Reti Kankar 2026-27. Construction of Toilet Block in Various Primary School in Mahuva Taluka Dist Surat. 1. Construction of Girls Toilet Block @ Amroli Primary school, Taluka-Mahuva, District Surat 2. Construction of Boys Toilet Block At Kodada Primary school, Ta.Mahuva, Di. Surat

Name of Work:-Reti Kankar 2026-27. Construction of Toilet Block in Various Primary School in Mahuva Taluka

Dist- Surat.[1]Construction of Girls Toilet Block @ Amroli Primary school, Taluka-Mahuva, District

Surat[2]Construction of Boys Toilet Block At Kodada Primary school, Ta.Mahuva, Di. Surat

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Excavation for foundation upto 1.50 Mt depth 20.16 Cum. 123.13

including sorting out and stacking of useful materials

and disposing of the excavated stuff upto All Lead

(A) Loose or soft soil

2 Providing and laying Cement Concrete 1:2:4 (1 4.30 Cum. 3741.69

Cement : 2 coarse sand : 4 Graded stone aggregate

20mm nominal size) and curing complete excluding

cost of form work in (A) Foundation and plinth

3 Providing and laying Ordinary cement concrete 4.70 Cum. 3653.34

M.200 and curing complete including the cost of

formwork and excluding the cost of reinforcement

for reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete

4 Providing and laying Ordinary cement concrete 2.02 Cum. 8780.80

M.200 and curing complete including the cost of

formwork and excluding the cost of reinforcement

for reinforced concrete work in (D) Columns, Pillars

posts and struts upto floor two level.

5 Providing and laying Ordinary cement concrete 7.07 Cum. 6558.62

M.200 and curing complete including the cost of

formwork and excluding the cost of reinforcement

for R.C.C. work in (C)Slabs, landing, shelves,

Balconies Lintels, Beams, Girders and Cantilever

upto floor two level.

6 Filling availabale excavated earth (excluding rock) in 12.80 Cum. 136.92

trenches plinth, sides of foundations etc. in layers

not exceeding 20 cm in depth consolidating each

deposited layer by ramming and watering.

7 Filling in foundation and plinth with murrum or 4.20 Cum. 301.78

selected soil in layers of 20 cm thickness including

watering ramming and consolidating etc. complete

8 Brick work using common burnt clay building brick 0.84 Cum. 4214.33

having crushing strength not less than 35 kg/sq. cm.

in foundationand plinth in Cement mortar 1:6 (1

Cement : 6 fine sand) (B) Conventional

9 Brick work using common burnt clay building brick 11.40 Cum. 4503.04

having crushing strength not less than 35 kg/sq. cm.

in foundationand plinth in Cement mortar 1:6 (1

Cement : 6 fine sand) (B) Conventional

Brick work in Super structure above Plinth level up to

two floor level

10 Half brick masonary in common burnt clay building 21.57 Sqmt 629.84

having crushing strength not less than 35 kg/sq.cm

in cement morater 1:4 (1-cement : 4-coarse sand) in

foundation and plinth. Extra for half brick masonary

in suprestructure above plinth level upto floor two

level (B) Conventional

11 Providing ISI Mark T.M.T Bar 415 Fe reinfircement 1194.10 kg 68.33

for R.C.C. work including binding, and placing in

position complete upto floor two level.

12 Providing 10 mm thick cement plaster in single coat 137.00 Sqmt 135.47

on brick/concrete wall/ Ceiling for interior plastering

upto floor two level finished even and smooth in

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

13 Providing 10 mm thick cement plaster in single coat 106.00 Sqmt 117.93

on brick/concrete wall/ Ceiling for interior plastering

upto floor two level finished even and smooth

in(III)cement mortar 1:6 (1 cement : 6 sand)

14 Distempering with dry distemper of approved brand 243.00 Sqmt 54.96

and manufacture (two coats)and of required shade

on wall surface to give and even shade, over and

including a priming coat of whiting after thoroughly

brooming the surface free from mortar dropping

and other foreign matter

15 Finishing wall with weather proof exterior emulsion 90.94 Sqmt 120.26

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

16 Providing and laying polished Kota stone slab 12.00 Sqmt 1019.39

flooring over 20mm (Average) thick base of cement

mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5

(1-Lime putty :1.5 - coarse sand) laid over and

jointed with grey cement slurry mixed with pigment

to match the shade of slab including rubbing and

polishing etc. complete.

17 Providing and laying white glazed tiles 6mm thick in 10.30 Sqmt 900.29

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.

18 Providing and fixing 25mm thk flush door shutters 13.20 Sqmt 3002.73

fixing to M-25 RCC Pree Cast Door Frame of good

quality and approved by engineer incharge

including all exposed inside and outside faces

shutter covered by 1.00mm thk textured laminate

sheet including all necessary S.S fixtures and

fastenings & nails,screws, adhesive materials etc

complete including all charges of fixing RCC preecast

Frame and Labour. Work shall be carried out as

directed by engineer in charge

19 Providing and fixing standared extruded of 2.20 Sqmt 1301.82

alluminium section of size 63.50 x 38.10 x 1.95 mm

@ Wt 1.094Kg / Rmt with colour anodized

alluminium frame with 5 mm thick transparent

bronze colour tinted float glass with colour

anodized alluminium frame for ventilation with

mm thick frosted glass as details etc complete

20 Providing and fixing standared extruded of 2.20 Sqmt 1175.56

alluminium section of size 63mm x 38.10mm x

1.2mm @ Wt. 0.643 Kg/mt with colour anodized

alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for Ventilation

21 Providing and fixing M.S. grills of required pattern to 141.80 kg 109.41

wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or

round bars with round headed bolts and nuts or by

screws (A) Plain Grill.

22 Painting two coats (excluding priming coat) on new 4.40 Sqmt 92.87

steel and other metal surfaces with enamel paint

brushing, interior to give enamel paint brushing,

interior to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

23 Providing & fixing wash basin with single hole for 2.00 Nos 1533.32

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

including sutting holes and making good the same,

fittings. (A) Vitreous China: (ii) Flat Back wash basin

550 mm x400 mm size. (i) White Colour etc.

24 Providing and fixing water closet squatting Pan 6.00 Nos 1002.17

(Indian type W.C. Pan) size 580mm (A) Vitreous

pattern = White colour, with Gully Trap of required

Size as suggested by engineer incharge.

25 Providing erecting and fixing double coated Syntex 1000.00 Liter 3.95

or equivalent PVC (ISI) mark water tank of required

capacity each with all necessary fittings& connection

etc. complete on terrace.

26 Constructing brick masonry chamber for 4.00 Nos 2932.93

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less than

35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light

duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C.

top slabe with 1:2:4 mix (1 cement :2- coarse sand :4-

graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc.

complete.(i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

27 Providing & Fixing Ready made septic tank of 800 2.00 Nos 3636.00

mm dia. Including excavation of borrw pits laying in

line &level etc complete as directed .

28 Providing soak pit of 2.0 Cum volume including 2.00 Nos 1382.29

excavating &filling brickbats with dry masonary work

@ top for 45 cms height including providing vatas in

CM 1:3 with finishing curring etc complete.

29 Providing and fixing PVC SWR Nahni trap IS 14735 8.00 Nos 599.64

for drain - 100 mm diameter with jali of the

following nominal diameter of self cleansing design

with C.I scread down or hinged grating including the

cost of cutting and making good the walls.

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

fullway wheel valve.(C) 25mm dia.

31 Providing and fixing chromium plated brass half turn 8.00 Nos 254.78

flush cock of approved quality including fixing in pipe

line etc. complete

32 Providing and fixing screw down bib taps of 8.00 Nos 158.86

following size (C) Gun Metal screw down bib tap (i)

33 Providing and fixing to wall ceiling floor 10.0 kgf/cm2 18.00 RMT 280.23

working pressure polythene pipes of the following

outside dia low density complete with special flage

compression type fittings, wall clips etc. including

making good the wall ceiling and floor (F) 75 mm

34 Providing laying and jointing in true line and level 18.00 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 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 materials.

35 Providing laying and jointing in true line and level 14.00 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 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 materials.

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

Deputy Executive Engineer

Signature of the contractor Panchayat ( R & B) Sub Division