PMKKKY 2025-26 PROPOSED CONSTRUCTION OF LIBRARY AT CHIKHALI BHENSROT TA:SONGADH, DIST.TAPI

Name of Work:-PMKKKY 2025-26 PROPOSED CONSTRUCTION OF LIBRARY AT VILLAGE CHIKHALI

BHENSROT TA: SONGADH, DIST : TAPI-VYARA.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Excavation for foundation upto 1.5 m depth 213.39 Cum. 120.00

including 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 120.56 Cum. 132.86

depth including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto 50 Meter lead. (A) Loose or

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

watering ramming, consolidating and dressing

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 73.48 Cum. 296.29

soil or selected soil in layers of 20 cm. Thickness.

Incl. watering, ramming & consolidation etc.

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

Cement :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 44.17 Cum. 4534.90

M.250 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)

8 Providing and laying controlled cement concrete 5.55 Cum. 7176.05

M.250 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

9 Providing and laying controlled cement concrete 8.31 Cum. 7139.69

M.200 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

10 Providing and laying controlled cement concrete 3.04 Cum. 7180.94

M.200 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

11 Providing and laying controlled cement concrete 13.35 Cum. 6450.87

work 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 Plinth

12 Providing and laying controlled cement concrete 13.48 Cum. 6413.50

work 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 3.75 Cum. 6454.75

work 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 22.16 Cum. 6356.94

work 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 Floor

15 Providing and laying controlled cement concrete 2.94 Cum. 6303.41

work 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 1.53 Cum. 6546.82

work 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 Ground Floor

17 Providing and laying controlled cement concrete 1.48 Cum. 7311.39

work 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

18 Providing and laying controlled cement concrete 0.14 Cum. 7352.64

work 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 2.03 Cum. 7002.33

work 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 0.34 Cum. 7043.59

work 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 20.25 Cum. 4121.54

bricks having crushing strength not less than

kg/sqcm. in foundation and plinth in cement

mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)

Conventional Ground floor upto Plinth

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

bricks having crushing strength not less than

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

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

bricks having crushing strength not less than

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 62.70 Sqmt 614.83

building bricks having crushing strength not less

than 35 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 2.70 Sqmt 669.33

building bricks having crushing strength not less

than 35 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 359.08 Sqmt 172.83

coat on 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

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

coat on 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 179.03 Sqmt 155.21

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

30 20mm thick sand faced cement plaster on walls 321.38 Sqmt 337.52

upto 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 28.84 Sqmt 2440.16

18mm thick 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 51.43 Sqmt 2446.22

18mm thick 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 133.83 Sqmt 1099.95

thick , 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

Vitrified Tiles Flooring.

34 Providing and laying Virtified tiles 8 to 10 mm 71.01 Sqmt 1169.98

thick , 24'' 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 20.20 Sqmt 3373.40

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 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

36 Providing and fixing window having extruded 14.88 Sqmt 1713.69

aluminum 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

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 for

37 Providing and fixing standared extruded of 0.72 Sqmt 1175.56

alluminium section of size 63mm x 38.10mm x

1.2mm (Jindal Section :2434, @ Wt.

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 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

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

of 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 grill

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

or (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

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

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.

42 Finishing wall with weather proof exterior 321.38 Sqmt 117.40

emulsion 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

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

metel 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.

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

work 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 163.30 Sqmt 906.98

cement 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) 50mm thick.

46 Providing and laying broken chine mosaic 163.30 Sqmt 765.97

flooring 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 3.68 Sqmt 6001.94

shutters 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

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

50 mm 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 2.00 Nos 3998.02

(European 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

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 3.00 Nos 2067.87

for 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, 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

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

14735 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

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

following size.(A) Brass screw down bib tap

polished bright. (i) 15mm dia..

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

return fullway wheel valve. 25mm. dia.

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

return fullway wheel valve. 40mm. dia.

55 Providing and fixing chromium plated brass half 2.00 Nos 263.77

trun flush cock of approved quality including fixing

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

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

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

57 Providing laying and jointing in true line and level 12.00 rmtr 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

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

5mm 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

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

40mm 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

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

110mm 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

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

grating 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

62 Constructing Brick masonry road gully chamber 1.00 Nos. 2017.19

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame

63 Constructing brick masonry chamber for 1.00 Nos. 2932.92

underground 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)

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)

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

mm.dia & 30 cm length etc.

67 Providing and fixing in position cowel went to 1.00 Nos, 505.17

pipes.(C) 100mm dia

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

(ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete

69 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

710 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

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

base 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 light, Wipro,

Godrej etc.as per selection and complete the

work satisfactorily as per instruction of architect

or Engineer-in charge

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

Support Of Pips Must Be required For Long Time

Usage Chair Overall Size (approx): H-83 x W-52

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

kg for back and 50kgs/m3 for seat. Average

thickness of foam not less than 50 mm + 10 mm

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 14 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

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

,Without certificets Product Will Not Be

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 Engineer Table

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

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

on M.S. Book Rack

multipurpose expandable storage rack in knock

down design with Adjustable 3 shelves making

compartments of 20swg thick. TATA/Essar/Jindal

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 10 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

Panchayat (R&B) Division

Executive Engineer

Signature of the contractor Panchayat (R & B) Division