DMF

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

Khambhala Tal. Babra Dist. Amreli

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.

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 1.5 268.92 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 50 Meter lead.(C) Hard

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. Hundred Fourteen metre

in foundation and plinth in cement and Paise Thirty

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) Three and Paise

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

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.

6 42.500 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

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. Hundred Ninety metre

in 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 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

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 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.

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 Thousand Thirty Cubic

stone 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 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.

15 2546.000 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

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 and metre

necessary holdfasts, holes for 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 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.

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 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

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

19 175.000 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.

20 164.000 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-

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.

21 48.700 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

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 : Fifteen only

3-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 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

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 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.

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 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

27 1.000 No Providing and fixing C.I. Manhole

Rupees Nine One

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

weight not less than 35Kg. Eight and Paise

28 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

29 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

30 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

31 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

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.

32 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.

33 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

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 Number

M.S. brackets painted white including Hundred Eighty

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 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.

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.

36 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.

37 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.

38 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

39 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.

40 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.

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.

41 46.000 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.

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 Number

specified and providing two Twenty and Paise

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 Number

areas as per drawing including all Hundred and

per 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 Number

installations & Notice Board as per and Paise Zero

drawing including all material & only

taxes etc. complete as 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.

46 191.000 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

47 22.000 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

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 Hundred Sixty Point

sq.mm (Green) both are of ISI Five and Paise

marked 1.1 KV grade FRLS PVC Sixty One only

insulated multi 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 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.

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- 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.

51 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

52 8.000 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

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.

53 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

54 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

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 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

56 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

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

Proof Tissino Type accessories erected Hundred Ninteen Number

on 3 mm thick PC (Polycarbonate) and Paise

Sheet in PVC / Metal Box erected on Seventeen only

Wall / Ceiling. (14) Electronic Hum

Free EME Socket Type Step Fan

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.

58 1.000 No Supplying Erecting Aproved make 2105.85 Rupees Two One

Bracket Fan of ISI Mark with 230 Volt Thousand One Number

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

complete on Wall or With lead cores Paise Eighty Five

and connections complete. (Make shall only

be 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 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.

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

insulated ISI Marked Standard Copper Two and Paise Running

Conductor wire in following Type of Sixty Two only metre

Pipe to be erected Concealed in /

Flushed on Wall / Ceiling with

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

61 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

62 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.

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.

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

steel Dye inter locking concrete block Hundred Six and Squere

60mm thick with grade of concrete M300 Paise Ninety metre

pnumatic compressed / vibrated Three only

mechanically and as per approved design

Confirming to IS 15658 : 2006 including

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.

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 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.

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

Kunkavav Amreli