Renovation of Sarkari Kumar Chhatralay, Adijati vikas at Kutch-Bhuj (Providing flooring work, plumbing and drainage work, washroom accessories and other misc. works)

Name of work :-

Renovation of Sarkari Kumar Chhatralay, Adijati vikas at Kutch-Bhuj

(Providing flooring work, plumbing and drainage work, washroom

accessories and other misc. works)

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

1 60.35 Excavation for foundation upto 122.94 Rupees One Cum.

1.50 mt depth including sorting out Hundred

and stracking of useful materials Twenty Two

and disposing the excaveted stuff And Paise

upto 50 mt lead (A) Loose or Soft Ninety Four

2 17.64 Excavation for foundation for depth 136.30 Rupees One Cum.

from 1.5 mt. to 3.0 mt. including Hundred Thirty

sorting out and stracking of Six And Paise

usefulmaterials and disposing the Thirty Only

excaveted stuff upto 50 mt lead (A)

Loose or Soft Soil

3 34.00 Providing and laying cement 2925.97 Rupees Two Cum.

concrete 1 :4 :8 (1 cement : 4 Thousand Nine

coarse sand : 8 crushed stone Hundred

aggregate 40 mm nominal size) and Twenty Five

curing complete excluding cost of And Paise

form work in (A) Foundation and Ninety Seven

4 14.00 Providing and laying Ordinary 4731.85 Rupees Four Cum.

cement concrete M-250 and curing Thousand

complete including the cost of form Seven Hundred

work but excluding cost of Thirty One And

reinforcement for reinforced Paise Eighty

concrete work in footings Five Only

5 2.00 Providing and laying ordinary 9139.49 Rupees Nine Cum.

cement concrete M-250 and curing Thousand One

complete including the cost of form Hundred Thirty

work but excluding cost of Nine And Paise

reinforcement for reinforced Forty Nine Only

concrete work in Columns upto

6 3.00 Providing and laying ordinary 6897.29 Rupees Six Cum.

cement concrete M-250 and curing Thousand

complete including the cost of form Eight Hundred

work but excluding cost of Ninety Seven

reinforcement for reinforced And Paise

concrete work in plinth beams Twenty Nine

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

7 3.00 Brick Work using common burnt 4245.09 Rupees Four Cum.

clay building bricks having Thousand Two

crushing strength not less than 35 Hundred Forty

Kg/sm. in Foundation and plinth Five And Paise

in cement mortar (1:5) (1-cement : Nine Only

5-fine sand) (B) Conventional

8 52.00 Filling available excavated Earth 136.92 Rupees One Cum.

(Excluding Rock ) in trench plinth Hundred Thirty

side of foundation etc. in layer not Six And Paise

excluding 20 cm in depth Ninety Two

consolidation each deposited layer Only

by ramming and watering etc.

9 3.05 Filling in foundation and plinth 269.75 Rupees Two Cum.

with murrum or selected soil in Hundred Sixty

layers of 20 cm thickness including Nine And Paise

watering, ramming and Seventy Five

consolidation etc. complete. Only

10 3.05 Filling in plinth with Sand 481.80 Rupees Four Cum.

under floor in layers not Hundred

exceeding 20 cm incl. Eighty One

consolidatig each deposited And Paise

layerby ramming and watering Eighty Only

11 6.00 Providing and laying ordinary 7876.99 Rupees Seven Cum.

cement concrete M-250 and curing Thousand

complete including the cost of form Eight Hundred

work but excluding cost of Seventy Six

reinforcement for reinforced And Paise

concrete work in Columns For Ninety Nine

Ground floor Only

12 3.00 Providing and laying ordinary 5755.99 Rupees Five Cum.

cement concrete M-250 and curing Thousand

complete including the cost of form Seven Hundred

work but excluding cost of Fifty Five And

reinforcement for reinforced Paise Ninety

concrete work in Beams For Nine Only

13 23.00 Brick Work using common burnt 4526.81 Rupees Four Cum.

clay building bricks having Thousand Five

crushing strength not less than 35 Hundred

Kg/sm. in super structure above Twenty Six And

plinth level up to floor two level in Paise Eighty

cement mortar (1:5) For Ground One Only

14 1.00 Providing and laying ordinary 6401.38 Rupees Six Cum.

cement concrete M-250 and curing Thousand Four

complete including the cost of form Hundred One

work but excluding cost of And Paise

reinforcement for reinforced Thirty Eight

concrete work in Lintels & Sill for Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

15 1.00 Providing and laying ordinary 5772.15 Rupees Five Cum.

cement concrete M-250 for Thousand

reinforced Chhajja including Seven Hundred

finishing the exposed surface with Seventy Two

cement mortar 1:3 (1 Cement : 3 And Paise

fine sand) to give a smooth and Fifteen Only

even surface including centering

and form work and curing complete

excluding cost of reinforcement. for

16 2.00 Providing and laying ordinary 6725.59 Rupees Six Cum.

cement concrete M-250 and curing Thousand

complete including the cost of form Seven Hundred

work but excluding the cost of Twenty Five

reinforcement for reinforced And Paise Fifty

concrete work in RCC slab13 cm Nine Only

thickness for ground floor.

17 4124.64 Providing Fe-500D TMT Bar 77.29 Rupees Kg.

reinforcement ISI mark for RCC Seventy Seven

work including bending, binding And Paise

and placing in position upto floor Twenty Nine

two level for Ground Floor Only

18 70.00 Providing 15 mm thick Cement 161.20 Rupees One Smt.

plaster in single coat on brick/ Hundred Sixty

concrete walls for interior One And Paise

plastering and finished even and Twenty Only

smooth in C.M. 1 : 4 including

finishing with Trowel etc complete.

For Ground floor

19 21.00 Providing 10mm thick cement 148.32 Rupees One Smt.

plaster in single coat on fair side of Hundred Forty

ceilling for interior plastering upto Eight And

floor two level finished even and Paise Thirty

smooth in C M 1:4 ( 1 cement :4 Two Only

coarse sand) including finishing

with Trowel etc complete. For

20 162.00 20mm thick sand faced cement 315.69 Rupees Three Smt.

plaster on walls upto height 10 Hundred

metres above ground level Fifteen And

consisting of 12mm thick backing Paise Sixty

coat of C.M. 1:3 (1-cement : 3- Nine Only

sand) and 8mm thick finishing coat

of C.M. 1:1 (1-cement : 1-sand) etc.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

21 91.00 Wall painting with ( three coat ) 167.51 Rupees One Smt.

plastic emulsion paint approved Hundred Sixty

brand and manufacture on Seven And

undecorated wall surface to give an Paise Fifty One

even shade including after Only

thoroughly brushing the surface

free from mortar droppings and

other foreign matter and applying

one coat of primer and including

preparing the surface even and

smooth by applying Birala / JK

white wall putty and sand papered

22 162.00 Finishing wall (Three coats) with 288.86 Rupees Two Smt.

weather proof exterior emulsion Hundred

paint of approved brand and Eighty Eight

manufacture and of required shade And Paise

to give an even shade over and Eighty Six Only

including one coat of primer after

thoroughly brushing the surface to

remove all dirt and remains of loose

powered materials for all height.

23 23.00 P & L 24" x 24" vitrified 8 mm thick 1467.72 Rupees One Smt.

tile flooring over 20 mm (average) Thousand Four

base of cement mortar 1:6 ( 1 Hundred Sixty

cement: 6 coarse sand) on new Seven And

surface or fixing on existing flooring Paise Seventy

by adhesive material including Two Only

dismentaling of existing flooring

and jointed with color cement

slurry including finised with flush

pointing & cleaning the surface etc.

complete for DARK shade

24 22.00 Providing and laying broken 779.70 Rupees Seven Smt.

chine mosaic flooring for Hundred

terrace using 12 mm to 20 mm Seventy Nine

broken pieces of glazed tiles to be And Paise

laid over cement mortar 1:3 to Seventy Only

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.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

25 26.00 Providing and laying 18 mm thick 2961.32 Rupees Two Smt.

polished Black or colour Granite Thousand Nine

stone slab machine cut in single Hundred Sixty

piece with all exposed edges One And Paise

polished, chamfered and proected Thirty Two Only

6mm from finished wall thickness

in sill and jambs laid on 10 mm

thick cement mortar 1 : 3 (

cement : 3 coarse sand ) laid over

and jointed withgrey cement slurry

including rubbing and polishing

etc. complete. also Fixing: Rear

face of granite shall be standed

using clean sand sieve no.

passed 2mm fixed with araldite and

dried for at list 36 hours.

26 288.00 Providing and fixing pre-cast 706.93 Rupees Seven Smt.

Rubber Dye / steel Dye inter Hundred Six

locking concrete block 60mm thick And Paise

with grade of concrete M300 Ninety Three

pnumatic compressed / vibrated Only

mechanically and as per approved

design Confirming to IS 15658 :

2006 including 35 mm Sand layer

for levelling and filling the joint

with sand in proper line and level

as per guidlines of IRC : SP 63-

2018 etc. Complete.

27 16.80 Providing and fixing 35 mm thick 2931.02 Rupees Two Smt.

flush door with solid core Thousand Nine

construction finished with 1 mm Hundred Thirty

thick lamination on both side with One And Paise

S.S handle and S.S Fixtures and Two Only

fastening including anodised

aluminum butt hinges with

necessary screws labour & material

equipments as directed

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

28 15.00 Providing and fixing standard 5120.70 Rupees Five Smt.

aluminum glass windows having Thousand One

standard extruded anodized Three Hundred

track sliding window jindal series C- Twenty And

20 mm section frame- bottom with Paise Seventy

gutter section No 21651(1.864 Only

Kg/Rmt), Top & Side section no.

21650 (1.685 KG/Rmt), shutter

size 50 x 20 mm Top Rail section

No. 20530(0.571 Kg./Rmt), Bottom

Rail section No 20529 (0.642

Kg/Rmt), Side Rail section No

20544 (0.495 Kg/Rmt), interlock

rail section No.20531(0.697

Kg/Rmt) with 5mm thick

transperant flot glass with rubber

gasket, air lock strip and finishing

with transparent silicon sealant

with alumium powder coted fittings

and fixtures complete as per

detailed drawing etc. complete.

29 835.20 Providing and fixing M.S. grills for 113.12 Rupees One Kg.

all window opening from inside Hundred

with 16mm dia. Polished horizontal Thirteen And

bars at required spacing and frame Paise Twelve

of 5cm x 3mm flat alround with Only

necessary hold fast including

applying priming coat and two

coats of oil painting etc. complete.

30 4.00 Providing and fixing G.I. Rain water 101.91 Rupees One Each.

spout of 50 mm dia. And 30 cm. Hundred One

length And Paise

31 3750.00 Steel work, welded in built up 91.08 NinetyNinety

sections framed work including One And Paise

cutting, hoisting, fixing in position Eight Only

and applying a priming coat of read

lead paint & two coat oil paint.

(A)In beams and joists, channels

angles Tees, flats, with connecting

plates or angle cleats as in main

and cross beams. Hip and jack

rafters, purlins conneted to

common rafters and the like.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

32 150.00 Providing and fixing of Ridge 867.39 Rupees Eight Smt.

flashing for roof panel shall be Hundred Sixty

made out of 0.5 mm thick pre Seven And

coated GI sheet ( Colour shade Paise Thirty

approved by engineer incharge). Nine Only

The Precoated sheet shall be of

minimum 240 mpa steel grade

confirming to IS 14246:1995 and

shall have zinc coating of minimum

120 gsm as per IS:277:1992 , 5-7

microns epoxy primer on both side

of the sheet and polyester top coat

15-18 micron. The PPGI Sheet shall

have plastic protective guard film of

minimum 25 microns to avoid

scratches during transportation.

The ridge shall be fixed to the steel

members by pop rivet or self

drilling/self stitching fastners @

maximum 450 mm c/c along

length of capping/flashing etc

33 65.25 Painting three coats (one coat of 128.62 Rupees One Smt.

priming coat + two coats of enamel Hundred

paint) on new steel and other metal Twenty Eight

surface with enamel paint, And Paise Sixty

brushing interior to give an even Two Only

shade including cleaning the

surface of all dirt, dust and other

foreign matter.

34 4000.00 Providing erecting and fixing double 3.95 Rupees Three Ltr.

coated ISI water tank of required And Paise

capacity each with all necessary Ninety Five

fittings and connection etc. Only

complete on terrace

35 146.58 Providing and fixing 25 mm thick 2929.80 Rupees Two Smt.

shutters for cupboards etc. Thousand Nine

including black enamelled M.S. Hundred

butt hinges & Magnet with Twenty Nine

necessary screws. (A) Indian teak And Paise

wood. (iii) Partly panelled and Eighty Only

36 27.52 Providing and laying polished Kota 1080.68 Rupees One Smt.

stone slab flooring over 20mm Thousand

(Average) thick base of cement Eighty And

mortar 1:6 (1-cement : 6-coarse Paise Sixty

sand) or L.M. 1.1.5 laid over and Eight Only

jointed with grey cement slurry

including rubbing and polishing

etc. complete. (B) 30 mm thick

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

37 119.47 Providing and laying (approved size) 1017.30 Rupees One Smt.

matt finished Antiskid Ceramic Thousand

tiles in flooring, treads of steps & Seventeen And

landing on a bed of 12 mm thick Paise Thirty

cement mortar 1:3 (1 cement : 3 Only

coarse sand) finished with flush

pointing in white cement and

aproved colour, shade and size by

Architect or Engineer in charge for

38 304.50 Providing and laying white glazed 1127.48 Rupees One Smt.

tiles 6mm thick in skrting risers of Thousand One

steps and dedo on 10mm thick Hundred

cement plaster 1:3 (1-cement : 3- Twenty Seven

coarse sand) and jointed with white And Paise

cement slurry Forty Eight

39 22.40 (ii) Providing and fixing glazed 4434.35 Rupees Four Smt.

louvered glass windows and Thousand Four

ventilators with teak wood frame Hundred Thirty

10cm. x 7cm. size including 3 coats Four And Paise

of oil painting to wood work Thirty Five Only

etc.complete. with wooden louvers

plank 12mm thick

40 2.00 Providing and Fixing a set of wall 2671.45 Rupees Two Smt.

mounted horizontal stainless steel Thousand Six

collapsible grab bar and vertical Hundred

stainless steel fixed grab rail of Seventy One

grade SS 304 from round pipe And Paise

supported with 75 mm dia 8 mm Forty Five Only

thick SS 304 base flange on wall

including anchor fasteners, nuts,

accessories as per detailed drawing

etc. complete as directed by

Architect or Engineer in charge.

41 100.00 Providing laying and jointing in 72.65 Rupees Rmt.

true line and level 15mm dia. Seventy Two

U.P.V.C. Pipe ( SCH- 40) for cold And Paise Sixty

water including fittings make Five Only

PRINCE / SUPREME / ASTRAL /

FINOLEX or equivalent 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 concelled as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

42 120.00 Providing laying and jointing in 91.84 Rupees Ninety Rmt.

true line and level 25mm dia. One And Paise

U.P.V.C. Pipe ( SCH- 40) for cold Eighty Four

water including fittings make Only

PRINCE / SUPREME / ASTRAL /

FINOLEX or equivalent 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 concelled as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

43 130.00 Providing laying and jointing in 148.12 Rupees One Rmt.

true line and level 40mm dia. Hundred Forty

U.P.V.C. Pipe ( SCH- 40) for cold Eight And

water including fittings make Paise Twelve

PRINCE / SUPREME / ASTRAL / Only

FINOLEX or equivalent 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 concelled as directed

including necessary fittings etc.

including testing of pipe and joints

and fixing the same with adhesive

solvent, including cost of all

44 80.00 Providing, laying and jointing in 876.90 Rupees Eight Rmt.

true line and level 110 diametre Hundred

U.P.V.C (Type B) conforming to IS Seventy Six

13592-1992 with one end plain and And Paise

other end socketed with rubber Ninety Only

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

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

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

45 120.00 Providing, laying and jointing in 834.38 Rupees Eight Rmt.

true line and level 160 diametre Hundred Thirty

U.P.V.C (Type B) conforming to IS Four And Paise

13592-1992 with one end plain and Thirty Eight

other end socketed with rubber Only

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 160 mm diametre x

mm length x 196 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

46 120.00 Providing and fixing to wall ceiling 280.23 Rupees Two Rmt.

and floor 10.0 kgf/cm2 working Hundred

pressure polythelene pipes of the Eighty And

following outside dia low density Paise Twenty

complete with special flage Three Only

compression type fittings, wall clips

etc. including making good the

wall celling and floor (F) 75 mm

47 150.00 Providing and fixing to Rain water 339.05 Rupees Three Rmt.

pipe 10.0 Kg. f/cm2 working Hundred Thirty

pressure polythelene pipes of the Nine And Paise

following outside dia. low ensity, Five Only

complete with special flange

compression type fittings, wall clips

etc. including making good the wall

ceiling and floor. (G)110mm.dia.

48 9.00 Providing and fixing wash basin 2364.77 Rupees Two No.

with single hole for pillar tap with Thousand

C.I. Or M.S. brackers painted white Three Hundred

including cutting holes and making Sixty Four And

good the same including providing Paise Seventy

and fixing C.P. brass waste 40 mm Seven Only

dia. and M.I. fisher union 40 mm

dia. etc. complete Vitreous China

Flat back wash basin 550mm x

400mm size in white colour.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

49 20.00 Providing and fixing Urinal of 1628.53 Rupees One No.

approved quality including Thousand Six

connection with trap and with Hundred

integral longitudinal flush pipe.(A) Twenty Eight

Squating plate pattern white And Paise Fifty

earthenware 550mm x 300mm. Three Only

50 57.00 Providing and fixing PVC SWR 586.27 Rupees Five No.

Nahni trap IS 14735 for drain - 100 Hundred

mm diameter with jali of the Eighty Six And

following nominal diameter of self Paise Twenty

cleansing design with C.I scread Seven Only

down or hinged grating including

the cost of cutting and making good

51 9.00 Providing and fixing S.W. Gully 1246.92 Rupees One No.

trap with C I gratting brick Thousand Two

masonary chamber and water tight Hundred Forty

C I cover with frame of 300 x 300 Six And Paise

mm size (inside) with standard Ninety Two

weight (i) square mouth traps (B) Only

150 mm x 100 mm size P type

52 25.00 Providing and fixing gun metal 663.43 Rupees Six No.

check or non return fullway wheel Hundred Sixty

valve (E) 40 mm dia. Three And

53 25.00 Providing and fixing gun metal 420.63 Paise Forty

Rupees Four No.

check or non return fullway wheel Hundred

valve (C) 25 mm dia. Twenty And

54 8.00 Providing and fixing gun metal 203.82 Paise Sixty

check or non return fullway wheel Hundred Three

valve (A) 20 mm dia. And Paise

55 16.00 Providing and fixing chromium 263.77 Eighty Two

plated brass half turn flush cock of Hundred Sixty

approved quality including fixing in Three And

pipe line etc. complete.(ii) 25 mm. Paise Seventy

56 15.00 Providing and fixing pillar tap, 308.73 Rupees Three No.

capstan head, screw down high Hundred Eight

pressure with srews shanks and And Paise

back nuts (A)15 mm dia. Seventy Three

57 16.00 Providing and fixing screw down 186.83 OnlyOne

bib taps of following size :(B) Brass Hundred

chromium plated screw down bib Eighty Six And

tap 15 mm dia. Paise Eighty

58 3.00 Providing and fixing 600 mm X 450 859.41 Three Only

Rupees Eight No.

mm Bevelled edge mirror of Hundred Fifty

superior glass mounted on 6mm Nine And Paise

thick A.C. sheet or plywood sheet & Forty One Only

fixed to wooden plugs with

C.P.brass screws and washers.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

59 12.00 Providing and fixing water closet 987.14 Rupees Nine No.

squatting Pan (Indian type W.C. Hundred

Pan) size 580mm (Earthwork, bed Eighty Seven

concrete, foot reste and trap to be And Paise

measured and paid for separately) Fourteen Only

(A) Vitreous China.(I) Long pattern

60 30.00 Supply and installation of heavy- 987.28 Rupees Nine Smt.

duty, UV-resistant, polyurethane Hundred

tactile paving tiles. Features raised Eighty Seven

truncated domes/studs (for hazard And Paise

warning) or flat raised bars (for Twenty Eight

directional guidance). Includes anti- Only

slip matte finish

Rupees Thirty Four Lakh(s) Twenty Nine Thousand Seven Hundred Thirty Three And Paise

Thirty Six Only

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

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 Labour Cess shall be recovered as per SBD

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 Contractor Executive Engineer

R & B Division, Bhuj