RETI KANKAR 2025-26 PROPOSED CONSTRUCTION OF LIBRARY AT BUHARI TA.VALOD, DIST.TAPI

Name of Work:-PROPOSED CONSTRUCTION OF LIBRARY AT VILLAGE BUHARI TA: VALOD, DIST : TAPI-

: : 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 1.5 m depth including 213.39 Cum. 120.00

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 depth 120.56 Cum. 132.86

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil

3 Filling in plinth with sand under floors including watering 24.49 Cum. 471.69

ramming, consolidating and dressing complete

4 Filling available excavated earth (Including rock in 268.42 Cum. 133.65

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering)

5 Providing & filling in plinth with murrum or yellow soil or 73.48 Cum. 296.29

selected soil in layers of 20 cm. Thickness. Incl. watering,

ramming & consolidation etc. complete.

6 Providing and laying cement concrete 1:2:4 (1- Cement 45.86 Cum. 3966.27

:2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete including cost of

formwork in (A) Foundation and Plinth (A) PCC

7 Providing and laying controlled cement concrete M.250 44.17 Cum. 4534.90

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/ Raft

8 Providing and laying controlled cement concrete M.250 5.55 Cum. 7176.05

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 Plinth

9 Providing and laying controlled cement concrete M.200 8.31 Cum. 7139.69

and curing complete inculding the cost of formwork and

Excluding reinforcement for reinforced concrete work in

in All Types of Column D) Column, Pillers, posts and

struts upto Ground Floor

10 Providing and laying controlled cement concrete M.200 3.04 Cum. 7180.94

and curing complete inculding the cost of formwork and

Excluding reinforcement for reinforced concrete work in

in All Types of Column D) Column, Pillers, posts and

struts upto First Floor

11 Providing and laying controlled cement concrete work 13.35 Cum. 6450.87

M250 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Beams. (E) Beam, upto

12 Providing and laying controlled cement concrete work 13.48 Cum. 6413.50

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Beams. Ground Floor

13 Providing and laying controlled cement concrete work 3.75 Cum. 6454.75

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Beams First Floor

14 Providing and laying controlled cement concrete work 22.16 Cum. 6356.94

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in All Types of Slabs. Ground

15 Providing and laying controlled cement concrete work 2.94 Cum. 6303.41

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in All Types of Slabs. First

(Terrace) Floor

16 Providing and laying controlled cement concrete work 1.53 Cum. 6546.82

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in All Types of Stair case upto

17 Providing and laying controlled cement concrete work 1.48 Cum. 7311.39

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in All Types of Wall,All

Thickness in Walls PARDI upto Ground Floor

18 Providing and laying controlled cement concrete work 0.14 Cum. 7352.64

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Lintel. upto Ground Floor

19 Providing and laying controlled cement concrete work 2.03 Cum. 7002.33

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Lintel. upto First Floor

20 Providing and laying controlled cement concrete work 0.34 Cum. 7043.59

M200 and curing complete including the cost of form

work but excluding the cost of reinforcement of

reinforced concrete work in Chajja. Upto Ground Floor

21 Providing and fixing TMT bars Fe-500D steel 14214.23 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 , Terrace Floor All Floor Level.

22 Brick work using common brunt clay building bricks 20.25 Cum. 4121.54

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

23 Brick work using common brunt clay building bricks 41.55 Cum. 4403.39

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

24 Brick work using common brunt clay building bricks 20.85 Cum. 4444.58

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

25 (i) Half brick masonry in common brunt clay building 62.70 Sqmt 614.83

bricks having crushing strength not less than

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

sand ) in foundation and plinth (B) Conventional

26 (i) Half brick masonry in common brunt clay building 2.70 Sqmt 669.33

bricks having crushing strength not less than

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

sand ) in foundation and plinth (B) Conventional

27 Providing 15mm thick cement plaster in single coat on 359.08 Sqmt 172.83

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)

28 Providing 15mm thick cement plaster in single coat on 84.63 Sqmt 196.80

Rough (Similar)side of single or Full/half brick walls for

interior plastering and finished even and smooth in (ii)

Cement mortar 1:4 (1-cement :4-sand) First Floor

29 Providing & laying 10 mm. thick cement plaster in single 179.03 Sqmt 155.21

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 20mm thick sand faced cement plaster on walls upto 321.38 Sqmt 337.52

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 First Floor

31 Providing and laying polished Granite Slab 18mm thick 28.84 Sqmt 2440.16

in Flooring,Risers of steps, Dedo, window sill, jembs and

pillars laid 20mm thick Cement Mortar 1:4 (1-Cement : 4-

Coarse Sand)and adhesive to fix and jointed with Grey

Cement Slurry including full molded round front edges

rubbing and polishing etc. complete.

32 Providing and laying polished Granite Slab 18mm thick 51.43 Sqmt 2446.22

in Risers of steps, Dedo, window sill, jembs and pillars

laid 10mm thick Cement Mortar 1:4 (1-Cement : 4-

Coarse Sand)and adhesive to fix and jointed with Grey

Cement Slurry including full molded round front edges

rubbing and polishing etc. complete

33 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' 133.83 Sqmt 1099.95

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 Vitrified Tiles Flooring.

34 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' 71.01 Sqmt 1169.98

x 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 Vitrified Tiles

35 Providing and fixing flush door both sides laminated 20.20 Sqmt 3373.40

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 grade I type II including

three coats of lacquer polishing to exposed wooden

surfaces and Stainless steel decorative type designs

fixtures / fastening 2Nos. Handles, 2Nos. Aldropes,

towerbolt etc. as per architectural detailed drawing and

as directed by engineer in charge..

36 Providing and fixing window having extruded aluminum 14.88 Sqmt 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 0.0.659 Kg/mt) with sliding

shutters of horizontal member size 40mm x 18mm x

1.29mm (wt.of 0.456Kg/mt), vertical member of size

40mm x 18mm x 1.29mm (wt.of 0.456Kg/mt/ Section

8948, @ Wt. 0.457 Kg/mt) 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 complete

37 Providing and fixing standared extruded of alluminium 0.72 Sqmt 1175.56

section of size 63mm x 38.10mm x 1.2mm (Jindal

Section :2434, @ Wt. 0.643 Kg/mt) with colour anodized

alluminium frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

38 Providing and fixing standared extruded of alluminium 4.20 Sqmt 1524.99

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 as

details etc complete for Fix window.

39 Providing and fixing M.S. grill of required pattern of 234.00 kg. 113.12

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

40 Applying two coats of Birla (white cement based) or 622.74 Sqmt 40.59

(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

41 Wall painting (two coats) with plastic emulsion paint of 622.74 Sqmt 81.37

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.

42 Finishing wall with weather proof exterior emulsion paint 321.38 Sqmt 117.40

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

43 Applying priming coat over new steel and other metel 2.40 Sqmt 125.72

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

44 Steel work welded in built up sections, framed work 0.36 Qui 9108.47

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 main

and cross beams, hip and jack rafters, purlins connected

to common rafters and the like.

45 Providing and laying water proofing treatment cement 163.30 Sqmt 906.98

concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-

graded stone aggregate 20mm nominal size) laid in one

layer and finished with a floating coat of neat cement. (B)

46 Providing and laying broken chine mosaic flooring 163.30 Sqmt 765.97

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 white cement including rounding off

junctions and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc. as directed.

47 Providing and fixing in position callapsible steel shutters 3.68 Sqmt 6001.94

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, locking arrangements,

stoppers handles including applying a priming coat of

read lead paint.

48 Providing and fixing Stainless Steel railing having 50 mm 72.00 kg. 435.31

dia hollow stainless steel pipe as hand rail and 32 mm

dia hollow stainless steel pipe with combination of 10 cm

long 16mm dia pipe as per virtical supports 20 mm dia

hollow stainless steel pipes Height As Per Drawing As

per Consultant Drawing , Suggesion & Instruction & EIC.

49 Providing and fixing wash down water closet (European 2.00 Nos 3998.02

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) inculding 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

inculding of 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 .

(A) vitreous China Pattern :(i) in white colour

50 Providing and fixing washbasin with single hole for pillar 3.00 Nos 2067.87

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, capstan head,

screw down high pressure with screws, shanks and back

nuts. (i) 15mm dia.,Providing and fixing brass screw

down stop tap.(A) 15mm dia..(A) Vitreous China:(ii) Flat

Back washbasin 550 mm x v 400mm size. (i) In white

51 Providing and fixing PVC SWR Nahni trap IS 14735 for 5.00 Nos 585.36

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.

52 Providing and fixing screw down bib taps of following 2.00 Nos 186.82

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

53 Providing and fixing Gun metal check or non-return 1.00 Nos 420.63

fullway wheel valve. 25mm. dia.

54 Providing and fixing Gun metal check or non-return 1.00 Nos 663.42

fullway wheel valve. 40mm. dia.

55 Providing and fixing chromium plated brass half trun flush 2.00 Nos 263.77

cock of approved quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

56 Providing and fixing ball cock of approved. quality as 1.00 Nos 132.88

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

57 Providing laying and jointing in true line and level 15mm 12.00 rmtr 72.64

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.

58 Providing laying and jointing in true line and level 5mm 9.60 rmtr 91.83

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.

59 Providing laying and jointing in true line and level 40mm 8.00 rmtr 148.11

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.

60 Providing, laying and jointing in true line and level 110mm 27.00 rmtr 857.65

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.

61 Providing and fixing S.W. gully trap with C.I. grating brick 1.00 Nos. 1246.91

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

62 Constructing Brick masonry road gully chamber 500mm x 1.00 Nos. 2017.19

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

horizontal grating wih frame complete.

63 Constructing brick masonry chamber for underground 1.00 Nos. 2932.92

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 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.

64 Providing laying (to level or slopes) and jointing 10.00 rmtr 254.89

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 dia.

65 Providing laying (to level or slopes) and jointing 10.00 rmtr 356.73

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 dia

66 Providing & fixing G.I. Rain water spout of 50 mm.dia & 2.00 Nos, 101.90

30 cm length etc.

67 Providing and fixing in position cowel went to pipes.(C) 1.00 Nos, 505.17

68 Providing erecting and fixing double coated PVC. (ISI) 1000.00 Liter 3.94

water tank of required capacity each with all necessary

fittings and connection etc. complete on terrace.

69 Providing & fixing & making Table LxBxH (1.20 x 0.60 x 1.00 Nos 14180.40

0.75) using Ply Wood ISI Brand Using IS 710 Plywood (

8mm, 10mm, 12mm, 19mm, & 25mm) Top with All side

square top for superior quality table with thickness of

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 )

70 Providing and fixing of OFFICE CHAIRS of pvc base and 1.00 Nos 3989.50

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 light, Wipro,

Godrej etc.as per selection and complete the work

satisfactorily as per instruction of architect or Engineer-in

71 Providing and placing of Study Chair With Extra Support 58.00 Nos 2888.60

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 & Instructed By

72 Providing & Fixing single Modular Reading table 56.00 Nos 6645.80

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

73 Providing & Fixing WALL Storage Cupboard 17.46 Sqmt 3100.70

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 1.5 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

74 Providing & Fixing single faced main unit and add on 16.00 Nos 13736.00

multipurpose expandable storage rack in knock down

design with Adjustable 3 shelves making 4 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

● 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

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