NEW GUJARAT PATTERN , PROPOSED CONSTRUCTION OF HALL BUILDING AT GRAM SEVA SANCHALIT VAN SEVA VIDHYALAYA BILPUDI, TA:DHARAMPUR, DIST:VALSAD.

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 199.00 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 162.50 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 297.50 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 or 93.00 CMT. 289.06

ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including 31.00 CMT. 460.18

watering ramming, consolidating and dressing

complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-Cement : 2- 51.50 CMT. 3855.17

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 43.50 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 8.50 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 10.00 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 4.50 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

11 Providing and laying controlled cement concrete M.250 17.50 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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

12 Providing and laying controlled cement concrete M.200 17.50 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 2.50 CMT. 6309.87

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, First Floor

14 Providing and laying controlled cement concrete M.200 23.00 CMT. 6167.06

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

15 Providing and laying controlled cement concrete M.200 2.50 CMT. 6207.15

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 First Floor

16 Providing and laying controlled cement concrete M.200 2.50 CMT. 5788.31

and curing complete inculding the cost of formwork and

Excluding reinforcement for reinforced concrete work in

All Types of Stair case

17 Providing and laying controlled cement concrete M.200 1.00 CMT. 6563.99

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

18 Providing and laying controlled cement concrete M.200 1.50 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

19 Providing and laying controlled cement concrete M.200 0.50 CMT. 5835.47

and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced

concrete work in Lintel upto First Floor

20 Providing and laying controlled cement concrete M.200 3.00 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

21 Providing and laying controlled cement concrete M.200 1.00 CMT. 5779.01

and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced

concrete work in Chajja. Upto First Floor

22 Providing and fixing TMT bars Fe-500D steel 17060.00 Kg . 76.31

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).

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

23 Applying general insecticide pest control treatment to 206.50 SMT. 89.28

floors, cupboards etc including labour material etc.

complete. Using Heptachloride 20 EC. As Per 6113_pests

Consentration Weight 0.50 percent is recommended one

litre chemical emulsion dillute with

24 Brick work using common brunt clay building bricks 16.00 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

25 Brick work using common brunt clay building bricks 44.00 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

26 Brick work using common brunt clay building bricks 22.50 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

27 Providing 15mm thick cement plaster in single coat on 242.00 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

28 Providing 15mm thick cement plaster in single coat on 101.50 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

29 Providing & laying10 mm. thick cement plaster in single 191.50 SMT. 140.94

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

30 Providing & laying10 mm. thick cement plaster in single 19.00 SMT. 162.26

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) First Floor

31 20mm thick sand faced cement plaster on walls upto height 328.00 SMT. 300.65

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

32 Providing throating or plaster drip and moulding to R.C.C. 36.00 RMT. 42.16

33 Providing 20 mm deep finished groove in plaster in line 36.00 RMT. 30.30

and level etc. Comp. For all Floor

34 Providing and laying polished Granite Slab 18mm thick in 26.50 SMT. 2377.54

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.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

35 Providing and laying polished Granite Slab 18mm thick in 32.00 SMT. 2408.85

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

36 Providing and laying Vitrified tiles 8 to 10 mm thick , 24''x 179.00 SMT. 1073.12

24'' in flooring treads of steps and landing laid on abed of

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush pointing in white cement. With 4mm

epoxy grove. double charge vitrified Tiles

37 Providing and laying Vitrified tiles 8 to 10 mm thick , 24''x 8.00 SMT. 1141.45

24'' in skrting risers of steps and dedo on 10mm

thickcement plaster 1:3 (1-cement : 3-coarse sand)

andjointed with white cement slurry With 4mm epoxy

grove. double charge vitrified Tiles

38 Providing and fixing 37 mm thick flush door both sides 10.50 SMT. 3735.99

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

39 Providing and fixing window having extruded aluminum 27.00 SMT. 1713.69

Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x 31.75 mm x 1.20mm @

wt.of 0.695 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

0.457 Kg/mt with 5 mm thick transparent bronze colour

tinted float

glass with powder coated aluminum fittingsandfixtures and

transparent silicon sealant glass fixing to frame as per

details etc complete for window.

40 Providing and fixing M.S. grill of required pattern of 462.00 Kg. 112.11

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

41 Applying two coats of Birla (white cement based) or 343.50 SMT. 126.35

(acrylic lapy- putty) or equivalent & two coats of primer of

approved brand and manufacture on new wall surface to

give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter

and sand papered smooth. with Wall painting (three coats)

with plastic emulsion paint of approved brand and

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.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

42 Applying two coats of Birla (white cement based) or 210.50 SMT. 166.87

(acrylic lapy- putty) or equivalent & two coats of primer of

approved brand and manufacture on new Ceiling surface

to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter

and sand papered smooth. Ceiling painting (three coats)

with plastic emulsion paint of approved brand and

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.

43 Finishing wall with weather proof exterior emulsion paint 328.00 SMT. 160.59

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

44 Applying priming coat over new steel and other metel 14.50 SMT. 122.49

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.

45 Steel work welded in built up sections, framed work 1.00 Quintal 9047.86

including cutting, hoisting, fixing in position and applying

a priming coat of red lead paint :-

(A) In beams and joints channels angles, column, tees,

flats with connecting plates or angle cleats as in

46 Providing and fixing in position callapsible steel shutters 4.50 SMT. 5785.56

with vertical channels 20 x 10 x 2 mm braced with flat iron

diagonals 20 x 5 mm size with top and bottom rails of

T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys

complete with bolts, nuts, locki

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

47 Providing and laying integral cement based water proofing 175.00 SMT. 854.46

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

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

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

average thickness of 120 mm and minimum thickness at

48 khurra as 65and

Providing mm.laying

(Cement consumption

broken 0.511 Bags

chine mosaic /

flooring 175.00 SMT. 747.28

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 surface using

49 Providing, laying and jointing in true line and level 110 20.00 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.

Rupees Fifteen Lakh TwentyOne Thousand Six Hundred SeventyFive Paise ThirtyTwo Only

SHEDULE B Page