ICDS

Name of Work :- Construction of Anganvadi - Nandghar (Frame structure) at Various Village of

Ranpur Taluka Dist. Botad (Package BTD/Anganvadi/Pac-25) (Aniyali Kathi-

Bill of Quantities

Memorandum showing items of works to be carried out

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

1 99.200 Cum Excavation for foundation upto 1.50 157.16 Rupees One One

M.depth including sorting out Hundred Fifty Cubic

&stacking of useful materials i.e. Seven and Paise metre

dispositing the excavated stuff up to Sixteen only

all lead (a)Dense or Hard soil.

2 54.600 Cum Excavation for foundation upto 1.5 268.92 Rupees Two One

m depth including sorting out and Hundred Sixty Cubic

stacking of useful materials and Eight and Paise metre

disposing off the excavated stuff Ninety Two only

upto all lead.(C) Hard Murrum.

3 32.800 Cum Providing and laying cement 2927.46 Rupees Two One

concrete 1:4:8 (1 cement, 4sand,8 Thousand Nine Cubic

Crushed stone aggregates 40 Hundred Twenty metre

mm.Nominal size)and curing Seven and Paise

complete, excluding cost of

formwork in(a) Foundation and

4 65.000 Cum Brickwork using common burnt clay 4214.33 Rupees Four One

building brick shaving crushing Thousand Two Cubic

strength not less than 35 Kg/Sqcm. Hundred Fourteen metre

in foundation and plinth in cement and Paise Thirty

mortar 1:6(1 Cement ; 6 Fine sand)

Conventional bricks.

5 15.800 Cum Providing and laying ordinary 6789.22 Rupees Six One

cement concrete1:1:2 Thousand Seven Cubic

(1cement,1sand, 2 gradedstone Hundred Eighty metre

aggregates 20 mm.Nominal size) and Nine and Paise

Twenty Two only

finishing smooth with curing etc.

complete excluding cost of form

work and reinforcement for

reinforced cement concrete work in

in A) Foundations, footings, base of

columns and mass concrete

6 116.400 Cum Filling in foundation and plinth with 301.78 Rupees Three One

murrum or selected soil in layers of Hundred One and Cubic

20cm. thickness including watering, Paise Seventy metre

ramming and consolidating etc. Eight only

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

7 14.800 Cum Filling in plinth with sand under 481.80 Rupees Four One

floors including watering ramming, Hundred Eighty Cubic

consolidating and dressing complete. One and Paise metre

8 34.600 Cum Brickwork using common burnt clay 4496.05 Rupees Four One

building brick shaving crushing Thousand Four Cubic

strength not less than 35 Kg/Sqcm. Hundred Ninety metre

in super structure for all floors. in Six and Paise Five

cement mortar 1:6(1 Cement ;6 Fine

9 46.000 Sqm Half brick masonry in comon burnt 746.03 Rupees Seven One

clay building bricks having crushing Hundred Forty Six Squere

strength not less than 35Kg./Sq.Cm. and Paise Three metre

in cement mortar 1:3 (1 Cement : 3 only

coarse sand) with 2 nos of 6mm mild

steel round bars after every three

course embedded in cement mortar

in foundation and

plinth.Conventional

10 7.200 Cum Providing and laying ordinary 10839.25 Rupees Ten One

cement concrete1:1.5:3 (1cement, Thousand Eight Cubic

1.5sand, 3 graded stone aggregates Hundred Thirty metre

20 mm .Nominal size) and finishing Nine and Paise

Twenty Five only

smooth with curing etc. complete

including the cost of formwork but

excluding the cost of reinforcement

of R.C.C. work in Column (iii)

Having cross-sectional area more

than 0.085 Sq.M. and up to

11 0.600 Cum Providing & laying ordinary C.C. 1:1 8888.17 Rupees Eight One

1/2:3 ( 1 cement ,1 1/2 course sand, 3 Thousand Eight Cubic

graded stone agg. of 20 mm nominal Hundred Eighty metre

size )and for R.C.C. LINTELS incl. Eight and Paise

Finishing smooth with curring of

formwork but excl. the cost of

reinforcement.for above floor upto

Floor ALL level.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

12 1.680 Cum Providing and laying cement 7207.30 Rupees Seven One

concrete1:1.5:3 (1cement, 1.5sand, Thousand Two Cubic

3 gradedstone aggregates20 Hundred Seven metre

mm.Nominal size) and curing and Paise Thirty

complete, including cost of

formwork in sill and sides (R.C.C.

band) but excluding the cost of

reinforcement upto floor all level

13 1.600 Cum Providing & laying cement concrete 7063.33 Rupees Seven One

1:11/2:3 (1 cement ,11/2 course Thousand Sixty Cubic

sand,3graded stone agg.of 20 mm Three and Paise metre

nominal size) for rein-forcement Thirty Three only

concrete CHHAJJAS not exceeding

10cm. thickness upto floor two level

incl. finishing the exposed surface

with C.M. 1:3 (1 cement ,3 fine

sand) to give a smooth and ever

surface, centering, formwork and

curring comp.Excl. the cost of

reinforcement. above plinth Upto

floor all level.

14 19.000 Cum Providing & laying C.C. 1:1/2:3 (1 8035.64 Rupees Eight One

cement ,1/2 course sand,3 graded Thousand Thirty Cubic

stone agg.of 20 mm nominal size) Five and Paise metre

and finishing smooth with curring Sixty Four only

etc. comp. incl. the cost of formwork

but excl. the cost of reinforcement

for R.C.C. work in. (A) Beam :-

Having cross sectional Area 0.085 to

0.12 Sqm.upto floor all level

15 16.200 Cum Providing & laying ordinary cement 7258.19 Rupees Seven One

concrete1:11/2:3 (1 cement ,11/2 Thousand Two Cubic

course sand,3 graded stone agg.of 20 Hundred Fifty metre

mm nominal size) exposed work Eight and Paise

with curring etc.comp. incl. the cost

of formwork but excluding the cost

of reinforce ment for R.C.C. work

in. SLAB :- having more then 10cm.

and end upto 13cm. thickness.upto

floor all level

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

16 5848.000 Kg Providing TMT Bar FE 500/500D 77.29 Rupees One

reinforcement for R.C.C. work Seventy Seven Kilogram

including bending, binding and and Paise Twenty

placing in position complete upto Eight only

floor all level

17 38.600 Sqm Providing fixing of Polished Marble 3211.25 Rupees Three One

Colour or Black frame for Doors & Thousand Two Squere

Windows, Platform including Hundred Eleven metre

necessary holdfasts, holes for and Paise Twenty

fixtures and fastenings incl. all

labour & materials etc. comp

18 7.200 Sqm Providing and fixing 35mm. Thick 3933.51 Rupees Three One

Panelled,glazed orPanelled and Thousand Nine Squere

glazed shutters for doors,windows Hundred Thirty metre

andclearstory windows including Three and Paise

anodised alluminiumbutt hinges with

necessary screws and Indian

TeakWood shutters with-(B) Partical

board panells.12mm. thick including

applying primer and two coats of oil

painting etc. complete

19 2.600 Sqm Providing and fixing 30mm thick FACTORY 2236.14 Rupees Two One

MADE SOLID BOTH SIDE PRELAM PANEL Thousand Two Squere

PVC DOOR SHUTTER consisting of frame made

out of M.S. tubes of 19 gauge thickness and size

Hundred Thirty metre

of 19mm x 19mm for stiles, top and bottom rails. Six and Paise

M.S. frame shall have a coat of steel primer of Fourteen only

approved makde and manufactures. M.S frame

covered with 5mm thick heat moulded prelim

PVC ‘C’ channel of siz 30mm thickness, 70 mm

width of which 50mm shall be flat and 20mm

shall be tapered in 45 degree Angle on either side

forming stiles, and 5mm thick, 95mm wide pream

PVC sheet out of which 75mm shall be flat and

20mm shall be tapered in 45 degree on the inner

side ot form top and bottom rail and 115mm wide

prelim PVc sheet out of which 75nmm shall be

flat and 20mm shall be tapered on both side to

form lock rail, Top, bottom and lock rails shall be

provided either side of the panel. 10mm (5mm x

2) thick 20mm wide cross PVC sheet shall be

provided as gap insert for top rail and bottom

rails. Panelling of 5mm thck both side prelim PVC

sheet to be fitted in the M.S. frame welded,sealed

to the stiles and rails with 7mm (5mm + 2 mm)

thick x 15mm wide PVC sheet beading on inner

side, and joined togeth with solvent cement

adhesive. An additional 5mm thick PVC strip of

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

20 446.000 Sqm 20mm thick sand faced cement 342.41 Rupees Three One

plaster on wall up to height 10meters Hundred Forty Squere

above ground level consisting of Two and Paise metre

12mm thick backing coat of C.M. 1:3 Forty One only

(1 cement : 3 sand) and 8mm thick

finishing coat of C.M. 1:1 (1 cement

: 1 sand) etc. complete

21 306.000 Sqm Providing 10mm thick cement plaster 145.65 Rupees One One

in single coat on brick/concrete walls Hundred Forty Squere

for interior plastering upto floor all Five and Paise metre

level and finished even and smooth Sixty Five only

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

22 88.000 Sqm Providing and laying 24" x 24" 1264.41 Rupees One One

vitrified 8MM thick tile flooring Thousand Two Squere

over 20MM (average) base of Hundred Sixty metre

cement mortar 1:6 (1- Cement : 6- Four and Paise

Coarse Sand) on new surface or

fixing on existing flooring by adhe-

sive material including dismentalling

of existing flooring and jointed with

colour cement slurry including

finished with flush pointing and

cleaning the surface etc. complete.

For Light shade

23 10.200 Sqm Providing and laying Ceramic tiles 992.15 Rupees Nine One

6mm thick in flooring treads of steps Hundred Ninety Squere

and landing laid on a bed of 12mm Two and Paise metre

thick cement mortar 1:3 (1cement : 3- Fifteen only

coarse sand ) finishing with flush

pointing in white cement

24 76.200 Sqm Providing and layingCeramic tiles 1023.89 Rupees One One

6mm thick in skrting risers of steps Thousand Squere

and dedo on 10mm thick cement Twenty Three and metre

plaster 1:3 (1-cement : 3coarse sand) Paise Eighty Nine

and jointed with white cement slurry

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

25 27.600 Sqm Providing and laying polished Kota 1019.39 Rupees One One

stone slab flooring over 20mm Thousand Squere

(Average) thick base of cement Ninteen and Paise metre

mortar 1:6 (1cement : 6-coarse sand) Thirty Nine only

or L.M. 1.1.5 (1-Lime putty :1.5 -

coarse sand) laid over and jointed

with grey cement slurry mixed with

pigment to match the shade of slab

including rubbing and polishing etc.

complete. (A) 25mm thick

26 273.800 Sqm Applying two coats of Birla or Asian 40.59 Rupees Forty One

acrylic lapy ( putty) & two coats of and Paise Fifty Squere

primer of approved brand and Nine only metre

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

27 444.800 Sqm Finishing wall with weather proof 120.26 Rupees One One

exterior emulsion paint on wall Hundred Twenty Squere

surface(two coats) to give an and Paise Twenty metre

required shape even shade after Six only

thoroughly brushing the surface to

remove all dirt, and remains of loose

powdered materials etc complete

28 274.000 Sqm Distempering (Two coats) with oil 75.68 Rupees One

bound distemper of approved brand Seventy Five and Squere

and manufacture and of required Paise Sixty Eight metre

shade on wall surface to give an even only

shade over and including a priming

coat with distemper primer of

approved brand and manufacture

after thoroughly brushing the surface

free from mortar dropping and other

foreign matter and also including

preparing the surface even and

29 2.000 No Providing and fixing C.I. Manhole 958.17 Rupees Nine One

cover 0.60 M. x 0.45M. Size having Hundred Fifty Number

weight not less than 35Kg. Eight and Paise

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

30 2.000 No Proving and fixing water closet 1436.33 Rupees One One

squatting pan (Indian type W.C.Pan) Thousand Four Number

size 580 mm. incl. 100mm. Size P Hundred Thirty

trap & Foot rest(Earthwork, bed Six and Paise

Thirty Three only

concrete,foot rests and trap to be

measured and paid for separately)

(A) Vitreous china (I) Long pattern

31 2.000 No Providing and fixing PVC SWR 586.27 Rupees Five One

Nahni trap IS 14735 for drain - 100 Hundred Eighty Number

mm diameter with jali of the Six and Paise

following nominal diameter of self Twenty Seven

cleansing design with C.I scread

down or hinged grating including the

cost of cutting and making good the

32 6.000 Rm Proving and fixing cast iron spigot 892.39 Rupees Eight One

and socket soil, waste and ventilating Hundred Ninety Running

pipes of the following nominal Two and Paise metre

size.(C) 100 mm. Dia. Thirty Nine only

33 2.000 No Proving and fixing in position cowl 505.17 Rupees Five One

vent to pipes(C) 100 mm. Dia. Hundred Five and Number

Paise Seventeen

34 4.000 No Providing and fixing S.W. gully trap 1292.19 Rupees One One

with C.I. grating brick masonry Thousand Two Number

chamber and water tight C.I. cover Hundred Ninety

with frame of 300mm x 300mm size Two and Paise

(inside) with standard weight.(i)

Square mouth traps. (A) 100mm x

100mm size P type.

35 2.000 No Constructing brick masonry road 3504.02 Rupees Three One

gully chamber 450mm x 450mm x Thousand Five Number

775mm with vertical grating Hundred Four and

complete With C.I. Manhole Cover Paise Two only

450x600 mm size

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

36 2.000 No Providing and fixing washbasin with 2390.66 Rupees Two One

single hole for pillar tap with C.I. or Thousand Three Number

M.S. brackets painted white Hundred Ninety

including sutting holes and making and Paise Sixty

good (A) Vitreous China:(ii) Flat

Back washbasin 550 mm x 400mm

size. (i) In white colour. with CP

brass couplin, padastal matching the

shade, waste pipe,rubber pipe etc

37 42.000 Rm Providing, laying and jointing in true line 876.90 Rupees Eight One

and level 110 diametre U.P.V.C (Type Hundred Seventy Running

B) conforming to IS 13592-1992 with Six and Paise metre

one end plain and other end socketed Ninety only

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.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

38 10.000 Rm Providing laying and jointing in true line 834.38 Rupees Eight One

and level 160 mm dia. U.P.V.C. SWR Hundred Thirty Running

Type B pipe conforming to IS 13592- Four and Paise metre

1992 with one end plain and other end Thirty Eight only

socketed with rubbering & fitting

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 the wall using of PVC clamp of the

size 110 mm dia X 149 mm length X

mm high at every 2000 mm center to

center or shall be concealed in wall as

directed including necessary fittings such

as bends, shoes etc. including testing of

pipe and joints and jointed with adhesive

solvent cement, including cost of all

39 20.000 Rm Providing and fixing concealed 338.24 Rupees Three One

center point to wall ceiling & floor Hundred Thirty Running

CPVC (SDR 13.5) PIPE having Eight and Paise metre

National Sanitation Foundation Twenty Four only

(NSF) seal for potable water of

following dia. nominal bore tube

fittings and clamps including making

good the wall, ceiling and floor etc.

complete. [D] 32mm.

40 40.000 Rm Providing and fixing concealed 208.80 Rupees Two One

center point to wall ceiling & floor Hundred Eight Running

CPVC (SDR 13.5) PIPE having and Paise Eighty metre

National Sanitation Foundation only

(NSF) seal for potable water of

following dia. nominal bore tube

fittings and clamps including making

good the wall, ceiling and floor etc.

complete. [B] 20mm.

41 6.000 No Proving and fixing screw down bib 186.83 Rupees One One

taps of following size.(A) Brass Hundred Eighty Number

screw downbib tap polished bright. Six and Paise

(I) 15 mm. Dia. Eighty Three only

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

42 2.000 No Proving sock pit of 5.0 Cumt. 3457.27 Rupees Three One

Volume including excavating and Thousand Four Number

filling brick bats with dry masonary Hundred Fifty

work at top for 45 cm. Height Seven and Paise

including covering the top with stone

including providing vatas in c.m. 1;3

with finishing,curing etc. complete

43 2000.000 Lit Providing and Fixing double coated 3.95 Rupees Three One Litre

Syntex or Equivalent PVC ( ISI) and Paise Ninety

mark water tank of required capacity Five only

each with all necessary fittings and

connection etc. comp on terrace or as

directed by Engineer - in- charge.

44 2.000 No Providing & Constructing filter 10576.72 Rupees Ten One

Chamber of size 1.76 x 1.21 x 1.20 Thousand Five Number

mt. Including connecting rain water Hundred Seventy

pipes as per detail drawing or as Six and Paise

Seventy Two only

directed by engineer incharge.

45 2.000 No Providing and Constructing 20693.89 Rupees Twenty One

Percolation Sockwell of 1.54 mt Thousand Six Number

internal clear diameter and 3.50 Mt Hundred Ninety

depth including brick masonary in Three and Paise

Eighty Nine only

C.M 1:6.,R.C.C. Top slab of 10 cm

thick.filling witth gravel

etc.complete as per detail drawing or

as directed by engineer in charge.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

46 102.000 Sqm Providing and laying water proofing 1070.33 Rupees One One

tretment with chaina mosaic tiles Thousand Squere

flooring over avg 40 mm C.C.1:2:4 {1 Seventy and Paise metre

Cement : 2 sand : 4 Kapachi / Gritt 6 to Thirty Three only

12 mm size} bedding for maintaining

slope for plain and curve surface &

mm to 20 mm of broken piece of seramic

/ glazed tiles ( one for more color as

directed ) to be laid over cement mortar

bedding of C M 1:3 (1 cement : 3 sand )

containg one Kg of water profing

materials per bag of O P C at plain or /

and slops and to be tempered to bring

mortar ceramic up to surface with using

white cement and colour pigment

including rounding of junctions and

extending them up to 15 cm along the

wall and curing with bends any pattens

or design as per drawing and cleaning by

using oxalic acid etc complete.

47 14.400 Sqm Pro. /Fix. with windows with 3930.67 Rupees Three One

40x40x5mm. Iron angle & frame Thousand Nine Squere

30x30x4 mm size in Double Shutter Hundred Thirty metre

with B.G. 20 Gauge Sheet plates and Paise Sixty

with , Hold fasts ,Iron hinges

handles,stopper ,and locking

arrangement etc. comp. Steel welded

is built up section cutting hoisiting

finishing in two coats of oil painting

over coat of primer coat etc. comp.

48 2.400 Sqm Providing & Fixing Acrylic sheet 1515.00 Rupees One One

name board size 2.00 mt x 0.60 sqm. Thousand Five Squere

With painting letters Indicating Hundred Fifteen metre

Gram panchayat office / Village/ and Paise Zero

Taluka/ Dist. Etc. as directed by

Adm. Department etc. with all

required material & Labour comp.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

49 2.000 No Providing, Painting, Lettering " 2020.00 Rupees Two One

Nandghar" Logo board as per design Thousand Number

specified and providing two Twenty and Paise

photograph copies -4 of each in

postcard size of the completed work

as directed 23cm.x45cm.

50 2.000 No Providing, Painting, Lettering, of 20200.00 Rupees Twenty One

Soft-boards, blackboards, Storage Thousand Two Number

areas as per drawing including all Hundred and

direction of Engineer in charge

51 2.000 No Providing, Painting, Lettering Mic. 6060.00 Rupees Six One

Play / Activities and out door Thousand Sixty Number

installations & Notice Board as per and Paise Zero

drawing including all material & only

taxes etc. complete as per direction

of Engineer in charge

52 416.000 Kg Providing and fixing M.S. Grills of 172.41 Rupees One One

required pattern to frames of Pipe / Hundred Seventy Kilogram

Angles etc.including Priming coat of Two and Paise

approved primer and Two coats of Forty One only

Oil painting etc. complete (A) Plain

53 60.000 Rm Providing and fixing 0.60 Meter high 298.66 Rupees Two One

fencing with 1.10 ( Y shape) meter Hundred Ninety Running

long M.S. angle posts 40mm x 40mm Eight and Paise metre

x 6mm and oil painting 3 coats fixed Sixty Six only

at 3.00 Mt. c/c with Three horizontal

lines and two diagonals of

galvanized steel barbed wire

weighing 9.38 Kg per 100meter

strained and fixed to posts with G.I.

staples including fixing the posts in

Compoundwall masonary & Coping

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

54 20.000 Point Point wiring for Light / Bell with 2- 465.61 Rupees Four One Point

1.5 sq.mm & earth wire of 1.5 sq.mm Hundred Sixty

(Green) both are of ISI marked 1.1 Five and Paise

KV grade FRLS PVC insulated multi Sixty One only

strand copper wires up to 10 mtr

length , in below type of pipe erected

with 6A Modular type switch / bell

push & accessories and earth

continuity of following type, erected

on PVC / Metallic/Wooden box,

single mounting base frame covered

with textured/metallic/white front

plate modules erected on / in wall /

ceiling as per pipe erected, with

necessary Lamp holder/ceiling rose /

H.D.Connector as directed. (f) with

medium class Rigid PVC pipe and

accessories erected concealed in

wall/ceiling complete Cat- II

55 6.000 Point Point wiring for FAN with 2-1.5 654.48 Rupees Six One Point

sq.mm & earth wire of 1.5 sq.mm Hundred Fifty

(Green) both are of .ISI marked 1.1 Four and Paise

KV Grade FRLS PVC insulated Forty Eight only

multi strand copper wires up to

mtr length, in below type of pipe

erected with 6A Modular type switch

and hum free EME step type

electronic fan regulator mounted and

accessories with earth continuity of

following type erected on PVC /

Metallic/Wooden box, single

mounting base frame covered with

textured/metallic/white front plate

modules erected on / in wall / ceiling

as per pipe erected. with necessary

ceiling rose / H.D.Connector as

directed. (f) with medium class Rigid

PVC pipe and accessories erected

concealed in wall/ceiling

completeCat- II

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

56 4.000 Point Point wiring for on board Looped 236.34 Rupees Two One Point

Plug with 6A Modular type switch & Hundred Thirty

5 pin socket erected on PVC / Six and Paise

Metallic/Wooden box, single Thirty Four only

mounting base frame covered with

textured / metallic/white front plate

modules erected on / in wall / ceiling

with following type accessories Cat-

57 4.000 Point Point wiring for Individual Plug with & 493.89 Rupees Four One Point

earth wire of 1.5 sq.mm (Green) both are Hundred Ninety

of ISI marked 1.1 KV grade FRLS PVC Three and Paise

insulated multi strand copper wires up to Eighty Nine only

10 mtr length, in below type of pipe

erected complete with Modular type

switch & 5 pin Plug erected on

PVC / Metallic/Wooden box covered

with appropriate front plate modules

erected on / in wall / ceiling as per pipe

erected with following type of

accessories. [I] For 6A Plug and 6 a

switch with 2-1.5 sq.mm Cu. Wire from

nearby switchboard/mcb db board (f)

with medium class Rigid PVC pipe and

accessories erected concealed in

wall/ceiling complete - Cat_II

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

58 16.000 No supplying and erecting LED indoor 238.36 Rupees Two One

fittings with LEDs of wattage 0.2 Watt Hundred Thirty Number

to 0.5 Watt assembled on single Eight and Paise

MCPCB, with housing used as a heat Thirty Six only

sink shall be made of thick sheet Steel

conforming to IS: 513/CRCA/

aluminium die cast powder coated and

high U.V. & corrosion resistance with

diffuser with company mark/name 160V

to 270V, Power Factor more than 0.95,

THD < 15%, CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80

Certificates)(NOTE: Below description

have shown ranges of Wattage capacity

of LED fittings.The Engineer incharge

may select any wattage capacity between

the ranges shown.) (A) Tube Light with

integral driver (iii) 18-20 Watts, Surge -

2KV,IP-20, conventional 4 feet cat-II

59 2.000 No providing and erecting Miniature 91.91 Rupees One

circuit breaker single pole 6A to 25A Ninety One and Number

suitable to operate on 240 V A.C. Paise Ninety One

system and having breaking capacity only

10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI

60 2.000 No Providing & erecting 240 V MCB 278.76 Rupees Two One

double pole switch for lighting Load Hundred Seventy Number

(B Curve) having 10 KA breaking Eight and Paise

capacity & confirms to IS : 8828 in Seventy Six only

existing box having following

capacity (A) 6 to 32 Amp. - Cat-III

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

61 2.000 No Providing and erecting Sheet Steel 1492.78 Rupees One One

powder coated MCB distribution Thousand Four Number

board - flush / surface mounted fitted Hundred Ninety

with busbar, neutral link, earth bar Two and Paise

Seventy Eight only

and DIN rail, Conforms to IS 8623-1

& 3, IEC 61439-1 & 3 without MCB

to house appropriate nos. of

MCBs.(The DBs should be used of

same company of MCB to be used)

suitable for (A) single phase

incoming and horizontal single phase

outgoing (b) sheet steel double door

(IP-43) (iv) 12 Way

62 4.000 No Providing and erecting Approved 1596.81 Rupees One One

make Ceiling fan with double ball Thousand Five Number

bearing ISI mark with condenser Hundred Ninety

A.C. 23OV.50 c/s.1200 mm. sweep Six and Paise

Eighty One only

complete, canopy erected on existing

hook or clamp with earthing.

63 4.000 No Providing and Erecting following 219.17 Rupees Two One

Shock Proof Tissino Type Hundred Ninteen Number

accessories erected on 3 mm thick and Paise

PC (Polycarbonate) Sheet in PVC / Seventeen only

Metal Box erected on Wall / Ceiling.

(14) Electronic Hum Free EME

Socket Type Step Fan Regulator.

64 2.000 No Supplying Erecting Aproved make 2105.85 Rupees Two One

Bracket Fan of ISI Mark with 230 Thousand One Number

Volt A.C., 50 Cy/S 400/450 mm Hundred Five and

Sweep complete on Wall or With Paise Eighty Five

lead cores and connections complete.

(Make shall be Approved by

Engineer in Charge)Category II.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

65 2.000 No Providing and erecting Pipe type 994.85 Rupees Nine One

earthing with 40 mm dia 2.5 mtr long Hundred Ninety Number

'B' grade G.I. pipe with necessary Four and Paise

coupling buch buried in specially Eighty Five only

prepared earth pit & G.I. earth wire

of 8 SWG erected & connected as

directed. For using salt and charcoal

/ coke as required for pipe type

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

66 70.000 Rm Mains with 1.1 KV FRLS PVC 62.62 Rupees Sixty One

insulated ISI Marked Standard Two and Paise Running

Copper Conductor wire in following Sixty Two only metre

Type of Pipe to be erected Concealed

in / Flushed on Wall / Ceiling with

1.5 Sq.mm Copper Conductor FRLS

PVC Insulated Standered wire of

Green Colour for Earth continuity of

following size. (A) With Medium

Class Rigid PVC Pipe and

Accessories. (a) 2 wire 1.5 Sq.mm.

67 2.000 No Supplying & erecting approved make 4819.72 Rupees Four One

self-priming domestic monoblock Thousand Eight Number

water pump with 0.5 H.P. motor, Hundred Ninteen

suitable for operation on 230 volts and Paise Seventy

50 c/s. AC supply with metallic

flange, delivery and discharge of

LPM at 10 mtrs.head. Cat. II

68 2.000 No Providing and fixing 600mm x 859.41 Rupees Eight One

450mm bevelled edge mirrror of Hundred Fifty Number

superior glass mounted on 6mm Nine and Paise

thick A.C. sheet or plywood sheet Forty One only

and fixing to wooden pluge with C.P.

brass screws and washers.

69 60.000 Sqm Providing and fixing pre-cast Rubber 706.93 Rupees Seven One

Dye / steel Dye inter locking Hundred Six and Squere

concrete block 60mm thick with Paise Ninety Three metre

grade of concrete M300 pnumatic only

compressed / vibrated mechanically

and as per approved design

Confirming to IS 15658 :

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.

70 2.000 No Supplying and Fixing 32 Inch & 10100.00 Rupees Ten One

Display Resolution 1280 x 720 Thousand One Number

L.E.D. TV complete as per direction Hundred and

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

71 2.000 No Supplying and Fixing Storage Type 17675.00 Rupees One

Water Cooler With Storage Capacity Seventeen Number

15 Liter complete as per direction of Thousand Six

Engineer in charge (Product Id. Hundred Seventy

72 2.000 No Providing and Fixing SS 304 6060.00 Rupees Six One

Foldable Checking bed having size Thousand Sixty Number

1.50 X 0.60 X 0.75 mm including and Paise Zero

using of 25mm dia pipe, SS 2mm only

thick, matter of 25.4 (1") of

density, cover with regine cloth of

approved quality etc completed as

directed by Engineer lncharge.

73 2.000 No Providing and Placing IT wood 15150.00 Rupees Fifteen One

writing table having size 1.50 X 0.75 Thousand One Number

X 0.75 mt with one side drawer with Hundred Fifty and

cover with 1 mm thick wood type

Formica including using of all

necessary material & labour etc

completed as directed by Engineer

74 13.500 Rm Providing and fixing Fabric cloth 858.50 Rupees Eight One

Curtain having length 1.8 mtr for Hundred Fifty Running

covering of checking area including Eight and Paise metre

using of alluminum sliding channel Fifty only

etc complete as directed by Engineer

75 40.000 No Providing and Fixing of SS 304 252.50 Rupees Two One

Hanger for bag including using all Hundred Fifty Number

necessary materials like SS rail, Two and Paise

screw etc completed as directed by Fifty only

Engineer lncharge.

76 2.000 No Providing and Fixing pin cushion 606.00 Rupees Six One

display board having size 1.20 X Hundred Six and Number

alluminum section frame, 18mm

thick WB plywood, nevy blue

Cushion cloth pin etc completed as

directed by Engineer lncharge.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

77 4.640 Sqm Providing and fixing PVC modular 7575.00 Rupees Seven One

kitchen cabinet consisting of base Thousand Five Squere

and wall units, made from high Hundred Seventy metre

quality rigid PVC boards (minimum Five and Paise

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

78 97.200 Kg Providing and fixing foldable MS 110.77 Rupees One One

ladder having 0.90mt wide & 3.60mt Hundred Ten and Kilogram

long including rod hinge Paise Seventy

arrangement at middle with ladder Seven only

including one coat of red oxide &

two coats of oil paint etc completed

as directed by Engineer lncharge.

79 2.000 No Providing and fixing of hook of 303.00 Rupees Three One

10mm or 12mm dia including Hundred Three Number

drilling hole, fixing of male- female and Paise Zero

thrade fastner sealing the same with only

appoxy compound, finishing the

same etc complete as directed by

Engineer lncharge.

80 2.000 No Providing and fixing medical device 1414.00 Rupees One One

& equipment standio meter height Thousand Four Number

measuring scale 2.10mt long Hundred Fourteen

including fixing in wall with using of and Paise Zero

all heavy SS screw, rail etc complete

as directed by Engineer lncharge.

81 4.000 No Providing and supplying standard 1010.00 Rupees One One

PVC (Polyvinyl chloride) Chair with Thousand Ten Number

handle of approved design and make and Paise Zero

as directed by Engineer lncharge. only

82 4.000 No Providing and supplying standard 606.00 Rupees Six One

PVC (Polyvinyl chloride) Chair with Hundred Six and Number

as directed by Engineer lncharge.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

83 2.000 No Providing & fixing ABC type fire 1515.00 Rupees One One

extinguisher 4 kg ISI marked Thousand Five Number

complete Hundred Fifteen

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Twenty Nine Lakh Ninety Five Thousand Six Hundred Thirty One and Paise Total Rs.

Seventy Six only

I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent (

Should be written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our

tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

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.The labour cess 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 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

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division ( D P ) Road & Building Division