts and

struts, upto Ground Floor

10 Providing and laying cement concrete M.200 37.02 Cum. 6321.59

and curing complete inculding the cost of

formwork but Excluding the cost of the cost of

reinforcement for reinforced concrete work in

Beams. (E) Beam, upto Plinth

11 Providing and laying cement concrete M.200 32.37 Cum. 6267.05

and curing complete inculding the cost of

formwork but Excluding the cost of

reinforcement for reinforced concrete work in All

Types of Slab,All Thickness (C) Slab upto Plinth

and Ground Floor

12 Providing and laying cement concrete M.200 0.96 Cum. 5865.06

and curing complete inculding the cost of

formwork but Excluding the cost of

reinforcement for reinforced concrete work in All

Thickness in Walls PARDI Ground Floor

13 Providing and laying cement concrete M.200 2.70 Cum. 6886.18

and curing complete inculding the cost of

formwork but Excluding the cost of

reinforcement for reinforced concrete work in All

Thickness in Walls PARDI Ground Floor

14 Providing and fixing TMT bars Fe-500D steel 14596.98 kg 77.30

reinforcement for R.C.C. work including binding,

bending and placing in position complete upto

floor two level ,Ground Floor, First Floor

Second Floor, Third Floor, Terrace Floor (all

15 Brick work using common burnt clay building 18.51 Cum. 4214.32

brick having crushing strength not less than

kg/sq. cm. in foundation and plinth in cement

mortar 1:6 ( 1 Cement: 6 fine sand) (B)

16 Brick work using common brunt clay building 65.01 Cum. 4503.04

bricks having crushing strength not less than

kg/sqcm. in superstructure above plinth level

upto floor two level in cement mortar 1:6 (1

cement :6 fine sand) etc.comp. (B) Conventional

17 Brick work using common brunt clay building 14.07 Cum. 4545.16

bricks having crushing strength not less than

kg/sqcm. in superstructure above plinth level

upto floor two level in cement mortar 1:6 (1

cement :6 fine sand) etc.comp. (B) Conventional

18 Half brick masonry in common brunt clay 112.92 Sqmt 629.83

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 -coarse sand ) in foundation and

plinth (B) Conventional

19 Providing 15mm thick cement plaster in single 592.74 Sqmt 161.19

coat on Rough (Similar)side of single or Full/half

brick walls for interior plastering upto floor two

level and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand) Ground

20 Providing 15mm thick cement plaster in single 61.20 Sqmt 185.75

coat on Rough (Similar)side of single or Full/half

brick walls for interior plastering upto floor two

level and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand) Ground

21 Providing & laying10 mm. thick cement plaster 216.00 Sqmt 148.31

in single coat on fair side of ceilings for interior

plastering upto floor two level and finishing with

smooth mala plaster.(i) Cement mortar 1:4 (1

cement : 4 sand) Ground Floor

22 20 mm thick sand faced cement plaster with on 482.82 Sqmt 315.68

wall upto all height above ground level consisting

12 mm thick backing coat of c.m. 1:3 (1 cement :

3 sand ) and 8 mm thick finishing coat of cm 1:1

(1 cement : 1 sand) etc. complete.all height etc.

23 Providing and laying polished Granite Slab 17.52 Sqmt 2190.69

18mm thick in Flooring laid 20mm thick Cement

Mortar 1:4 (1-Cement : 4-Coarse Sand) and

jointed with Grey Cement Slurry including full

molded round front edges , rubbing and

polishing etc. complete.

24 Providing and laying polished Granite Slab 79.89 Sqmt 2159.38

18mm thick in Risers of steps Dedo, window sill,

jembs and pillars laid 10 mm thick Cement

Mortar 1:4 (1-Cement : 4-Coarse Sand) and

jointed with Grey Cement Slurry including full

molded round edges , rubbing an

25 Providing and laying Vitrified tiles 8 to 10 mm 168.06 Sqmt 1120.36

thick , 24'' x 24'' in flooring treads of steps and

landing laid on a bed of 12mm thick cement

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

with flush pointing in white cement.

26 Providing and laying Vitrified tiles 8 to 10 mm 199.80 Sqmt 1195.02

thick , 24'' x 24'' in skrting risers of steps and

dedo on 10mm thick cement plaster 1:3 (1-

cement : 3-coarse sand) and jointed with white

27 Providing and fixing 37 mm thick flush door both 37.17 Sqmt 2838.10

sides laminated andshutter fabricated from

mm thick solid core malemine faced three

layered pre laminated flat pressed wood based

exterior grade bonded BWP/BWR synthetic

resin having stamped IS 12823 gra

28 Providing and fixing window having extruded 27.90 Sqmt 1583.95

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt

Kg / Rmt, horizontal two track member size

Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with

sliding shutters of horizontal member size 40mm

x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical

member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm

thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass

to frame as per details etc complete for window

29 Providing and fixing standared extruded of 6.48 Sqmt 1175.55

alluminium section of size 63mm x 38.10mm x

1.2mm (Jindal Section :2434, @ Wt.

Kg/mt) with colour anodized alluminium frame

for ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation

30 Providing and fixing M.S. grill of required pattern 864.00 kg 116.15

of windows etc. with M.S.. flats at required

spacing and frame alround square or round

headed bolts and nuts or by screws.including

applying a priming coat of red lead paint and two

coats of oil painting etc complete (A)Plain grill

31 Applying two coats of Birla (white cement 670.14 Sqmt 40.59

based) or (acrylic lapy- putty) or equivalent & two

coats of primer of approved brand and

manufacture on new wall surface,Ceiling surface

to give an even shade including thoroughly

brushing the surface free from mortar dropping

and other foreign matter and sand papered

32 Wall painting (two coats) with plastic emulsion 670.14 Sqmt 84.35

paint of approved brand and manufacture on

undecorated wall surface,Ceiling surface to give

an even shade including throughly brushing the

surface free from mortar droppings and other

foreign matter and sand papered smooth.

33 Finishing wall with weather proof exterior 482.82 Sqmt 120.26

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

34 Applying priming coat over new steel and other 34.38 Sqmt 128.62

metel surface after and including preparing the

surface by throughly cleaning, oil,grease, dirt

and other foreign matter and scoured with

brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing

red lead. and Painting two coats (excluding

priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to

give an even shade including cleaning the

surface an even shade including cleanicn the

surface of all dirt, dust and other foreign matter.

35 Providing and laying integral cement based 216.00 Sqmt 880.72

water proofing treatment including preparation of

surface as required for treatment of roofs,

balconies, terraces etc. consisting of following

(a) Applying and grouting a slurry coat of neat

cement using 2.75 kg/sqm of cement admixed

with proprietary water proofing compound

comforming to IS:2645 over the R.C.C. slab

including cleaning the surface before tratment.

(b) Laying cement concrete using broken

bricks/brick bats 25 mm to 100 mm size with

50% of cement mortar 1:5 (1 Cement : 5 Coarse

sand) admixed with proprietary water proofing

compound conforming to IS:2645

,brick bats is finally covered by jointless cement

plaster 20mm th. in C.M. 1:4 added with special

water proofing compound confirming to IS:2645

& top smooth finished with trowel with false

chequered marking of 300 mm.size.The

treatment is carried along the vertical surface of

the parapet & other adjoining wall up to height of

about 300 mm in a shape of quarter round vata

Incl. curing etc. Comp. With average thickness

of 120 mm and minimum thickness at khurra as

65 mm. '(c) The whole terrace so finished shall

be flooded with water for a minimum period of

two weeks for curing and for final test. All above

operations to be down in order and as directed

and specified by the engineer-in-charge. With

36 Providing and laying broken chine mosaic 216.00 Sqmt 779.69

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto

37 Providing and fixing Stainless Steel railing 9.00 rmt 3333.50

having 50 mm dia hollow stainless steel pipe as

hand rail and 32 mm dia hollow stainless steel

pipe with combination of 10 cm long 16mm dia

pipe as per virtical supports 20 mm dia hollow

stainless steel pipes H

38 Providing and constructing sandwitch type 7.50 rmt 3589.54

Granite stone top & bottom Kota Stone platform

0.6 mt. wide & 0.75 mt. height, including front

granite stone patti of 10 cm wide, vertical

39 Providing Kota

down water Mortar(1:1)

closet 6.00 Nos 1648.15

(European type, W.C. Pan) with integral P or S

trap including jointing the trap with soil pipe in

Cement Mortar 1:1 (1-Cement : 1-fine sand)

inculding Providing

40 Providing and fixingand fixing plastic

washbasin seat and

with single hole 6.00 Nos 2165.90

for pillar tap with C.I. or M.S. brackets painted

white including sutting holes and making good

the Providing and fixing C.P. brass waste for

Providing andor sink.

fixing(A) 32mmdia.,Providing

600mm x 450mm bevelled and 6.00 Nos 859.41

edge mirrror of superior glass mounted on 6mm

thick A.C. sheet or plywood sheet and fixing to

wooden pluge with C.P. brass screws and

Providing and fixing Kitchen sink with C.I. or 3.00 Nos 3204.92

M.S. brackets, painted white including cutting

holes in walls and making good the same (C)

S.S. & Sink.(i) 600mm x 450mm x 150mm size

43 Providing and fixing

and fixing PVCC.P.

14735 for drain - 100 mm diameter with jali of

the following nominal diameter of self cleansing

design with C.I scread down or hinged grating

44 Providing andcost of screw

fixing cuttingdown

following size.(A) Brass screw down bib tap

polished bright. (i) 15mm dia.

45 Providing and fixing Gun metal check or non- 6.00 Nos 420.63

return fullway wheel valve. 25mm. dia.

46 Providing and fixing chromium plated brass half 6.00 Nos 263.77

trun flush cock of approved quality including

fixing in pipe line etc. complete.(ii) 25mm dia.

47 Providing and fixing ball cock of approved. 3.00 Nos 132.89

quality as directed.(A) Copper Metal (A) 25mm.

48 Providing laying and jointing in true line and level 63.00 rmt 72.65

15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold

water including fittings as approved by Engineer

In Charge. Pipe shall be fixed on the wall with

49 the help oflaying

Providing clampand

jointing in metre C/C

true line or level

and shall 48.00 rmt 91.84

25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold

water including fittings as approved by Engineer

In Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C or shall

50 Providing, laying and jointing in true line and 84.00 rmt 878.57

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

conforming to IS 13592-1992 with one end plain

and other end socketed with rubber ring, &

Providingconforming

and fixingtoS.W.

ISI 14735-1999 of C.I.

gully trap with 6.00 Nos 1246.92

grating brick masonry chamber and water tight

C.I. cover with frame of 300mm x 300mm size

(inside) with standard weight.(i) Square mouth

traps.(B) 150mm

52 Constructing Brickx masonry

100mm sizeroadPgully

type 6.00 Nos 2017.19

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame

53 Constructing brick masonry chamber for 6.00 Nos 2932.93

underground C.I. Inspection chamber and bends

with briocks having croshing strength not less

than 35Kg. Cm2 in C.M. 1:5 C.I. cover with

54 frame (Light

Providing duty)

laying (to455mm

level orxslopes)

610mmand intenal

jointing 30.00 rmt 257.19

reinforced concrete Light duty non-pressure

pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for

55 Providing & including

fixing G.I.testing of joints

Rain water complete.

spout of 50 6.00 Nos 101.91

mm.dia & 30 cm length etc.

56 Providing and fixing in position cowel went to 6.00 Nos 505.17

pipes.(C) 100mm dia

57 Providing erecting and fixing double coated 3000.00 Liter 3.94

PVC. (ISI) water tank of required capacity each

with all necessary fittings and connection etc.

complete on terrace.

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in

figures and words) of the estimated rate mentioned above Amount of my / our tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed

by the Engineer – In – Charge for which no extra payment shall bemade.

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 the reisa 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division