Construction of Anganwadi Cinema Road, Opp. A P M C at Kalavad Nagarpalika Kalavad Dist.Jamnagar.

Name of work : Construction of Anganwadi Cinema Road, Opp. A P M C at Kalavad Nagarpalika, Kalavad,

Dist. Jamnagar.

SCHEDULE - "B1"

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees Two Hundred

1 18.60 materials and disposing off the excavated stuff 273.45 SeventyThree Paise m3

upto 50 Meter lead.(C) Hard Murrum FourtyFive Only

Excavation for foundation for depth from 1.5 m

to 3.0 m including sorting out and stacking of

useful materials and disposing off the excavated Rupees Three Hundred

stuff upto 50 Meter lead. (D) Soft rock not Nine Paise Four Only

requiring Blasting

Providing and laying cement concrete 1:4:8 (1-

Cement : 4- coarse sand : 8- hand broken stone Rupees Two Thousand

3 9.70 aggregates 40 mm nominal size) and curing 2910.82 Nine Hundred Ten Paise m3

complete excluding cost of formwork in (A) EightyTwo Only

Foundation and Plinth

Brick work using common burnt clay building

bricks having crushing strength not less than 35 Rupees Four Thousand

4 35.70 kg./Sq.Cm. in foundation and plinth in Cement 4310.73 Three Hundred Ten Paise m3

Mortar 1:5. (1- Cement : 5 -fine sand) SeventyThree Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing and laying cement concrete 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone Rupees Five Thousand

5 1.50 aggregates 20 mm nominal size) and curing 5405.52 Four Hundred Five Paise m3

complete excluding cost of formwork in wall FiftyTwo Only

Brick work using common burnt clay building

bricks having crushing strength not less than 35 Rupees Five Thousand

6 30.00 kg./Sq.Cm. in foundation and plinth in Cement 5693.95 Six Hundred NinetyThree m3

Mortar 1:5. (1- Cement : 5 -fine sand) Paise NinetyFive Only

Providing and laying cement concrete work

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and

Rupees Eight Thousand

curing complete excluding cost of formwork and

7 4.00 8760.74 Seven Hundred Sixty m3

reinforcement for reinforced concrete work in

Paise SeventyFour Only

(B) Slabs, landing, shelves, Balconis , Lintels,

Beams, Girders and Cantilever upto floor two

Providing and laying cement concrete work

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

Rupees Five Thousand

stone aggregates 20 mm nominal size) and

8 8.30 5989.30 Nine Hundred EightyNine m3

curing complete excluding cost of formwork and

Paise Thirty Only

reinforcement for reinforced concrete work in

Slabs upto floor two level.

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing and laying cement concrete work

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and Rupees Six Thousand

9 1.70 curing complete excluding cost of formwork and 6015.56 Fifteen Paise FiftySix m3

reinforcement for reinforced concrete work in Only

Lintal for all floor.

Providing and laying cement concrete work

1:2:4 (1- Cement : 2- Coarse sand : 4- graded Rupees Six Thousand

stone aggregates 20 mm nominal size) and Seven Hundred

curing complete excluding cost of formwork and 6777.10 m3

SeventySeven Paise Ten

reinforcement for reinforced concrete work FOR Only

Providing TMT Bar FE 500D reinforcement for

R.C.C. work including bending, binding and Rupees SeventySeven

placing in position complete upto floor two level Paise TwentyNine Only

Filling available excavated earth (excluding rock)

in trenches. plinth, sides of foundations etc. in Rupees One Hundred

12 36.10 layers not exceeding 20 cm. in depth 137.47 ThirtySeven Paise m3

consolidating each disposited layer by ramming FourtySeven Only

Filling in foundation and plinth with murrum or

selected soil in layers of 20cm. thickness Rupees Three Hundred

including watering, ramming and consolidating 304.60 m3

Four Paise Sixty Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Filling in plinth with sand under floors including Rupees Four Hundred

14 8.30 watering ramming, consolidating and dressing 489.28 EightyNine Paise m3

complete TwentyEight Only

Carring out plinth treatment to post construction

/ existing structure by spraying chemical

solution for termite control treatment including

labour and material consistment with I.S.I

specification. Using Chlordene and Chiorpurfiles

20 EC. As Per 6131 part-II Consentration Weight Rupees One Hundred

15 55.20 one percent is recommended i.e one litre 20 EC 124.35 TwentyFour Paise m2

chemical emulsion with 19 liter give 1 % ThirtyFive Only

concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre

chemical / Sqm of surface is recommended as

P & L 24" x 24" vitrified 8 mm thick tile flooring

over 20 mm (average) base of cement mortar

1:6 ( 1 cement: 6 coarse sand) on new surface

or fixing on existing flooring by adhesive Rupees One Thousand

16 50.60 material including dismentaling of existing 1511.69 Five Hundred Eleven m2

flooring and jointed with color cement slurry Paise SixtyNine Only

including finised with flush pointing & cleaning

the surface etc. complete for light shade

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing and laying Ceramic tiles 600 x 600 x

6mm thick in flooring treads of steps and Rupees One Thousand

17 2.20 landing laid on a bed of 12mm thick cement 1017.30 Seventeen Paise Thirty m2

mortar 1:3 (1-cement : 3-coarse sand ) finishing Only

with flush pointing in white cement.

Providing and laying Ceramic tiles 600 x 600 x

6mm thick in skrting risers of steps and dedo on Rupees One Thousand

18 6.00 10mm thick cement plaster 1:3 (1-cement : 3- 1091.96 NinetyOne Paise m2

coarse sand) and jointed with white cement NinetySix Only

Providing and fixing 18mm thick black granite

stone in Jambs & sills for door over 10mm Rupees Three Thousand

(Average) thick base of cement mortar 1:3 (1- One Hundred

cement: 3-coarse sand) laid over and jointed SeventyFour Paise

with grey cement slurry including rubbing and FourtyThree Only

polishing etc. complete.

Providing & Laying both side POLISHED KOTAH

STONE SHELVES to C.B. with marking the Rupees Eight Hundred

20 13.70 grooves in the walls and finxing the kotah stone 851.43 FiftyOne Paise m2

finishing the same with cement motar 1:2 etc. FourtyThree Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing and fixing sandwitch type plateform of

75cm wide and 75cm high from finished floor

level using 25mm thick kotch stone sslab as a

base and 18mm thick mirror polished full round

edged granite sslab on top 25mm thick mirror

polished /kotah stone supports of 75cm wide at Rupees Eight Thousand

45cm C/C or as directed including providing / Seven Hundred

Granite side patta of 30cm wide on three sidess SixtyNine Paise

of the plateform and providing and fixing S.S. EightyThree Only

Kitchen sink Glosy ASIS 304 Grade x 1mm thick

with over all size 610x460mm & bowl size

560x410x200 as per detailed drawing and as

Providing and laying cement concrete flooring

1:2:4 (1- cement : 2-coarse sand : 4-graded Rupees Three Hundred

22 41.60 stone aggregate 20mm nominal size) laid in one 347.15 FourtySeven Paise m2

layer and finished with a floating coat of neat Fifteen Only

cement. (B) 50mm thick.

providing and mixing water proofing materials in

cement mortar in proportion recommended by Rupees FourtyNine Paise

the manufacturer. TwentySix Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing and laying broken chine mosaic

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 Rupees Seven Hundred

24 41.60 tempered to bring mortar creme out upto 779.70 SeventyNine Paise M2

surface using white cement including rounding Seventy Only

off junctions and extending them upto 15 cm

along the wall,clearing with water and oxalic

acid etc. as directed.

Providing and fixing 35mm thick flush door of

standard qality with both side laminated Rupees Four Thousand

25 4.50 including all heavy type S.S. fixture & fasterings 4496.52 Four Hundred NinetySix m2

with mortise lock etc. complete. Paise FiftyTwo Only

Providing and fixing FRP of 28mm thick Fibre

Glass shutter with 1.5 to 2.0 mm thick fire

retardent grade FRP skin in depressed panel

design having extra reinforcement on sides &

edges & in Gel coat finish. The core of the

shutter is to be filled up with injected retardent

grade polyurethane foam done in situ alongwith Rupees One Thousand

26 1.60 embedded wooden pieces for stiffening & also 1560.33 Five Hundred Sixty Paise m2

taking hinges & fintures. The whole FRP frame & ThirtyThree Only

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.

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing and fixing FRP of 28mm thick Fibre

Glass shutter with 1.5 to 2.0 mm thick fire

retardent grade FRP skin in depressed panel

design having extra reinforcement on sides &

edges & in Gel coat finish. The core of the

shutter is to be filled up with injected retardent

Rupees One Thousand

grade polyurethane foam done in situ alongwith

27 4.40 embedded wooden pieces for stiffening & also 1583.95 m2

EightyThree Paise

taking hinges & fintures. The whole FRP frame &

NinetyFive Only

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.

Providing and fixing Coloured anodized

aluminimum sectional louvered ventilator with

frame size 63x38.10 mm & 1.80mm thick

ground glass and coloured anodized aluminimum

louvers fixture and hold fasting etc. Rupees Two Thousand

28 1.10 complete.Providing and fixing Coloured anodized 2649.23 Six Hundred FourtyNine m2

aluminimum sectional louvered ventilator with Paise TwentyThree Only

frame size 63x38.10 mm & 1.80mm thick

ground glass and coloured anodized aluminimum

louvers fixture and hold fasting etc. complete.

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Structural steel work (Confirming to IS 4923-

1997) riveted, bolted or welded in builtup for all

type sections, in framed work, including cutting,

Rupees One Hundred

hoisting, fixing in position and applying a

29 300.00 131.83 ThirtyOne Paise Kg.

priming coat of approved steel primer all

EightyThree Only

complete as per the structural designs and

directions of Engineer in charge. Column ( 122 x

Providing 15mm thick cement plaster in single

coat on Rough (Similar)side of single or half Rupees One Hundred

30 153.70 brick walls for interior plastering upto floor two 164.69 SixtyFour Paise m2

level and finished even and smooth in (ii) SixtyNine Only

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

Providing 10mm thick cement plaster in single

coat on brick/ concrete walls for interior

plastering upto floor two level and finished even

Rupees One Hundred

and smooth in (i)Cement mortar 1:3 (1-cement:

31 51.10 165.20 SixtyFive Paise Twenty m2

3-sand) For GF + plastering on ceilings and

sofits of stairs upto floor two level instead of

plastering on walls.

20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level

Rupees Three Hundred

consisting of 12mm thick backing coat of C.M.

32 145.60 323.21 TwentyThree Paise m2

1:3 (1-cement : 3 sand) and 8mm thick finishing

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

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Applying two coats of putty & two coats of

primer of approved brand and manufacture on

new wall surface to give an even shade including Rupees Fourty Paise

thoroughly brushing the surface free from

mortar dropping and other foreign matter and

sand papered smooth.

Wall painting (two 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 Rupees One Hundred

34 205.00 from mortar droppings and other foreign matter 129.94 TwentyNine Paise m2

and sand papered smooth every subsequent NinetyFour Only

coat of wall painting with plastic emulsion pain

of approved brand.

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even shade after Rupees One Hundred

thoroughly brushing the surface to remove all

122.14 TwentyTwo Paise m2

dirt, and remains of loose powdered Fourteen Only

materials.etc complete

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing and fixing 90cm high Stainlesss Steel

railing made from anicorrocive 316 grade S S

pipe of 50mm dia (16gauge) as hand rail with S

S 316 grade Baluster of 38 mm dia (16 guage)

as a vertical Support fixed in RCC slab at 1.2m Rupees Three Thousand

36 4.00 c/c including three horizontal S S pipess of 25 3716.80 Seven Hundred Sixteen rmt

mm dia (16guage) at equal distance fixed by Paise Eighty Only

18.75 mm dia (16guage) S S pipe with baluster

including accessories as per detailed drawing ass

directed etc. complete.

Providing and fixing frame type CB shutter of

18mm thick water proof plywood with 1.00mm

ISI quality 1.0mm lamination for outside of

frame and cupboard and 0.80mm thick

Rupees Four Thousand

lamination to inside of cupboard including

37 7.30 4065.25 SixtyFive Paise m2

necessary, hydraulic type S.S. hinges, fixture,

TwentyFive Only

fastening of standard quality S.S. with locking

arrangement etc. complete as per detail drawing

and as directed by Engineer-in-Charge.

(B) Providing sock pit of 5.00 Cu.M. Volume

including excavating and filling brickbats with

dry masonry work at top for 45cm. height Rupees Three Thousand

38 1.00 including covering the top with stone including 3222.29 Two Hundred TwentyTwo nos

providing vatas in C.M. 1:3 with finishing curing Paise TwentyNine Only

etc. complete as directed.

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing and fixing 5mm thick glass mirror

Rupees Two Thousand

machine cut belveled edge mounted on wall with

39 0.40 2544.19 Five Hundred FourtyFour m2

special type wall touch SS mirror Bracket Fixing

Paise Nineteen Only

with Necessary plugs.

Providing and fixing water closet squatting pan

Rupees One Thousand

(Indian Type W.C. Pan / Orrissa Pan ) size

40 1.00 580mm including Foot Rest G.I. inlet connection 1979.60 nos

SeventyNine Paise Sixty

& C.P. Brass Flush cock of 25 mm dia.

Providing and fixing flat back wash basin of

x 400mm size including C.I. or M.S. brackets

Rupees Two Thousand

fixing in wall C.P. brass work of 32mm dia..

41 1.00 Fisher union of 32mm, pillar cock of 15mm dia, 2363.40 nos

SixtyThree Paise Fourty

PVC waste pipe, PVC connection, Brass stopcock

of 15 mm dia. Etc. Complete.

Providing erecting and fixing double coated ISI

water tank of required capacity each with all Rupees Three Paise

necessary fittings and connection etc. complete

NinetyFive Only

Providing and fixing screw down bib taps of Rupees One Hundred

43 3.00 following size. (A) Brass screw down bib tap 186.83 EightySix Paise nos

polished bright. (i) 15mm dia. EightyThree Only

Providing and fixing Stainless steel Heavy Type Rupees Three Hundred

44 2.00 Napkin Ring Etc. Complete. 348.45 FourtyEight Paise nos

FourtyFive Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing laying and jointing in true line and

level 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 Rupees SeventyTwo

C/C or shall be concealed as directed including Paise SixtyFive Only

necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and

level 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 Rupees NinetyOne Paise

C/C or shall be concealed as directed including EightyFour Only

necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive

solvent, including cost of all materials.

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing laying and jointing in true line and

level 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

Rupees One Hundred

wall with the help of clamp at every two metre

47 20.00 148.12 FourtyEight Paise Twelve rmt

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.

Providing and fixing PVC pipe of 6 Kg/F/Sq.M.

Water pressure polythene pipe of 90mm inside Rupees Three Hundred

48 6.00 dia. high density complete including fixing by 356.53 FiftySix Paise FiftyThree rmt

clamps to wall including making good the wall Only

ceiling and floor etc. comp.

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing, laying and jointing in true line and

level 110 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, Rupees Eight Hundred

49 15.00 pipe shall be fixed on wall using of PVC clamp of 897.79 NinetySeven Paise rmt

the size 110 mm diametre x 149 mm length x SeventyNine Only

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.

Providing and fixing PVC SWR Nahni trap IS

14735 for drain - 75 mm diameter with jali of

the following nominal diameter of self cleansing Rupees Five Hundred

50 4.00 design with C.I scread down or hinged grating 588.26 EightyEight Paise nos

including the cost of cutting and making good TwentySix Only

Providing and fixing S.W. gully trap with C.I.

grating brick masonry chamber and water tight

C.I. cover with frame of 300mm x 300mm size Rupees One Thousand

(inside) with standard weight. (i) Square mouth 1292.19 Two Hundred NinetyTwo nos

traps. (A) 100mm x 100mm size P type. Paise Nineteen Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Constructing brick masonry chamber for

underground 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 Rupees Three Thousand

52 3.00 1:2:4 mix (1-cement :2- coarse sand :4-graded 3417.71 Four Hundred Seventeen nos

stone aggregate 20mm size) foundation Paise SeventyOne Only

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

Providing and fixing Gun metal check or non- Rupees Four Hundred

53 1.00 return fullway wheel valve. (C) 25mm dia. 420.63 Twenty Paise SixtyThree nos

Providing and fixing Gun metal check or non- Rupees Six Hundred

54 1.00 return fullway wheel valve. (E) 40mm dia. 663.43 SixtyThree Paise nos

FourtyThree Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing and fixing special type clamping

system made out from C patti, Z patti, L. Clamp,

U clamp with Nut/ Bolt and washor as suitable

arrangement for water supply and plumbing Rupees Two Hundred

55-1 4.00 systom liko Drainage Lino, Rain Wator line and 216.14 Sixteen Paise Fourteen nos

supply lino for Hot and Cold water etc line fitting Only

from GF to 2nd Floor required as per site

condition for fixing etc complete. (A) 15 to

Providing and fixing special type clamping

system made out from C patti, Z patti, L. Clamp,

U clamp with Nut/ Bolt and washor as suitable

arrangement for water supply and plumbing Rupees Two Hundred

55-2 8.00 systom liko Drainage Lino, Rain Wator line and 275.73 SeventyFive Paise nos

supply lino for Hot and Cold water etc line fitting SeventyThree Only

from GF to 2nd Floor required as per site

condition for fixing etc complete. (A) 75 to

Providing and fixing DISPLAYING OPENABLE

NOTICE BOARD with alluminium anodised frame Rupees Two Thousand

and built lock frame with visible acrylic viewing Seven Hundred

area Size of 2 x 3 feet and directed by EIC EightySeven Paise Sixty

Providing plastic baby armless chair size of not

less than 14.9" x 14.8" x 19.5" and weight not Rupees Six Hundred

57 20.00 less than 1.05 kg with high quality plastic build 696.90 NinetySix Paise Ninety nos

with vibrant colour and attractive look etc Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Providing And Fixing table top 37 mm thick

made from 18 mm thick MR grade plywood with

1.00 mm thick laminate finish. Leg & frame to

made from 50 x 50 mm x 1.6mm & 50mm x

25mm x 1.8mm size CRC pipe powder coated

micron finish with levlar Appron 18 mm thick MR

Rupees Nine Thousand

grade plywood with 1.00 mm thick laminate

58 1.00 9059.70 FiftyNine Paise Seventy nos

finish with T.W. border of specified size with

melamine polish. The balance laminate 0.8mm

thick to be provided on inner faces including all

materials and labour etc. complete as per

drawing and instruction of engineer-in charge.

Table Size:- 900 mm x 600mm

Providing and Arranging Cushioned Seat & back,

PP outer back cover, PP arms, Single back lock,

Push back mechanism, gas lift for seat height

adjustment, five prong Nylon base with twin Rupees Three Thousand

wheel nylon castor. Including all materials and Three Hundred

labour etc. Complete as per drawing and SixtyEight Paise

instruction of engineer-in charge. Size: Max. ThirtyFive Only

Hight 1020mm Min. Height 930 mm, Seat :

500mm x 460mm, Back: 500mm x 440 mm Low

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Supply & Installing of ABC Type 6 Kg, Capacity Rupees Two Thousand

60 1.00 Fire Extinguisher as per IS-2171 ISI-mark, with 2756.29 Seven Hundred FiftySix nos

necessary Fittings etc. complete. Paise TwentyNine Only

Supply & Installing of Gas Co2 Type-4.5 Kg. Rupees Four Thousand

61 1.00 Capacity Fire Extinguisher as per IS And ISI- 4413.70 Four Hundred Thirteen nos

mark, with necessary Fittings etc. complete. Paise Seventy Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

SCHEDULE - "B2" Anganwadi Compound Wall

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees One Hundred

1 4.40 materials and disposing off the excavated stuff 161.07 SixtyOne Paise Seven m3

upto 50 Meter lead. (B) Dense or Hard soil Only

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees Two Hundred

2 2.70 materials and disposing off the excavated stuff 273.45 SeventyThree Paise m3

upto 50 Meter lead. (C) Hard Murrum FourtyFive Only

Providing and laying cement concrete 1:4:8 (1-

Cement:4-coarse : sand:8- crushed stone Rupees Two Thousand

3 0.90 aggregate 40mm nominal size) and curing 2910.82 Nine Hundred Ten Paise m3

complete excluding cost of formwork in (A) EightyTwo Only

foundation and plinth

Brick work using common burnt clay building

bricks having crushing strength not less than 35 Rupees Four Thousand

4 7.10 kg./Sq.Cm. in foundation and plinth in Cement 4310.73 Three Hundred Ten Paise m3

Mortar 1:5. (1-Cement: 5-fine sand) (B) SeventyThree Only

Conventional (upto 10 ton)

Providing and laying cement concrete 1:1.5:3 (1-

Cement:1.5 Coarse sand:3-Graded stone Rupees Six Thousand

5 2.00 aggregates 20mm nominal size) and curing 6588.23 Five Hundred EightyEight m3

complete including cost of formwork in (A) Wall Paise TwentyThree Only

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m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

Brick work using common burnt clay building

bricks having crushing strength not less than 35 Rupees Four Thousand

6 7.00 kg./Sq.Cm. in Super structure Cement Mortar 4599.16 Five Hundred NinetyNine m3

1:5. (1- Cement : 5-fine sand) (B) Conventional Paise Sixteen Only

Providing and laying ordinary Cement concrte

1:1.5:3 (1-Cement:1.5 sand 3-graded stone

aggregates 20mm nominal size) and finishing Rupees Four Thousand

smooth with curing complete excluding cost of Three Hundred

formwork but excluding cost of reinforcement for FourtyFive Paise Two

foundation, footings base of column. Only

Providing and laying cement concrete 1:1.5:3 (1-

Cement:1.5 coarse sand:3-graded stone 20mm

nominal size) and curing complete including the Rupees Six Thousand

8 1.00 cost of formwork and excluding cot of 6896.28 Eight Hundred NinetySix m3

reinforcement for reinforced concrete work in Paise TwentyEight Only

Providing Bars TMT (Thermo Mechanically

Treated Bars ) reinforcement confirmed to IS-

1786 FE 500 for R.C.C. work including bending, Rupees SixtyEight Paise

binding and placing in position complete ThirtyThree Only

Ite Quantities Item Descrption Estimated Rates Unit Total Amount

Ite Quantities Item Descrption Estimated Rates Unit Total Amount

m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

20mm thick sand faced cement plaster on walls

on height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. Rupees Three Hundred

10 96.50 1:3 (1-Cement:3-sand) and 8mm thick finishing 323.21 TwentyThree Paise Sqm

coat of С.М. 1:1 (1-Cement:1-sand) complete. TwentyOne Only

Structural steel work (Confirming to IS 4923-

1997) riveted, bolted or welded in builtup for all

type sections, in framed work, including cutting,

Rupees One Hundred

hoisting fixing in position and applying a priming

11 90.00 131.83 ThirtyOne Paise Kg.

coat of approved steel primer all complete as

EightyThree Only

per the structural designs and directions of

Engineer in charge. column (122 x 61 x 3.6mm)

Finishing Wall with Weather Proof Exterior

Emulsion Paint on Wall Surface (Two Coats) to

give an required shape even shade after Rupees One Hundred

thoroguhly brushing the surface to remove all

122.14 TwentyTwo Paise Sqm

dirt, and remains of loose powdered materials Fourteen Only

Ite Quantities Item Descrption Estimated Rates Unit Total Amount

Ite Quantities Item Descrption Estimated Rates Unit Total Amount

m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

SCHEDULE - "B3" Anganwadi Electricfication

Rupees One Lakh

Anganwadi Electricfication Cinema Road, Opp.

1 1.00 179500.00 SeventyNine Thousand L.S.

Five Hundred Only

Anganwadi Electric connection Charge Cinema Rupees Five Thousand

Road, Opp. AMPC. Only

SCHEDULE - "B1"+"B2"+"B3" SAY :-

Signature of contractor Chief Officer

KALAVAD NAGARPALIKA

Ite Quantities Item Descrption Estimated Rates Unit Total Amount

Ite Quantities Item Descrption Estimated Rates Unit Total Amount

m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

I/ We am/are willing to carry out the work at _____________________% above / below _____________________________%

below / above the estimated rates mentioned above amount of my / our tender works out as under :-

Estimated amount put to tender : Estimated amount put to tender :

Signature of contractor Chief Officer

KALAVAD NAGARPALIKA

Ite Quantities Item Descrption Estimated Rates Unit Total Amount

Ite Quantities Item Descrption Estimated Rates Unit Total Amount

m Estimated according to

No. but may be in Figure in Words estimated

more or quantities.

1) All the work shall be carried out as per MOST specification and specification on the division or as directed.

Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all conditions, site

moisture weather etc.

In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference in

consumption of cement shall be deducted from the rate of original item valued at the star rate as mentioned in tender. However no extra payment

shall be made for use of additional Quantity of cement as per actual concrete mix design. Concrete mix design shall be done in GERI laboratory only.

The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of work and

amount involved at site without any payment as directed by the Engineer in charge.

Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be paid by the

5) Executive Engineer and 1% of the (one percent) of amount put to tender after shall be recovered from the running account bills of the works. (As per

G.R. (R&B) Deptt., No. TNC/1085/4/C dtd. 20.12.91.

6) The contractor shall quote even "NIL" if no reduction is proposed.

One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the Gujarat

7) Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of equipments and

conditions of service Act-1996)

8) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.

The contractor is solely responsible to bare all applicable taxes. I.e. GST etc. and department will not entertain any contractor representation to

9) reimburse any financial burden due to applicable taxes : i.e. GST etc.

Signature of contractor Chief Officer

KALAVAD NAGARPALIKA