15TH NANAPANCH (KPR- TOILET BLOCK-01 of 2025-26 CONSTRUCTION OF TOILET BLOCK IN VARIOUS SCHOOL OF TALUKA KAPRADA (1) ASTOL PRIMARY SCHOOL, (2) NADIPADA PRIMARY SCHOOL OF VILLAGE MOTIVAHIYAL, (3) TWO AANGANWADI IN VILLAGE DIXAL, (4) NEAR HIGH SCHOOL IN MOTA PONDHA AND (5) PUBLIC TOILET BLOCK AT MOTA PONDHA VILLAGE, TA:KAPARADA, DIST.VALSAD

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 75.00 CMT. 117.07

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (A)

Loose or soft soil ( I ) 0 To 1.5 mt. Depth

2 Excavation for foundation upto 1.5 m to 3.0 m depth 11.75 CMT. 129.80

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil ( II ) 1.5 To 3.0 MT

3 Filling available excavated earth (Including rock in 72.60 CMT. 130.39

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering)

4 Providing & filling in plinth with murrum or yellow soil 10.80 CMT. 289.06

watering, ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including 7.20 CMT. 460.18

watering ramming, consolidating and dressing

complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-Cement : 15.00 CMT. 3855.17

2- coarse sand : 4- hand Machine crushed stone

aggregates 40 mmnominal size) and curing complete

including cost of formwork in (A) PCC

7 Providing and laying controlled cement concrete M.250 7.25 CMT. 4419.76

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 controlled cement concrete M.250 2.50 CMT. 7963.85

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 controlled cement concrete M.200 2.75 CMT. 7927.49

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 controlled cement concrete M.200 0.30 CMT. 7967.58

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 First Floor

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

11 Providing and laying controlled cement concrete M.250 7.65 CMT. 6265.03

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

12 Providing and laying controlled cement concrete M.200 5.35 CMT. 6269.77

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced

concrete work in All Types of Beams,(E) Beam, Ground

13 Providing and laying controlled cement concrete M.200 8.30 CMT. 6229.68

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

14 Providing and laying controlled cement concrete M.200 1.45 CMT. 5795.38

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced

concrete work in Lintel upto Ground Floor

15 Providing and laying controlled cement concrete M.200 2.20 CMT. 5618.63

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced

concrete work in Chajja. Upto Ground Floor

16 Providing and fixing TMT bars Fe-500D steel 3970.00 Kg . 76.23

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 floor).

17 Brick work using common brunt clay building bricks 8.45 CMT. 4021.02

having crushing strength not less than 35 kg/sqcm. in

foundation and plinth in cement mortar 1:6 (1 cement :6

fine sand) etc.comp. (B) Conventional Ground floor

upto Plinth

18 Brick work using common brunt clay building bricks 37.10 CMT. 4295.99

having crushing strength not less than 35 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 Ground Floor

19 Brick work using common brunt clay building bricks 4.75 CMT. 4336.18

having crushing strength not less than 35 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 First Floor

20 Half brick masonry in common brunt clay building 37.50 SMT. 653.00

bricks having crushing strength not less than

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

sand ) in (B) Conventional Ground Floor

21 Providing 15mm thick cement plaster in single coat on 272.50 SMT. 153.19

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 Floor

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

22 Providing 15mm thick cement plaster in single coat on 25.00 SMT. 176.58

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) First Floor

23 Providing & laying10 mm. thick cement plaster in 72.50 SMT. 140.94

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

24 20mm thick sand faced cement plaster on walls upto 237.50 SMT. 300.65

height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete. Upto Ground Floor to

25 Providing throating or plaster drip and moulding to 49.20 RMT. 42.16

R.C.C. Chhajja.

26 Providing 20 mm deep finished groove in plaster in line 49.20 RMT. 30.30

and level etc. Comp. For all Floor

27 Providing and laying polished Granite Slab 18mm thick 65.00 SMT. 2408.85

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

28 Providing and laying Vitrified tiles 8 to 10 mm thick , 65.00 SMT. 1073.12

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.Soluble Salt PVT. Tiles in All Rooms.

29 Providing and laying white glazed tiles 6mm thick in 205.00 SMT. 1073.90

skrting risers of steps and dedo on 10mm thick cement

plaster 1:3 (1-cement : 3-coarse sand) and jointed with

white cement slurry

30 Providing and fixing 37 mm thick flush door both sides 20.00 SMT. 3737.00

laminated andshutter fabricated from 35 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

31 Providing and fixing FRP frame size 125x65 mm and 33.60 SMT. 2615.04

35mm thick FRP shutter having extra reinforcement on

sides & edges in polish finish. The core of the shutter &

frame is to be filed up with injected polyurethene foam

done in situ alongwith embedded wooden pieces for

stiffening & also taking hinges & fintures. The whole

FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are

to be inclusive of S.S hinges with necessary screws &

alluminium S.S fixtures & fastenings & fastener sleeve.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

32 Providing and fixing standared extruded of alluminium 7.50 SMT. 1175.55

section of size 63mm x 38.10mm x 1.2mm (Wt.

Kg/mt) with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

33 plastic emulsion paint of approved brand and 93.75 SMT. 120.86

manufacture on undecorated wall surface to give an even

shade including throughly brushing the surface free from

mortar droppings and other foreign matter and sand

papered smooth.

34 plastic emulsion paint of approved brand and 72.50 SMT. 126.28

manufacture on undecorated Ceiling surface to give an

even shade including throughly brushing the surface free

from mortar droppings and other foreign matter and sand

papered smooth.

35 Finishing wall with weather proof exterior emulsion 237.50 SMT. 160.59

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. Priming: Apply a liberal coat of

exterior acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended. Minimum 4-6

hours duration is required between each coat of

weather shield max paint

36 Providing and laying integral cement based water 72.50 SMT. 854.46

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc.

consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement u

',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

mm.size.The treatment is carried along

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

37 Providing and fixing wash down water closet (European 20.00 No 4248.45

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) (Seal and cover to be measured

and paid for separately)(A) vitreous China Pattern :(i) in

white colour, Providing and fixing 12.5 Litres low level

flushing cistern with a pair, of C.I. or Mild brackets,

complete with fittings such as lead valve less syphon,

15mm nom.nal size brass ball valve with polythene

float, C.P brass handle unions and couplings for

connections, with inlet, outlet and overflow pipes, 40mm

dia.porcelain enamelled flush bend including cutting

holes in walls and making good the same connecting the

flush bend with cistern and closet (overflow pipe to be

measured and paid for separately)(A) Vitreous China (I)

In white colour, Providing and fixing plastic seat and

cover for wash down water closer with C.P. brass hinges

and rubber buffers. (B) Black plastic seal and cover,

With Jet spray heavy duty with S.S. Braided hose 60 cm

38 Providing and fixing washbasin with single hole for 10.00 No 2384.71

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 washbasin or sink. (A)

32mmdia.,Providing and fixing pillar tap,

39 Providing and fixing PVC SWR Nahni trap IS 14735 for 30.00 No 571.08

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.

40 Providing and fixing screw down bib taps of following 20.00 No 186.82

size.(A) Brass screw down bib tap polished bright. (i)

41 Providing and fixing 600mm x 450mm bevelled edge 10.00 No 833.73

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.

42 Providing and fixing Gun metal check or non-return 10.00 No 420.63

fullway wheel valve. 25mm. dia.

43 Providing and fixing chromium plated brass half turn 20.00 No 263.77

flush cock of approved quality including fixing in pipe

line etc. complete.(ii) 25mm dia.

44 Providing and fixing ball cock of approved. quality as 5.00 No 132.88

directed.(A) Copper Metal (A) 25mm. dia.

45 Providing laying and jointing in true line and level 30.00 RMT. 72.64

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.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

46 Providing laying and jointing in true line and level 160.00 RMT. 91.83

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.

47 Providing, laying and jointing in true line and level 110 95.00 RMT. 836.73

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 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 diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost

of all materials.

48 Providing and fixing S.W. gully trap with C.I. grating 5.00 No 1246.91

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 x 100mm size

P or R type

49 Constructing Brick masonry road gully chamber 500mm 5.00 No. 2017.19

x 450mm x 600mm including 500mm x 450mm C.I.

horizontal grating wih frame complete.

50 Constructing brick masonry chamber for underground 5.00 No 2932.92

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.

51 Providing laying (to level or slopes) and jointing 30.00 RMT. 248.67

reinforced concrete Light duty non-pressure pipes I.S.

class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete. (B) 150 mm d

52 Providing laying (to level or slopes) and jointing 20.00 RMT. 665.47

reinforced concrete Light duty non-pressure pipes I.S.

class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete.(D) 300 mm di

53 Providing & fixing G.I. Rain water spout of 50 mm.dia 5.00 No. 101.90

& 30 cm length etc.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

54 Providing and fixing in position cowel went to pipes.(C) 5.00 No. 501.86

55 Providing erecting and fixing double coated PVC. (ISI) 2500.00 Lit 3.94

water tank of required capacity each with all necessary

fittings and connection etc. complete on terrace.

Rupees Twenty Lakh ThirtyFour Thousand One Hundred SixtyNine Paise Fifteen Only

SHEDULE B Page