Const of Toilet Block in Various Villages Primary School of Umarpada taluka total 6 Nos. 1.CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT GULIUMAR PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. 2. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT AMBA VELAVI PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. 3. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT DONGRIPADA PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT.4. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT HALDHARI PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. 5. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT MAULIPADA PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. 6. CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT SAMPURA PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT. (2ND TIME)

Name of Work:- મુખ્યમંત્રી આદિમજૂથ સર્વાંગી ઉત્કર્ષ યોજનવ 2025-26. Const of Toilet Block in Various Villages Primary

School of Umarpada taluka total 6 Nos.[1] CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF

NIRMAL GUJARAT 20 AT GULIUMAR PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT.[2]CONSTRUCTION

OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT AMBA VELAVI PRIMARY SCHOOL,

TA:UMARPADA , DIST-SURAT[3]CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL

GUJARAT 20 AT DONGRIPADA PRIMARY SCHOOL, TA:UMARPADA , DIST-SURAT.[4]CONSTRUCTION OF

MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL GUJARAT 20 AT HALDHARI PRIMARY SCHOOL,

TA:UMARPADA , DIST-SURAT.[5]CONSTRUCTION OF MORDEN TOILET BLOCK UNDER SCHEAM OF NIRMAL

: : 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 111.90 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 19.56 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 100.80 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 11.34 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 3.78 Cum. 481.79

including watering ramming, consolidating and

dressing complete

6 Providing and laying cement concrete 1:2:4 (1- 13.50 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 13.08 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 7.38 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 0.48 Cum. 8042.13

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 5.64 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 4.20 Cum. 6321.59

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 and 6.12 Cum. 6267.05

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

13 Providing and laying cement concrete M.200 and 1.14 Cum. 5865.05

curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for

reinforced concrete work in Lintel upto Ground

14 Providing and laying cement concrete M.200 and 1.50 Cum. 6886.20

curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for

reinforced concrete work in Chajja. Upto Ground

15 Providing and fixing TMT bars Fe-500D steel 2963.70 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

16 Brick work using common burnt clay building 5.40 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)

17 Brick work using common brunt clay building 26.88 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

18 Brick work using common brunt clay building 4.14 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

19 Half brick masonry in common brunt clay 31.74 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

20 Providing 15mm thick cement plaster in single 94.62 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

21 Providing 15mm thick cement plaster in single 18.12 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

22 Providing & laying10 mm. thick cement plaster 41.10 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

23 20 mm thick sand faced cement plaster with on 223.92 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.

24 Providing and laying polished Granite Slab 4.32 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.

25 Providing and laying polished Granite Slab 36.84 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

26 Providing and laying white glazed tiles 6mm 36.18 Sqmt 963.11

thick inflooring treads of steps and landing laid

on a bed of 12mmthick cement mortar 1:3 (1-

cement : 3-coarse sand )finishing with flush

pointing in white cement.

27 Providing and laying white glazed tiles 6mm 102.36 Sqmt 1127.48

thick inskrting risers of steps and dedo on 10mm

thick cement plaster 1:3 (1-cement : 3-coarse

sand) and jointed withwhite cement slurry

28 Providing and fixing FRP frame size 125x65 mm 31.50 Sqmt 2615.04

and 35mmthick FRP shutter having extra

reinforcement on sides &edges in polish finish.

The core of the shutter & frame is to befiled up

with injected polyurethene foam done in situ

alongwith embedded wooden pieces for

stiffening & alsotaking hinges & fintures. The

whole FRP frame & shutter is tobe water proof

weather proof, termite proof & resistance tomild

acid/alkali. Rates are to be inclusive of S.S

hinges withnecessary screws & alluminium S.S

fixtures & fastenings &

fastener sleeve.

29 Providing and fixing standared extruded of 4.32 Sqmt 1175.56

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 43.20 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 153.84 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 153.84 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 223.92 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 4.32 Sqmt 128.63

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 broken chine mosaic 38.70 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

36 Providing and fixing wash down water closet 12.00 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)

Providing 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 bevelledand 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

washers. and fixing PVC SWR Nahni trap IS

39 Providing 18.00 Nos 599.64

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

40 Providing andcost of screw

fixing cuttingdown

following size.(A) Brass screw down bib tap

polished bright. (i) 15mm dia.

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

return fullway wheel valve. 25mm. dia.

42 Providing and fixing chromium plated brass half 12.00 Nos 263.77

trun flush cock of approved quality including

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

43 Providing and fixing ball cock of approved. 6.00 Nos 132.89

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

44 Providing laying and jointing in true line and level 42.00 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

45 the help oflaying

Providing clampand

jointing in metre C/C

true line or level

and shall 31.20 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 laying

46 Providing, clampand

at every twoinmetre

jointing C/Cand

true line or shall 51.00 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, &

fittings conforming

47 Providing 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

Constructing150mmBrickx masonry

100mm sizeroadPgully

type 6.00 Nos 2017.19

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

450mm C.I. horizontal grating wih frame

49 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

50 frame (Light

Providing duty)

laying (to455mm

level orxslopes)

610mmand intenal

jointing 24.00 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

51 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.

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

pipes.(C) 100mm dia

53 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