4235 Samaj Kalyan

Name of Work :- Construction of Anganwadi – Nandghar (Frame Structure) At Kendra – Hadida-

2 Ta. Savarkundla Dist. Amreli

Bill of Quantities

Memorandum showing items of works to be carried out

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

1 47.600 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 26.800 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 16.000 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 31.900 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 7.700 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) Nine and Paise

Twenty Two only

and 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 58.200 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 Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

7 7.400 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 19.000 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

cement mortar 1:6(1 Cement ;6 Fine

9 27.400 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 3.800 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 0.300 Cum Providing & laying ordinary C.C. 8888.17 Rupees Eight One

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

sand, 3 graded stone agg. of 20 mm Hundred Eighty metre

nominal size )and for R.C.C. Eight and Paise

LINTELS incl. Finishing smooth

with curring of formwork but excl.

the cost of reinforcement.for above

floor upto Floor ALL level.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

12 0.710 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 0.800 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 9.100 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

15 9.000 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 Hundred Fifty metre

20 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 Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

16 3001.000 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 18.500 Sqm Providing fixing of Polished Marble 3205.70 Rupees Three One

Colour or Black frame for Doors & Thousand Two Squere

Windows, Platform including Hundred Five and metre

necessary holdfasts, holes for Paise Seventy

fixtures and fastenings incl. all

labour & materials etc. comp

18 3.600 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 1.400 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

Hundred Thirty metre

and size of 19mm x 19mm for stiles, top and Six and Paise

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

primer of 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

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

20 222.000 Sqm 20mm thick sand faced cement 342.41 Rupees Three One

plaster on wall up to height Hundred Forty Squere

10meters above ground level Two and Paise metre

consisting of 12mm thick backing Forty One only

coat of C.M. 1:3 (1 cement : 3 sand)

and 8mm thick finishing coat of

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

21 177.000 Sqm Providing 10mm thick cement 145.65 Rupees One One

plaster in single coat on Hundred Forty Squere

brick/concrete walls for interior Five and Paise metre

plastering upto floor all level and Sixty Five only

finished even and smooth in

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

22 44.000 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 5.100 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 : Fifteen only

3-coarse sand ) finishing with flush

pointing in white cement

24 38.100 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 metre

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

and jointed with white cement slurry

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

25 13.800 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

26 161.000 Sqm Applying two coats of Birla or 40.59 Rupees Forty One

Asian acrylic lapy ( putty) & two and Paise Fifty Squere

coats of primer of approved brand Nine only metre

and manufacture on new wall

surface to give an even shade

including thoroughly brushing the

surface free from mortar dropping

and other foreign matter and sand

27 221.300 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

28 161.000 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 only

even 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 papered smooth

29 1.000 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 Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

30 1.000 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 1.000 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

32 3.000 Rm Proving and fixing cast iron spigot 892.39 Rupees Eight One

and socket soil, waste and Hundred Ninety Running

ventilating pipes of the following Two and Paise metre

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

33 1.000 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 2.000 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 1.000 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

complete With C.I. Manhole Cover and Paise Two

450x600 mm size

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

36 1.000 No Providing and fixing washbasin with 2380.56 Rupees Two One

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

M.S. brackets painted white Hundred Eighty

including sutting holes and making and Paise Fifty

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 21.000 Rm Providing, laying and jointing in true 876.90 Rupees Eight One

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

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

with one end plain and other end Ninety only

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

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.

38 5.000 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 145 mm high at every

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 materials.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

39 10.000 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 20.000 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 3.000 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

42 1.000 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 as directed.

43 1000.000 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 1.000 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.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

45 1.000 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.

46 51.000 Sqm Providing and laying broken 779.70 Rupees Seven One

china mosaic flooring for Hundred Seventy Squere

terrace using 12 mm to 20 mm Nine and Paise metre

broken pieces of glazed tiles to be Seventy only

laid over cement mortar 1:3 to plain

or slope and to be tempered to

bring mortar creme out upto

surface using white cement

including rounding off junctions and

extending them upto 15 cm along

the wall,clearing with water and

oxalic acid etc. as directed.

47 6.500 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 1.000 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.

49 1.000 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

per direction of Engineer in charge

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

50 1.000 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

51 208.000 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

52 25.000 Rm Providing and fixing 0.60 Meter 298.66 Rupees Two One

high fencing with 1.10 ( Y shape) Hundred Ninety Running

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

40mm x 6mm and oil painting 3 Sixty Six only

coats fixed 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

53 10.000 Point Point wiring for Light / Bell with 2-1.5 465.61 Rupees Four One

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

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

grade FRLS PVC insulated multi strand Sixty One only

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-

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

54 3.000 Point Point wiring for FAN with 2-1.5 sq.mm 654.48 Rupees Six One

& earth wire of 1.5 sq.mm (Green) both Hundred Fifty Point

are of .ISI marked 1.1 KV Grade FRLS Four and Paise

PVC insulated multi strand copper wires Forty Eight only

up to 10 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

55 2.000 Point Point wiring for on board Looped 236.34 Rupees Two One

Plug with 6A Modular type switch Hundred Thirty Point

& 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- II

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

56 2.000 Point Point wiring for Individual Plug 493.89 Rupees Four One

with & earth wire of 1.5 sq.mm Hundred Ninety Point

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

KV grade FRLS PVC insulated Eighty Nine only

multi strand copper wires up to

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 Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

57 8.000 No supplying and erecting LED indoor 238.36 Rupees Two One

fittings with LEDs of wattage 0.2 Hundred Thirty Number

Watt 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

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

58 1.000 No providing and erecting Miniature 91.91 Rupees One

circuit breaker single pole 6A to Ninety One and Number

25A suitable to operate on 240 V Paise Ninety One

A.C. system and having breaking only

capacity 10 KA to be erected in

existing box. confirming to IS

8828/1996 with ISI Mark Cat-ll

59 1.000 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 Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

60 1.000 No Providing and erecting Sheet Steel 1492.78 Rupees One One

powder coated MCB distribution Thousand Four Number

board - flush / surface mounted Hundred Ninety

fitted with busbar, neutral link, earth Two and Paise

bar and DIN rail, Conforms to IS

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

61 2.000 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

62 2.000 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

63 1.000 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.

64 1.000 No Providing and erecting Pipe type 994.85 Rupees Nine One

earthing with 40 mm dia 2.5 mtr Hundred Ninety Number

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

necessary coupling buch buried in Eighty Five only

specially 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 earthing.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

65 35.000 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

66 1.000 No Supplying & erecting approved 4819.72 Rupees Four One

make self-priming domestic Thousand Eight Number

monoblock water pump with 0.5 Hundred Ninteen

H.P. motor, suitable for operation on and Paise Seventy

230 volts 50 c/s. AC supply with

metallic flange, delivery and

discharge of 32 LPM at

mtrs.head. Cat. II

67 1.000 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.

68 30.000 Sqm Providing and fixing pre-cast 706.93 Rupees Seven One

Rubber Dye / steel Dye inter locking Hundred Six and Squere

concrete block 60mm thick with Paise Ninety metre

grade of concrete M300 pnumatic Three 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.

69 1.000 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 Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

70 1.000 No Supplying and Fixing Storage Type 15150.00 Rupees Fifteen One

Water Cooler With Storage Thousand One Number

Capacity 15 Liter complete as per Hundred Fifty

direction of Engineer in charge and Paise Zero

71 1.000 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 Incharge.

72 1.000 No Providing and Placing IT wood 15150.00 Rupees Fifteen One

writing table having size 1.50 X Thousand One Number

0.75 X 0.75 mt with one side drawer Hundred Fifty

with using of 19mm thick WP wood, and Paise Zero

top cover with 1 mm thick wood

type Formica including using of all

necessary material & labour etc

completed as directed by Engineer

73 6.750 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

74 20.000 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 Incharge.

75 1.000 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 Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

76 2.320 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

77 48.600 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 Incharge.

78 1.000 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 Incharge.

79 1.000 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 and Paise Zero

of all heavy SS screw, rail etc

complete as directed by Engineer

80 2.000 No Providing and supplying standard 1010.00 Rupees One One

PVC (Polyvinyl chloride) Chair Thousand Ten Number

with handle of approved design and and Paise Zero

make as directed by Engineer only

81 2.000 No Providing and supplying standard 606.00 Rupees Six One

PVC (Polyvinyl chloride) Chair Hundred Six and Number

make as directed by Engineer

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

82 1.000 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 Fourteen Lakh Ninety Three Thousand Six Hundred Eighty Three and Paise Total Rs.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but may according to

be more or less. estimated

In Figure In Words. quantieis.

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

Savarkundla Amreli