Construction of New Anganvadi Building at Village: Jotana-104, Ta-Jotana, Dist-Mehsana

Construction of New Anganvadi Building at Village: Jotana-104, Ta-Jotana, Dist-Mehsana

QUANTITY STATEMENT

It. Quantities Tender rate

Item of Work Unit

No. Estimated estimated

In Figure In words

1 91.50 Excavation for foundation upto 1.5 m depth 212.52 Rupees Two Cum

including sorting out and stacking of useful Hundred Twelve

materials and disposing off the excavated stuff and Paise Fifty Two

upto 50 Meter lead.(A) Loose or soft soil

2 60.30 Filling available excavated earth (excluding 136.92 Rupees One Cum

rock) in trenches. plinth, sides of foundations Hundred Thirty Six

etc. in layers not exceeding 20 cm. in depth and Paise Ninety

consolidating each deposited layer by

ramming and watering.

3 66.30 Anti-Termite System:Providing and laying of 63.63 Rupees Sixty Three Sqm

permanent piping technology anti-termite and Paise Sixty

treatment before flooring work by installing Three Only

LLDP (Low linear density polyethylene) tube of

8 mm O.D. & 6.4 mm 1.D. with inbuilt pressure

compensation chip every 30 cm interval in the

tube, having working pressure of 2 Kg/cm2 and

release rate of 1.9 Itr/hour fixed by P-clips and

nails. The LLDP pipe shall be installed at the

entire periphery of the building and at internal

network of building at a depth of 20 to 200 mm

under floor at every 2 to 3 mtr. c/c distance

(adjusted as per building layout ) & Ends of

loop pass through a PVC elbow of minimum

mm ID at junction box of wall and floor level,

entering into a steel reinforced grooved flexible

pipe of minimum 22 mm ID leading into

junction box and the loops shall terminate in

junction boxes & test every junction during

injecting chemicals for termite control

treatment. The anti termite chemical

Imidacloprid 30.5% SC mix as per IS-6313

(part III) shall be injected by the pressure

pump diluted with water @ 10.5 ml/5 ltr of

water at the rate of 2 Kg/sq.cm @ 5 Ltr/SMT.

The contractor shall submit approved line plan

4 9.70 Filling in plinth with sand under floors 399.94 Rupees Three Cum

including watering ramming, consolidating and Hundred Ninety

dressing complete Nine and Paise

Ninety Four Only

5 27.30 Brick work using common burnt clay building 3424.52 Rupees Three Cum

bricks having crushing strength not less than Thousand Four

35 kg./Sq.Cm. in foundation and plinth in Hundred Twenty

Four and Paise Fifty

Cement Mortar 1:6 (1- Cement : 6 -fine

sand)(B) Conventional

6 26.50 Brick work using common burnt clay building 3706.17 Rupees Three Cum

bricks having crushing strength not less than Thousand Seven

35 kg./Sq.Cm. in Superstructure in Cement Hundred Six and

Paise Seventeen

Mortar 1:6 (1- Cement : 6 -fine sand)(B)

7 23.70 Half brick masonry in common brunt clay 590.24 Rupees Five Sqm

building bricks having crushing strength not Hundred Ninety

less than 35 Kg/Sq.Cm. in Cement mortar 1:4 and Paise Twenty

(1- Cement : 4 -coarse sand ) in Superstructure

(B) Conventional

8 10.30 Providing and laying cement concrete 1:4:8 (1 2748.80 Rupees Two Cum

cement : 4 coarse sand : 8 B.T. machine Thousand Seven

crushed stone aggregates 40 mm nominal Hundred Forty Eight

and Paise Eighty

size) and curing etc. complete excluding cost

of form work in foundation and plinth.

9 11.60 Providing and laying cement concret 1:1.5:3 (1 4662.34 Rupees Four Cum

Cement : 1.5 coase sand : 3 graded stone Thousand Six

aggregrate 20mm nominal size) and curing Hundred Sixty Two

and Paise Thirty

complete including cost of formwork in (A)

Wall Caps / Coping

10 1.70 Providing and laying ordinary cement 10589.44 Rupees Ten Cum

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Five

: 3 graded stone aggregates 20mm nominal Hundred Eighty

size) for R.C.C. Lintel including finishing

Forty Four Only

smooth with curring etc. complete including

the cost of fromwork but excluding the cost of

11 0.30 Providing and laying ordinary cement concrete 5537.74 Rupees Five Cum

1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded Thousand Five

stone aggregates 20mm nominal size) and Hundred Thirty

Seven and Paise

curing of concrete complete, including the

Seventy Four Only

cost of form work but excluding the cost of

reinforcement for R.C.C. work in (A)

Foundations, footings, base of columns and

mass concrete upto Plinth.

12 0.16 Providing and laying ordinary cement 11028.20 Rupees Eleven Cum

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Twenty

: 3 graded stone aggregates 20mm nominal Eight and Paise

size) and finishing smooth with curring etc.

complete including the cost of fromwork but

exculding the cost of Reinforcement for R.C.C.

work in Column (ii) Having corss-sectional

area more than 0.08 sq. m. and up to

13 0.49 Providing and laying cement concrete work 6845.18 Rupees Six Cum

1:1.5: 3 (1cement : 1.5 coarse sand : 3 graded Thousand Eight

stone aggegates 20 m.m. nominal size) for Hundred Forty Five

and Paise Eighteen

reinforced concrete CHHAJJAS not excedding

10 cm.Thickness upto floor two level inckuding

finishing the exposed Surfaces with cement

mortar 1:3 (1cement : 3 fine sand ) to give a

smooth surface, centering curing

complete.excluding cost of form work and

curing complete excluding cost of

14 7.80 Providing and laying ordinary cement 7258.19 Rupees Seven Cum

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Two

: 3 graded stone aggregates 20mm nominal Hundred Fifty Eight

and Paise Nineteen

size) and finishing smooth with curring etc.

complete including the cost of fromwork but

exculding the cost of Reinforcement for R.C.C.

work in (iii) Slabs havings more than 10 cm and

up to 13 cm thickness

15 3.40 Providing and laying ordinary cement 8035.64 Rupees Eight Cum

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand Thousand Thirty

: 3 graded stone aggregates 20mm nominal Five and Paise Sixty

size) and finishing smooth with curring etc.

complete including the cost of fromwork but

exculding the cost of Reinforcement for R.C.C.

work in Beam (ii) Having corss-sectional area

more than 0.08 sq. m. and up to 0.12 sq.m.

16 2772.30 Providing TMT Bar FE 500D reinforcement for 77.29 Rupees Seventy kg

R.C.C. work including bending, binding and Seven and Paise

placing in position complete upto floor two Twenty Nine Only

17 12.50 Providing and fixing both sides polished 615.04 Rupees Six Hundred Sqm

machine cut kota stone shelves / partition of Fifteen and Paise

single piece (maximum 150 cm) 25 mm thick Four Only

embedded into wall with groove in cement

mortar 1:2 (1 cement : 2 fine sand), including

racking and finishing smooth the surface,

including joined with grey cement, rubbing,

cutting the stone as and where required etc.

18 3.80 Constructing a Sandwich type cooking 5436.59 Rupees Five Sqm

platform of 60 cm width and 70 cm height Thousand Four

resting with Granite polished stone top and Hundred Thirty Six

and Paise Fifty Nine

100 mm height faces in exposed faces with

mm thick of polished Granite stone of

approved colour and quality on 25 mm x 2 No

polished Kota stone sandwich supports,

polished kota stone shelves and fixing stone

using cement mortar 1:2 (1 cement : 2 fine

sand) for sandwich and fitting at bottom &

edges with water proof rigid adhesives,

including mocking necessary grooves in walls,

polishing and making edges etc. complete as

directed by Engineer-in-charge. (Only top clear

area of platform shall be measured and paid

19 1.00 Providing and fixing Stainless steel kitchen sink 1173.78 Rupees One Each

Glossy ASIS 304 grade and 1 mm thick with Thousand One

over all size 510 x 432 x 33 and bowl size 455 x Hundred Seventy

Three and Paise

368 x 190 mm of approved brand as directed

Seventy Eight Only

by Engineer-in-charge with all fittings like C.I.

or M.S. brackets painted white / or fixing on

stone base, including cutting holes and making

good the same, 32 mm dia Brass waste and

M.I. fisher union fitting, including all necessary

fittings etc. complete.

20 163.30 Providing 15mm thick cement plaster in single 165.31 Rupees One Sqm

coat on Rough (Similar)side of single or half Hundred Sixty Five

brick walls for interior plastering upto floor two and Paise Thirty

level and finished even and smooth in (ii)

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

21 64.85 Providing 10mm thick cement plaster in single 138.70 Rupees One Sqm

coat on brick/concrete walls for interior Hundred Thirty

plastering upto floor two level and finished Eight and Paise

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

22 111.90 20mm thick sand faced cement plaster on 321.10 Rupees Three Sqm

walls upto height 10 metres above ground level Hundred Twenty

consisting of 12mm thick backing coat of C.M. One and Paise Ten

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

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

23 9.00 P & L 24" x 24" vitrified 8 mm thick tile flooring 1467.72 Rupees One Sqm

over 20 mm (average) base of cement mortar Thousand Four

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

Seven and Paise

or fixing on existing flooring by adhesive

Seventy Two Only

material including dismentaling of existing

flooring and jointed with color cement slurry

including finised with flush pointing & cleaning

the surface etc. complete for antiskit

24 61.80 P & L 24" x 24" vitrified 8 mm thick tile flooring 1436.76 Rupees One Sqm

over 20 mm (average) base of cement mortar Thousand Four

1:6 ( 1 cement: 6 coarse sand) on new surface Hundred Thirty Six

and Paise Seventy

or fixing on existing flooring by adhesive

material including dismentaling of existing

flooring and jointed with color cement slurry

including finised with flush pointing & cleaning

the surface etc. complete for light shade (Full

25 14.65 Providing and laying Ceramic tiles 6mm thick 1090.32 Rupees One Sqm

in skrting risers of steps and dedo on 10mm Thousand Ninety

thick cement plaster 1:3 (1-cement : 3-coarse and Paise Thirty Two

sand) and jointed with white cement slurry

26 5.80 Providing and laying Ceramic tiles 6mm thick 994.37 Rupees Nine Sqm

in flooring treads of steps and landing laid on a Hundred Ninety

bed of 12mm thick cement mortar 1:3 (1- Four and Paise

Thirty Seven Only

cement : 3-coarse sand ) finishing with flush

pointing in white cement.

27 56.80 Providing and laying broken chine mosaic 779.70 Rupees Seven Sqm

flooring for terrace using 12 mm to 20 mm Hundred Seventy

broken pieces of glazed tiles to be laid over Nine and Paise

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.

28 213.15 Applying two coats of putty & two coats of 123.56 Rupees One Sqm

primer and Wall painting (two coats) with Hundred Twenty

plastic emulsion paint of approved brand and Three and Paise

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.

29 66.25 Extra over item painting with plastic emulsion 5.49 Rupees Five and Sqm

paint of approved brand on ceilings and Paise Forty Nine

sloping roofs. Only

30 46.00 Providing & making educational Bala concept 669.13 Rupees Six Hundred Sqm

drawings on walls painting (fruits, animals, Sixty Nine and Paise

alphabets, activity scenes etc.) as per Thirteen Only

approved design including all materials,

colours, artist labour complete as per the

instruction of Engineer in charge

31 111.90 Finishing wall with weather proof exterior 73.75 Rupees Seventy Sqm

emulsion paint on wall surface (two coats) to Three and Paise

give an required even shade after thoroughly Seventy Five Only

brushing the surface to remove all dirt, and

remains of loose powdered materials etc

32 1.00 Constructing Septic tank of size 2.5 x 2 x 1.5 m 20846.70 Rupees Twenty Each

Including Excavation,B.B.C.C. 1:5:10, with Thousand Eight

brick masonarry wall in C;M 1:6 finished with Hundred Forty Six

and Paise Seventy

Cement plaster in C;M; 1:3 incl. partition with

half brick masonary.Etc complete.

33 1.00 Providing Sock well of inside Dimension 3.00 37253.17 Rupees Thirty Seven Each

mt. Deep & 2.00 mt. Dia. Incl. Excavation, Thousand Two

honey comb masonary work in C.M. 1:6 incl. Hundred Fifty Three

Covering the top with slab and providing

mainhole cover incl. Providing vatas and curing

etc. complete..

34 1.00 Providing and fixing water closet squatting pan 1493.87 Rupees One Each

(Indian type W.C. pan) size 580 mm (Including Thousand Four

'P' or 'S' trap, foot rests and excluding Hundred Ninety

Three and Paise

earthwork, bed concrete) Including providing

Eighty Seven Only

and fixing 100 mm size “P” or “S” trap for

water closet squatting pan including jointing

the trap with the pan and soil in cement mortar

1:1 (1 cement : 1 coarse sand) including P & F

in cement mortar 1:3 (1 cement : 3 coarse

sand) A pair of white vitreous china 250 mm x

130 mm x 30 mm foot rest for long pattern

squatting pan water closet, including P & F G.I.

inlet connection for flush pipe with W.C. pan

(A) Vitreous china - (i) Long pattern-white

35 1.00 Providing and fixing Wash basin with single 2180.72 Rupees Two Each

hole for pillar tape with C.I. or M.S. brackets Thousand One

painted white including cutting holes and Hundred Eighty and

Paise Seventy Two

making good the same but excluding fittings.

(A) vitreous china : (ii) Flat back wash basin

550 mm x 400 mm size, (i) in white colour,

including fixing 32 mm dia C.P. Brass waste

pipe, 32 mm dia M. I. Fisher union, 15 mm dia

stop tap and 15 mm dia capstan head pillar

tap, screw down high pressure with screws

shanks and back nuts & inlet & outlet

connections for wash basin etc. complete.

36 1.00 Constructing brick masonry chamber for 2932.93 Rupees Two Each

underground C.I. Inspection chamber and Thousand Nine

bends with bricks having crushing strength not Hundred Thirty Two

and Paise Ninety

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

37 1.00 Providing and fixing S.W. gully trap with C.I. 1246.92 Rupees One Each

grating brick masonry chamber and water tight Thousand Two

C.I. cover with frame of 300mm x 300mm size Hundred Forty Six

and Paise Ninety

(inside) with standard weight.(i) Square mouth

traps.(B) 150mm x 100mm size P or R type

38 1.00 Providing and fixing PVC SWR Nahni trap IS 586.60 Rupees Five Each

14735 for drain - 100 mm diameter with jali of Hundred Eighty Six

the following nominal diameter of self and Paise Sixty

cleansing design with C.I scread down or

hinged grating including the cost of cutting and

making good the walls

39 1.00 Providing and fixing C.P. brass towel rail 616.42 Rupees Six Hundred Each

comlete with C.P. brass brackets fixed to Sixteen and Paise

wooden plugs with C.P. brass scews.(B) Forty Two Only

600mm x 20mm size.

40 25.00 Providing laying and jointing in true line and 72.65 Rupees Seventy Rmt

level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for Two and Paise Sixty

cold water including fittings as approved by Five Only

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

41 25.00 Providing laying and jointing in true line and 91.84 Rupees Ninety One Rmt

level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for and Paise Eighty

cold water including fittings as approved by Four Only

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

42 10.00 Providing and fixing to wall ceiling and floor 280.23 Rupees Two Rmt

10.0 Kg. F/Cm2 working pressure polythene Hundred Eighty and

pipes of the following outside Dia. Low Paise Twenty Three

densidy, complete with special falnge

compression type fittings, wall clipsetc.

including making good the wall ceiling and

43 25.00 Providing and fixing to wall ceiling and floor 339.05 Rupees Three Rmt

10.0 Kg. F/Cm2 working pressure poluthene Hundred Thirty Nine

pipes of the following outside Dia. Low and Paise Five Only

densidy, complete with special falnge

compression type fittings, wall clipsetc.

including making good the wall ceiling and

floor.(G)110 mm

44 10.00 Providing, laying and jointing in true line and 876.11 Rupees Eight Rmt

level 110 diametre U.P.V.C (Type B) Hundred Seventy

conforming to IS 13592-1992 with one end Six and Paise

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.

45 1.00 Providing and fixing in position cowel vent to 393.04 Rupees Three Each

pipes.(B) 75mm dia. Hundred Ninety

Three and Paise

46 1.00 Providing and fixing Gun metal check or non- 420.63 Rupees Four Each

return fullway wheel valve.(C) 25mm dia. Hundred Twenty

and Paise Sixty

47 1.00 Providing and fixing Gun metal check or non- 186.83 Rupees One Each

return fullway wheel valve.(A) 15mm dia. Hundred Eighty Six

and Paise Eighty

48 3.00 Providing and fixing screw down bib taps of 186.83 Rupees One Each

following size.(B) Brass chromium plated Hundred Eighty Six

screws down Bib Tap. (i) 15mm dia. and Paise Eighty

49 1.00 Providing and fixing ball cock of approved. 132.89 Rupees One Each

quality as directed.(A) Copper Metal (i) 25mm Hundred Thirty Two

dia. and Paise Eighty

50 1000.00 Providing erecting and fixing double coated ISI 3.95 Rupees Three and Litre

water tank of required capacity each with all Paise Ninety Five

necessary fittings and connection etc. Only

complete on terrace

51 6.20 Providing and fixing window having extruded 1713.70 Rupees One Sqm

aluminum colour anodized section frame main Thousand Seven

outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Hundred Thirteen

and Paise Seventy

Kg / Rmt, horizontal two track member size

0.695 Kg/mt, vertical member of size

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

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 window.

52 0.45 Providing and fixing standared extruded of 1175.56 Rupees One Sqm

alluminium section of size 63mm x 38.10mm x Thousand One

1.2mm @ Wt. 0.643 Kg/mt with colour Hundred Seventy

Five and Paise Fifty

anodized alluminium frame for ventilation with

5 mm thick frosted glass as details etc

complete for Ventilation

53 155.00 Providing and fixing M.S. grills of required 106.29 Rupees One Kg

pattern to wooden frames of windows etc. with Hundred Six and

M.S. flats at required spacings and frame Paise Twenty Nine

alround, square or round bars with round

headed bolts and nuts or by screws (A) Plain

54 1.72 Steel work, welded in built up sections framed 9108.48 Rupees Nine Quintal

work including cutting, hoisting, fixing in Thousand One

position and applying a priming coat of red Hundred Eight and

Paise Forty Eight

lead 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 (Door)

55 1.60 Providing and fixing of fully glazed solid PVC 1899.48 Rupees One Sqm

panel PVC door along with solid PVC door Thousand Eight

frame. 30mm thick FACTORY MADE FULLY Hundred Ninety

GLAZED SOLID PVC DOOR SHUTTER

Forty Eight Only

consisting of frame made out of M.S. tube of

19 gauge thickness and size of 19mm x 19mm

for style and 15mm x 15mm for top, lock and

bottom rail. M.S. frame shall have a coat of

steel primer of approved make and

manufacture. M.S. frame shall be covered with

5 mm thick heat mouled PVC ‘C” channel of

size 75mm x 30mm x 50mm out of whch

10mm shall be bent at 90 degree towards inner

side on front face of the door. M.S. frame at

lock rail shall be covered with 125 mm wide

PVC sheet out of which 0mm on both the

edges shall be bent at 90 degree on front face

of the door and 7mm wide PVC sheet shall

cover the M.S. frame at top, lock and bottom

rail on back side of door, 5 mm thick 20mm

wide cross PVC sheet as gap insert for top and

bottom rail. PVC sheet beading of 15mm thick

(5mm x3) 15mm wide to be stuck internally

with solvent cement adhesive in stiles and

rails. Glass panel will be fittd externally in the

clear space available between the stiles and

56 7.20 Providing and fixing 18 mm thick mirror 2181.70 Rupees Two Sqm

polished Granite stone of machine cut & full Thousand One

round edge and polished of approved quality in Hundred Eighty One

and Paise Seventy

cladding on sill and around the Doors /

windows / ventilation with 20 mm thick cement

plaster 1:3 and jointed with white / matching

pigment cement slurry & adhesive, including

polishing & moulding of exposed edges etc.

complete for all floor level as directed by

Engineer-in-charge.

57 6.20 Providing & fixing mosquito mesh for windows 353.50 Rupees Three Sqm

& ventilations complete Hundred Fifty Three

and Paise Fifty Only

58 1.00 Supplying and fixing slide, seesaw and swing 32976.50 Rupees Thirty Two Job

combo set as per the instruction of Engineer in Thousand Nine

charge. Hundred Seventy

Six and Paise Fifty

59 1.00 Providing and Fixing SS 304 Foldable Checking 6060.00 Rupees Six MR

bed having size 1.50 X 0.60 X 0.75 mm Thousand Sixty and

thick, matter of 25.4 (1") of 40 density, cover

with regine cloth of approved quality etc

completed as directed by Engineer incharge.

60 1.00 Providing and Placing IT wood writing table 10100.00 Rupees Ten MR

having size 1.50 X 0.75 X 0.75 mt with one side Thousand One

drawer with using of 19mm thick WP wood, top Hundred and Paise

cover with 1 mm thick wood type Formica

including using of all necessary material &

labour etc completed as directed by Engineer

61 10.00 Providing and fixing Fabric cloth Curtain having 858.50 Rupees Eight MR

length 1.8 mtr for covering of checking area Hundred Fifty Eight

including using of alluminum sliding channel and Paise Fifty Only

etc complete as directed by Engineer incharge.

62 20.00 Providing and Fixing of SS 304 Hanger for bag 252.50 Rupees Two MR

including using all necessary materials like SS Hundred Fifty Two

rail, screw etc completed as directed by and Paise Fifty Only

Engineer Incharge.

63 1.00 Providing and Fixing pin cushion display board 606.00 Rupees Six Hundred MR

having size 1.20 X 0.75 mt including using of Six and Paise Zero

alluminum section frame, 18mm thick WB Only

plywood, nevy blue Cushion cloth pin etc

completed as directed by Engineer Incharge.

64 3.50 Providing and fixing PVC modular kitchen 5555.00 Rupees Five MR

cabinet consisting of base and wall units, Thousand Five

made from high quality rigid PVC boards Hundred Fifty Five

(minimum 15–18 mm thick), including

shutters, shelves, drawers, SS hinges,

telescopic channels, handles, magnetic locks,

necessary fittings, cutting, fixing, complete as

per design and direction of Engineer-in-charge.

65 1.00 Providing and fixing of hook of 10mm or 12mm 252.50 Rupees Two MR

dia including drilling hole, fixing of male- Hundred Fifty Two

female thrade fastner sealing the same with and Paise Fifty Only

appoxy compound, finishing the same etc

complete as directed by Engineer incharge.

66 1.00 Providing and fixing medical device & 1212.00 Rupees One MR

equipment standio meter height measuring Thousand Two

scale 2.10mt long including fixing in wall with Hundred Twelve

using of all heavy SS screw, rail etc complete

as directed by Engineer incharge.

67 2.00 Providing and supplying standard PVC 808.00 Rupees Eight MR

(Polyvinyl chloride) Chair with handle of Hundred Eight and

Engineer incharge.

68 2.00 Providing and supplying standard PVC 606.00 Rupees Six Hundred MR

(Polyvinyl chloride) Stool having size 3.75 X Six and Paise Zero

0.60 X 0.45mtr of approved make as directed Only

by Engineer incharge.

69 1.00 Providing & fixing ABC type fire extinguisher 4 1515.00 Rupees One MR

kg ISI marked complete Thousand Five

Hundred Fifteen

70 2.90 Providing & Fixing Shelf Adhesive Tractile Tiles 1212.00 Rupees One Sqm

as per Architect/ EIC Instruction. The Tiles Thousand Two

shall be Fixed with Suitable Adhesive Material Hundred Twelve

with All required Additional Hardware Suppot.

Rate shall be Including Transportation , All

Floor , Hardware,

71 5.00 Providing and fixing post and pipe railing as per 1211.52 Rupees One Rmt

detailed drawing including 3 coats of painting Thousand Two

to steel works complete. Hundred Eleven and

Paise Fifty Two Only

In Word Rupees Twelve Lakhs Forty One Thousand Four Hundred Sixty Six and Paise Sixty Nine Only

I / we am/are willing to carry out the work at % Above / below (Percent should be written in figure and words ) of estimated rates

mentioned above

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Dy. Executive Engineer Executive Engineer

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

Vijapur Mehsana

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

contractor under his signature

Notes 3 - Rates quoted include clearance of site (prior commencement of work and at its close ) in all respects and hold good for work

under all conditions, site, moisture, weather etc

Note 4 - To be continued on additional sheets, if found necessary