DMF

Name of Work :- Construction of Anganvadi - Nand Ghar (Frame structure) at Village-Vavdi,

Tal. Rajula, Dist. Amreli

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 40.900 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

50.M.lead (a)Dense or Hard soil.

2 26.500 Cum Excavation for foundation upto 1.5 m 268.92 Rupees Two One

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 50 Meter lead.(C) Hard Murrum

3 20.100 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 29.000 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. in Hundred metre

foundation and plinth in cement Fourteen and

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

Conventional bricks

5 6.600 Cum Providing and laying ordinary 7193.40 Rupees Seven One

cement concrete1:1:2 Thousand One Cubic

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

aggregates 20 mm.Nominal size) and Three and Paise

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

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.

6 42.500 Cum Filling in foundation and plinth with 301.78 Rupees Three One

murrum or selected soil in layers of Hundred One Cubic

20cm. thickness including watering, and Paise Seventy metre

ramming and consolidating etc. Eight only

7 16.500 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. in Hundred Ninety metre

super structure for all floors. in Six and Paise

cement mortar 1:6(1 Cement ;6 Fine

8 24.100 Sqm Half brick masonry in comon burnt 746.03 Rupees Seven One

clay building bricks having crushing Hundred Forty Squere

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

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

9 3.300 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

10 0.300 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 Seventeen only

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.

11 0.650 Cum Providing and laying cement 7207.29 Rupees Seven One

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

gradedstone aggregates20 Hundred Seven metre

mm.Nominal size) and curing and Paise Twenty

complete, including cost of formwork Eight only

in sill and sides (R.C.C. band) but

excluding the cost of reinforcement

upto floor all level

12 0.600 Cum Providing & laying cement concrete 7063.32 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 Two 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.

13 9.000 Cum Providing & laying C.C. 1:1/2:3 (1 8035.64 Rupees Eight One

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

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

finishing smooth with curring etc. Sixty Four only

comp. incl. the cost of formwork but

excl. the cost of reinforcement for

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

cross sectional Area 0.08 to

Sqm.upto floor all level

14 5.900 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 with Eight and Paise

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

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.

15 2546.000 Kg Providing TMT Bar FE 500/500D 77.29 Rupees One

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

including bending, binding and and Paise Twenty m

placing in position complete upto Eight only

floor all level

16 15.900 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 metre

necessary holdfasts, holes for and Paise Seventy

fixtures and fastenings incl. all

labour & materials etc. comp

17 2.200 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

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.

18 2.100 Sqm Providing and fixing 30mm thick 2236.14 Rupees Two One

FACTORY MADE SOLID BOTH SIDE Thousand Two Squere

PRELAM PANEL PVC DOOR SHUTTER Hundred Thirty metre

consisting of frame made out of M.S. tubes Six and Paise

of 19 gauge thickness and size of 19mm x

19mm for stiles, top and bottom rails. M.S.

frame shall have a coat of steel 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

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 20mm

19 175.000 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

20 164.000 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-

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.

21 48.700 Sqm Providing and laying 24" x 24" 1264.41 Rupees One One

vitrified 8MM thick tile flooring over Thousand Two Squere

20MM (average) base of cement Hundred Sixty metre

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

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

22 4.800 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

23 37.800 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

24 147.900 Sqm Applying two coats of Birla or Asian 40.59 Rupees One

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

primer of approved brand and Fifty 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

25 185.100 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

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.

26 148.000 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

27 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 Numbe

weight not less than 35Kg. Eight and Paise r

28 1.000 No Proving and fixing water closet 1436.33 Rupees One One

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

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

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

29 1.000 No Providing and fixing PVC SWR 586.27 Rupees Five One

Nahni trap IS 14735 for drain - 100 Hundred Eighty Numbe

mm diameter with jali of the Six and Paise r

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

30 3.000 Rm Proving and fixing cast iron spigot 892.39 Rupees Eight One

and socket soil, waste and ventilating Hundred Ninety Runnin

pipes of the following nominal Two and Paise g metre

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

31 1.000 No Proving and fixing in position cowl 505.17 Rupees Five One

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

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.

32 2.000 No Providing and fixing S.W. gully trap 1292.19 Rupees One One

with C.I. grating brick masonry Thousand Two Numbe

chamber and water tight C.I. cover Hundred Ninety r

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.

33 1.000 No Constructing brick masonry road 3504.02 Rupees Three One

gully chamber 450mm x 450mm x Thousand Five Numbe

775mm with vertical grating Hundred Four r

complete With C.I. Manhole Cover and Paise Two

450x600 mm size

34 1.000 No Providing and fixing washbasin with 2380.56 Rupees Two One

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

M.S. brackets painted white including Hundred Eighty r

sutting holes and making good (A) and Paise Fifty

Vitreous China:(ii) Flat Back washbasin Six only

550 mm x 400mm size. (i) In white

colour. with CP brass couplin, padastal

the shade, waste pipe,rubber pipe etc

35 15.000 Rm Providing, laying and jointing in true line 876.90 Rupees Eight One

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

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

36 10.000 Rm Providing and fixing concealed 338.24 Rupees Three One

center point to wall ceiling & floor Hundred Thirty Runnin

CPVC (SDR 13.5) PIPE having Eight and Paise g 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.

37 20.000 Rm Providing and fixing concealed 208.80 Rupees Two One

center point to wall ceiling & floor Hundred Eight Runnin

CPVC (SDR 13.5) PIPE having and Paise Eighty g 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.

38 3.000 No Proving and fixing screw down bib 186.83 Rupees One One

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

screw downbib tap polished bright. Six and Paise r

(I) 15 mm. Dia. Eighty Three only

39 1.000 No Proving sock pit of 5.0 Cumt. 3457.27 Rupees Three One

Volume including excavating and Thousand Four Numbe

filling brick bats with dry masonary Hundred Fifty r

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

40 1000.000 Lit Providing and Fixing double coated 3.95 Rupees One

Syntex or Equivalent PVC ( ISI) Three and Paise Litre

mark water tank of required capacity Ninety Five only

each with all necessary fittings and

connection etc. comp on terrace 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.

41 46.000 Sqm Providing and laying broken 779.70 Rupees Seven One

china mosaic flooring for terrace Hundred Seventy Squere

using 12 mm to 20 mm broken Nine and Paise metre

pieces of glazed tiles to be laid over Seventy only

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.

42 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.

43 1.000 No Providing, Painting, Lettering " 2020.00 Rupees Two One

Nandghar" Logo board as per design Thousand Numbe

specified and providing two Twenty and r

photograph copies -4 of each in

postcard size of the completed work

as directed 23cm.x45cm.

44 1.000 No Providing, Painting, Lettering, of 20200.00 Rupees Twenty One

Soft-boards, blackboards, Storage Thousand Two Numbe

areas as per drawing including all Hundred and r

direction of Engineer in charge

45 1.000 No Providing, Painting, Lettering Mic. 6060.00 Rupees Six One

Play / Activities and out door Thousand Sixty Numbe

installations & Notice Board as per and Paise Zero r

drawing including all material & only

taxes etc. complete as per direction

of 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.

46 191.000 Kg Providing and fixing M.S. Grills of 172.41 Rupees One One

required pattern to frames of Pipe / Hundred Seventy Kilogra

Angles etc.including Priming coat of Two and Paise m

approved primer and Two coats of Forty One only

Oil painting etc. complete (A) Plain

47 22.000 Rm Providing and fixing 0.60 Meter high 298.66 Rupees Two One

fencing with 1.10 ( Y shape) meter Hundred Ninety Runnin

long M.S. angle posts 40mm x 40mm Eight and Paise g 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 etc. complete

48 10.000 Point Point wiring for Light / Bell with 2- 465.61 Rupees Four One

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

(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

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

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

(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

50 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-

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.

51 2.000 Point Point wiring for Individual Plug with 493.89 Rupees Four One

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

both are of ISI marked 1.1 KV grade Three and Paise

FRLS PVC insulated multi strand Eighty Nine only

copper wires up to 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 -

52 8.000 No supplying and erecting LED indoor 238.36 Rupees Two One

fittings with LEDs of wattage 0.2 Watt to Hundred Thirty Numbe

0.5 Watt assembled on single MCPCB, Eight and Paise r

with housing used as a heat sink shall be Thirty Six only

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

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.

53 1.000 No providing and erecting Miniature 91.91 Rupees One

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

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

system and having breaking capacity only

10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI

54 1.000 No Providing & erecting 240 V MCB 278.76 Rupees Two One

double pole switch for lighting Load Hundred Seventy Numbe

(B Curve) having 10 KA breaking Eight and Paise r

capacity & confirms to IS : 8828 in Seventy Six only

existing box having following

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

55 1.000 Point Providing and erecting Sheet Steel 1492.78 Rupees One One

powder coated MCB distribution Thousand Four Point

board - flush / surface mounted fitted Hundred Ninety

with busbar, neutral link, earth bar Two and Paise

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

56 2.000 No Providing and erecting Approved 1596.81 Rupees One One

make Ceiling fan with double ball Thousand Five Numbe

bearing ISI mark with condenser Hundred Ninety r

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.

57 2.000 No Providing and Erecting following Shock 219.17 Rupees Two One

Proof Tissino Type accessories erected Hundred Ninteen Numbe

on 3 mm thick PC (Polycarbonate) Sheet and Paise r

in PVC / Metal Box erected on Wall / Seventeen only

Ceiling. (14) Electronic Hum Free EME

Socket Type Step Fan Regulator.

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 1.000 No Supplying Erecting Aproved make 2105.85 Rupees Two One

Bracket Fan of ISI Mark with 230 Volt Thousand One Numbe

A.C., 50 Cy/S 400/450 mm Sweep Hundred Five r

complete on Wall or With lead cores and and Paise Eighty

connections complete. (Make shall be Five only

Approved by Engineer in

Charge)Category II.

59 1.000 No Providing and erecting Pipe type 994.85 Rupees Nine One

earthing with 40 mm dia 2.5 mtr long Hundred Ninety Numbe

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

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

60 35.000 Rm Mains with 1.1 KV FRLS PVC insulated 62.62 Rupees One

ISI Marked Standard Copper Conductor Sixty Two and Runnin

wire in following Type of Pipe to be Paise Sixty Two g metre

erected Concealed in / Flushed on Wall / only

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.

61 1.000 No Supplying & erecting approved make 4819.72 Rupees Four One

self-priming domestic monoblock Thousand Eight Numbe

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

suitable for operation on 230 volts 50 and Paise Seventy

c/s. AC supply with metallic flange,

delivery and discharge of 32 LPM at

10 mtrs.head. Cat. II

62 1.000 No Providing and fixing 600mm x 859.41 Rupees Eight One

450mm bevelled edge mirrror of Hundred Fifty Numbe

superior glass mounted on 6mm thick Nine and Paise r

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

fixing to wooden pluge with C.P.

brass screws and washers.

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.

63 85.000 Sqm Providing and fixing pre-cast Rubber Dye / 706.93 Rupees Seven One

steel Dye inter locking concrete block 60mm Hundred Six and Squere

thick with grade of concrete M300 pnumatic Paise Ninety metre

compressed / vibrated mechanically and as Three only

per approved design Confirming to IS

: 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in

proper line and level as per guidlines of IRC

: SP 63-2018 etc. Complete

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Twelve Lakh Fifty Eight Thousand Forty Six and Paise Seventy Eight only Total

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.

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