PROPOSED LIBRARY WORK AT VANKAL TA: MAGROL, DIST : SURAT

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 182.00 CMT. 122.93

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 100.50 CMT. 136.47

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 229.50 CMT. 136.91

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 75.50 CMT. 301.77

watering, ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including 25.50 CMT. 481.80

watering ramming, consolidating and dressing

complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-Cement : 44.50 CMT. 3923.85

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 34.50 CMT. 4494.50

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 6.50 CMT. 8226.45

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 6.50 CMT. 8191.10

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 4.00 CMT. 8232.05

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 14.50 CMT. 6440.77

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 15.00 CMT. 6406.43

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 3.50 CMT. 6447.38

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

14 Providing and laying controlled cement concrete M.200 18.00 CMT. 6351.89

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 2.00 CMT. 6392.84

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 for 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

16 Providing and laying controlled cement concrete M.200 1.50 CMT. 6758.92

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

17 Providing and laying controlled cement concrete M.200 3.00 CMT. 5951.93

and curing complete inculding the cost of formwork

and Excluding reinforcement for reinforced concrete

work in All Types of Stair case upto Ground Floor

18 Providing and laying controlled cement concrete M.200 2.00 CMT. 5949.91

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. 5990.86

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. 5738.82

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 0.50 CMT. 5779.77

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 13657.00 Kg . 77.41

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).

23 Applying general insecticide pest control treatment to 168.00 SMT. 91.62

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 13.50 CMT. 4214.32

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

25 Brick work using common brunt clay building bricks 37.00 CMT. 4503.04

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 19.50 CMT. 4545.16

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 Half brick masonry in common brunt clay building 33.50 SMT. 685.65

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

28 Providing 15mm thick cement plaster in single coat on 295.50 SMT. 161.19

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

29 Providing 15mm thick cement plaster in single coat on 87.00 SMT. 185.75

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

30 Providing & laying10 mm. thick cement plaster in 163.50 SMT. 148.31

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

31 Providing & laying10 mm. thick cement plaster in 16.00 SMT. 171.24

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) First

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

32 20mm thick sand faced cement plaster on walls upto 259.50 SMT. 315.68

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

33 Providing throating or plaster drip and moulding to 60.00 RMT. 44.27

R.C.C. Chhajja.

34 Providing and laying polished Granite Slab 18mm thick 19.00 SMT. 2377.54

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.

35 Providing and laying polished Granite Slab 18mm thick 43.00 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

36 Providing and laying Vitrified tiles 8 to 10 mm thick , 140.00 SMT. 1120.36

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.

37 Providing and laying Vitrified tiles 8 mm thick , 24'' x 58.00 SMT. 1195.02

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

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

jointed with white cement slurry Soluble Salt PVT. Tiles

in All Rooms.

38 Providing and fixing 37 mm thick flush door both sides 8.50 SMT. 3767.30

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 FRP frame size 125x65 mm and 7.00 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.

40 Providing and fixing window having extruded aluminum 16.50 SMT. 1583.95

Colour anodized section frame main outer size 95mm x

24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal

Three track member size 92mm x 31.75mm x

1.30mm,@ Wt.1.07 Kg/mt , vertical member of size

92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with

two sliding shutters of horizontal member size

mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical

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

0.456Kg/mt/ with one mosquito net with 5 mm thick

transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc

41 Providing and fixing standared extruded of alluminium 1.00 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

42 Providing and fixing M.S. grill of required pattern of 195.00 Kg. 117.16

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

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

43 Applying two coats of Birla (white cement based) or 382.50 SMT. 130.64

(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.

44 Applying two coats of Birla (white cement based) or 179.50 SMT. 173.19

(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.

45 Finishing wall with weather proof exterior emulsion 259.02 SMT. 166.65

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

46 Applying priming coat over new steel and other metel 6.50 SMT. 128.62

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

47 Steel work welded in built up sections, framed work 0.92 Quintal 9108.48

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

48 Providing and laying integral cement based water 163.50 SMT. 880.72

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

49 Providing and laying broken chine mosaic flooring 163.50 SMT. 779.69

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

50 Providing and fixing Stainless Steel railing having 50 12.00 RMT. 3101.71

mm dia hollow stainless steel pipe as hand rail and

mm dia hollow stainless steel pipe with combination of

10 cm long 16mm dia pipe as per virtical supports

mm dia hollow stainless steel pipes H

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

51 Providing and fixing wash down water closet (European 2.00 No 4327.52

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

52 Providing and fixing washbasin with single hole for 2.00 No 2461.70

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,

53 Providing and fixing PVC SWR Nahni trap IS 14735 for 4.00 No 599.63

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.

54 Providing and fixing screw down bib taps of following 4.00 No 186.82

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

55 Providing and fixing 600mm x 450mm bevelled edge 2.00 No 859.40

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.

56 Providing and fixing Gun metal check or non-return 2.00 No 420.63

fullway wheel valve. 25mm. dia.

57 Providing and fixing Gun metal check or non-return 2.00 No 663.42

fullway wheel valve. 40mm. dia.

58 Providing and fixing chromium plated brass half turn 2.00 No 263.77

flush cock of approved quality including fixing in pipe

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

59 Providing and fixing ball cock of approved. quality as 1.00 No 132.88

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

60 Providing laying and jointing in true line and level 18.00 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.

61 Providing laying and jointing in true line and level 32.00 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.

62 Providing laying and jointing in true line and level 10.00 RMT. 195.66

50mm 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

63 Providing, laying and jointing in true line and level 110 26.00 RMT. 878.56

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.

64 Providing and fixing S.W. gully trap with C.I. grating 1.00 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

65 Constructing Brick masonry road gully chamber 500mm 1.00 No. 2017.19

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

horizontal grating wih frame complete.

66 Constructing brick masonry chamber for underground 1.00 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.

67 Providing laying (to level or slopes) and jointing 5.00 RMT. 257.18

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

68 Providing laying (to level or slopes) and jointing 5.00 RMT. 359.84

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.(C) 250 mm di

69 Providing laying (to level or slopes) and jointing 5.00 RMT. 678.02

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

70 Providing & fixing G.I. Rain water spout of 50 mm.dia 2.00 No. 101.90

& 30 cm length etc.

71 Providing and fixing in position cowel went to pipes.(C) 2.00 No. 505.17

72 Providing erecting and fixing double coated PVC. (ISI) 1000.00 Lit 3.94

water tank of required capacity each with all necessary

fittings and connection etc. complete on terrace.

73 Providing & fixing & making Table LxBxH (1.20 x 1.00 NOS. 14180.40

0.60 x 0.75) using Ply Wood ISI Brand Using IS

Plywood ( 8mm, 10mm, 12mm, 19mm, & 25mm) Top

with All side square top for superior quality table with

thickness of 25 mm.All the outer & Inner surface cover

by I.S.I. brand Sunmica of Formica , silicone ,bloom

green or equivalent & inner 1.5mm thick Laminate

Sheet silicone or bloom or equivalent Brand.using

drawer channel of Hetich brand & handle s.s. matt &

drawer lock , including S.S Screws , necessary hardware

etc. complete including necessary polish, hardware and

labour etc. As per attached drawing & instructed by in

charge Consultant. key board tray, CPU stand Ebaco

Brand, drawer cabinat,horizontal - vertical cable cover,

LEG frame )

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

74 Providing and fixing of OFFICE CHAIRS of pvc base 1.00 NOS. 3989.50

and armrest,40 density high mould foam in seat and

back,or mesh, pu upholstry,multi funtional mechenism,

bifma class IV gas lift and p.a castors,REVOLVING

chairs as per the specified company of HOF, Feather

the work satisfactorily as per instruction of architect or

Engineer-in charge

75 Providing and placing of Study Chair With Extra 25.00 Nos. 2666.40

Support Of Pips Must Be required For Long Time Usage

Chair Overall Size (approx): H-83 x W-52 x D- 60 (cm)

Material Description: Seat & Back: Seat & back from

hot mould plywood of minimum 12 mm thickness of

ergonomic design to avoid back pain. Cushioning: PU

foam having density of 40 kg for back and 50kgs/m3 for

seat. Average thickness of foam not less than 50 mm +

10 mm Polly foam.

Tapestry: Minimum average weight required 400to490

gms per sq. mtr,with average weight of 450 grams per

square meter ● Frame structure: 4 legs type Frame and

handle for arm rest from ERW prime quality tube of

swg, reinforced at all bends for static and impact load

with cushioning effect

● Finishing: All steel parts will be epoxy polyester

powder coated to the thickness not less than 50 microns

finish after 10 tank anti-rust treatment and B grade

phosphating (in house) & same will be demonstrated to

the Engineer incharge during pre-dispatch Inspection.

● Product Shoud be Tested by approved BIFMA

standard laboratories confirming to ANSI/BIFMA X 5.1-

2002 Cl. No. 5,7,8,12,13,17 on functional requirement.

Certificets Should be submiting With Supply

,Without certificets Product Will Not Be Accepted.All

work must be done As per Architect Drawing &

76 Instructed

Providing &ByFixing

Site Engineer

single Modular Reading table 5.00 Nos. 5767.10

Table Size 900 x 610 x 760 with 1370mm high partition

and extra shelf for bags

Table top made with 19mm thick Semi water proof

plywood of ISO 303, with all sides border of 40 mm

thick in 19mm thick ply wood, single side seating

system , with extra book shelf above top , foot rest, All

outer surfaces are to be laminated with 1.0 mm laminate

and bottom of table are to be laminated with 0.80mm

laminate sheet as approved by architect. Including all

necessary hardware & fittings such as screw, buffer,

bonding material etc.(Wall facing modular reading

tables) . all work must be done As per Architect

Drawing & Instructed By Site Engineer Table

77 Providing & Fixing Reading table 6.00 Nos. 12847.20

Table Size 2400 x 1200 x 760 with frame 50 x 35 x

mm thick frame work with foot rest

Table top made with 19mm thick water proof plywood

of ISO 710, with all sides border of 40 mm thick in

19mm thick ply wood, single side seating system , with

extra book shelf above top , foot rest, All outer surfaces

are to be laminated with 1.5 mm laminate and bottom of

table are to be laminated with 0.80mm laminate sheet as

approved by architect. Including all necessary hardware

& fittings such as screw, buffer, bonding material

etc.(Wall facing modular reading tables) . all work must

be done As per Architect Drawing & Instructed By Site

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

78 Providing & Fixing Reading table 4.00 Nos. 7979.00

Table Size 1200 x 1200 x 760 with frame 50 x 35 x

mm thick frame work with foot rest

Table top made with 19mm thick water proof plywood

of ISO 710, with all sides border of 40 mm thick in

19mm thick ply wood, single side seating system , with

extra book shelf above top , foot rest, All outer surfaces

are to be laminated with 1.5 mm laminate and bottom of

table are to be laminated with 0.80mm laminate sheet as

approved by architect. Including all necessary hardware

& fittings such as screw, buffer, bonding material

etc.(Wall facing modular reading tables) . all work must

be done As per Architect Drawing & Instructed By Site

79 Providing & Fixing WALL Storage Cupboard 16.20 Sq.mt 2666.40

Size 2000 x 500 x 3000 with 5 self , 2 nos door 19 mm

plywood with 4 mm glass panal door,

Storage self made with 12mm thick water proof plywood

of ISO 710, door sides border of 20 mm thick in teak

wood, All outer surfaces are to be laminated with

mm laminate and internal laminated with 0.80mm

laminate sheet as approved by architect. Including all

necessary hardware & fittings such as screw, buffer,

bonding material etc.all work must be done As per

Architect Drawing & Instructed By Site Engineer

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

80 Providing & Fixing Double faced Main and add on unit 4.00 Sq.mt 11079.70

M.S. Book Rack

multipurpose expandable storage rack in knock down

design with Adjustable 3 shelves making

compartments in both sides of 20swg thick.

TATA/Essar/Jindal sheet IS

Approximate size H-1524 X W-915 X D-535mm

● Storage shelf of 22swg thick. TATA/Essar/Jindal

CRCA sheet IS

● All steel parts will be epoxy polyester powder coated

to the thickness not less than 50 microns finish after

tank anti-rust treatment and B grade phosphating (in

house) & same will be demonstrated to the purchaser

during pre-dispatch inspection.

● Bottom Frame of 25*25*1.21mm Thik, ERW Square

MS Tube With Adjustable Stud .With Extra 2 Book

Support On each Shelf

all work must be done As per Architect Drawing &

Instructed By Site Engineer

81 Providing & Fixing single faced main unit and add on 4.00 Sq.mt 7534.60

M.S. Book Rack

multipurpose expandable storage rack in knock down

design with Adjustable 3 shelves making

compartments of 20swg thick. TATA/Essar/Jindal

CRCA sheet IS

Approximant size H-1524 X W-915 X D-380mm

● Storage shelf of 22swg thick. TATA/Essar/Jindal

CRCA sheet IS

● All steel parts will be epoxy polyester powder coated

to the thickness not less than 50 microns finish after

tank anti-rust treatment and B grade phosphating (in

house) & same will be demonstrated to the purchaser

during pre-dispatch inspection.

● Bottom Frame of25*25*1.21mm Thik, ERW Square

MS Tube With Adjustable Stud .With Extra 2 Book

Support On Each Shelf . all work must be done As per

Architect Drawing & Instructed By Site Engineer

Rupees ThirtyEight Lakh EightyThree Thousand EightyOne Paise NinetySix Only

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen

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

Estimated Amount Put to tender. 38,83,081.96 Estimated Amount Put to tender.

Deduct…........ % Below Deduct…........ % Below

In Words In Words

(1) The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

(2) The labour cess 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 there is a 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.

Signature of Bidder

Deputy Executive Engineer Divisional Accountant

Panchayat ( R&B) Sub Division Panchayat ( R&B) Division

Mangrol Surat

Executive Engineer

Panchayat ( R&B) Division

SHEDULE B Page