Vikasshil Taluka

Name of Work :- Construction of 2 rooms and 1 storage room in Salangpur Veterinary Hospital

Ta. Barwala, Dist. Botad

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 according to

may be more or estimated

less. quantieis.

In Figure In Words.

1 37.130 Cum Excavation for foundation upto 1.5 122.94 Rupees One One

M depth including sorting out and Hundred Twenty Cubic

stacking of useful materials and Two and Paise metre

disposing of the excavated stuff Upto Ninety Four only

2 7.930 Cum Providing and laying cement 3805.30 Rupees Three One

concrete 1:2:4 and curing complete Thousand Eight Cubic

excluding the cost of form work in Hundred Five and metre

(A) Foundation and plinth. (up to 10 Paise Thirty only

3 6.350 Cum Brick work using common burnt clay 4214.30 Rupees Four One

building bricks having crushing Thousand Two Cubic

strength not less than 35 kg./Sq.Cm. Hundred Fourteen metre

in foundation and plinth in Cement and Paise Thirty

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

sand)(B) Conventional

4 7.430 Cum Providing and laying controlled C.C. 4118.60 Rupees Four One

M-200 and curing complete Thousand One Cubic

excluding the cost of formwork and Hundred Eighteen metre

reinforcement for reinforced and Paise Sixty

concrete work in (A) foundation

footing Base of column and mass

5 0.850 Cum Provinding and laying controlled 9042.80 Rupees Nine One

C.C. M-200 and curing complete Thousand Forty Cubic

including the cost of formwork but Two and Paise metre

excluding cost of reinforcement for Eighty only

reinforced concrete work in column

up to Plinth leve.

6 3.180 Cum Provinding and laying controlled 7080.10 Rupees Seven One

C.C. M-200 and curing complete Thousand Eighty Cubic

including cost of form work but and Paise Ten only metre

excluding cost of reinforcement for

reinforced concrete work in Ground /

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but according to

may be more or estimated

less. quantieis.

In Figure In Words.

7 25.130 Cum Filling available excavated earth 136.92 Rupees One One

(excluding rock) in trenches, plinth, Hundred Thirty Cubic

sides of foundation etc. in layer not Six and Paise metre

exceeding 20 cm. In depth Ninety Two only

consolidating each deposited layer

by raming and watering.

8 24.130 Cum Brick work using common burnt clay 4255.30 Rupees Four One

building bricks having crushing Thousand Two Cubic

strength not less than 35 Kg./Smt. In Hundred Fifty metre

super structure above plinth level Five and Paise

upto floor two level in cement mortar

1:6 (1 cement :6 fine sand) (B)

9 8.960 Cum Provinding and laying controlled 8838.40 Rupees Eight One

C.C. M-200 and curing complete Thousand Eight Cubic

including the cost of formwork but Hundred Thirty metre

excluding cost of reinforcement for Eight and Paise

reinforced concrete work in column

up to floor all level (B)Columns

10 1.490 Cum Providing and laying controlled cement 9848.90 Rupees Nine One

concrete M-200 for R.C.C LINTEL Thousand Eight Cubic

including the cost of formwork with Hundred Forty metre

curing etc. complete excluding the Eight and Paise

cost of reinforcement up to floor all Ninety only

11 1.590 Cum Providing and Laying cement concrete 4152.60 Rupees Four One

1:3:6 (1-Cement , 3:- Coarse sand : 6- Thousand One Cubic

Crushed stone aggregate 20 mm Hundred Fifty metre

nominal size ) and curing Complete Two and Paise

including cost of formwork in (A) wall Sixty only

12 0.660 Cum Providing and laying controlled cement 6477.39 Rupees Six One

concrete M-200 and curing complete Thousand Four Cubic

including the cost of formwork but Hundred Seventy metre

excluding the cost of reinforcement for Seven and Paise

R.C.C work in CHHAJJA including Thirty Nine only

finishing the exposed surface to give

smooth & even surface centering and

formwork & curing complete.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but according to

may be more or estimated

less. quantieis.

In Figure In Words.

13 4.170 Cum Providing and laying controlled cement 8618.70 Rupees Eight One

concrete M-200 curing complete in Thousand Six Cubic

cluding cost of formwork but Hundred Eighteen metre

excluding cost of reinforcement for and Paise Seventy

reinforced concrete work in Beam up only

to floor all level

14 8.910 Cum Providng and laying controlled 5744.10 Rupees Five One

cement concrete M-200 and curing Thousand Seven Cubic

complete including the cosr of form Hundred Forty metre

work but excluding the cost of rein Four and Paise

forcement for R.C.C work in Slab up

to floor all level.

15 4312.240 Kg Providng thermo mechanically 77.29 Rupees One

treated bars FE 500D bar Seventy Seven Kilogram

reinforcement for R.C.C. work and Paise Twenty

including bending binding and Eight only

placing in position etc. complete for

all floor level.

16 21.120 Cum Filling in foundation and plinth with 301.78 Rupees Three One

murrum or selecred soil in layer of Hundred One and Cubic

20 cm.thickness including watering Paise Seventy metre

ramming and consolidation ane etc. Eight only

17 9.720 Sqm Providing and fixing Alluminium 4040.00 Rupees Four One

windows having three track section Thousand Forty Squere

92 mm x 31.55 mm ,shutter section and Paise Zero metre

40 mm x 18 mm mounted on bearing only

to slide on track colour anodized in

20 micron in approved shade

including 5 mm clear plate glass,

PVC track gasket, EPDM rubber

gasket on glass of weather tightening

along with locks, handle including

sealing gap with marble surfaces

with silicon sealants making it water

proof in al manner etc. comp. as per

architect's details at all floor

levels.(powder coated) for all floors

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but according to

may be more or estimated

less. quantieis.

In Figure In Words.

18 6.300 Sqm Providing and fixing 35 mm thick 3327.90 Rupees Three One

panelled ,glazed or panelled and Thousand Three Squere

glazed shutters, for Doors windows Hundred Twenty metre

and clearstory windows including Seven and Paise

black enamelled M.S. But hinges

with necessary screws. (A) Plywood

19 0.243 MT Providing and fixing M.S. Grills of required 10162.96 Rupees Ten One

pattern to wooden frames of windows etc. Thousand One Metric

with M.S. flats at required spacing and Hundred Sixty Ton

frame alround ,square or round bars with Two and Paise

round headed bolts and nuts or by screws

Ninety Six only

(A)Plain Grill.Providing fusion bonded

Epoxy coating not less than 175 micron

thickness and up to 300 micron to

reinforcement bars as per IS-13620-

1993/ASTM-775 M including testing of

coating at plant and all taxes (A) 10mm to

20 224.010 Sqm 20mm thick sand faced cement 342.41 Rupees Three One

plaster on wall up to height 10meters Hundred Forty Squere

above ground level consisting of Two and Paise metre

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

(1 cement : 3 sand) and 8mm thick

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

: 1 sand) etc. complete

21 66.030 Sqm Providing 15 mm thick cement 179.91 Rupees One One

plaster in single coat on Rough/ Hundred Seventy Squere

(Similar) Side of Single or half brick Nine and Paise metre

wall for interior plastering up to two Ninety One only

floor and finished even and smooth

in cement mortar 1:4 (1 cement :

sand) (A) up to all floor

22 170.120 Sqm Providing 15 mm thick cement 196.27 Rupees One One

plaster in single coat on Rough / Hundred Ninety Squere

(Similiar) side of single or half brick Six and Paise metre

walls for interior plastering up to Twenty Seven

floor two level and finished even and

smooth in (ii) cement mortar 1:4 (1

cement : 4 sand) including of neat

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but according to

may be more or estimated

less. quantieis.

In Figure In Words.

23 64.460 Sqm Providing and laying 24" x 24" 1264.40 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

24 12.970 Sqm Providing and laying Kota stone slab 1090.70 Rupees One One

Flooring over 20 mm (average) base Thousand Ninety Squere

of cement mortar 1:6 (1- Cement, 2- and Paise Seventy metre

Coarse sand ) or L.M. 1:1.5 (1- Lime only

Putty : 1.5- Coarse Sand ) laid and

jointed with gray cement slurry

including rubbing and polishing

complete (A) Marbale 30 mm thick

25 224.010 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 according to

may be more or estimated

less. quantieis.

In Figure In Words.

26 66.030 Sqm Wall painting (two coats) with 165.99 Rupees One One

plastic emulsion paint of approved Hundred Sixty Squere

brand and manufacture on Five and Paise metre

undecorated wall surface to give an Ninety Nine only

even shade including throughly

brushing the surface free from

mortar droppings and other foreign

matter and sand papered

smooth.Extra over item 57 for every

subsequent coat of wall painting with

plastic emulsion pain of approved

brand. Applying two coats of Birla

(white cement based) or Asian

(acrylic lapy- putty) or equivalent &

two coats of primer of approved

brand 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

papered smooth.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but according to

may be more or estimated

less. quantieis.

In Figure In Words.

27 170.120 Sqm Wall painting (two coats) with 171.52 Rupees One One

plastic emulsion paint of approved Hundred Seventy Squere

brand and manufacture on One and Paise metre

undecorated wall surface to give an Fifty Two only

even shade including throughly

brushing the surface free from

mortar droppings and other foreign

matter and sand papered

smooth.Extra over item 57 for every

subsequent coat of wall painting with

plastic emulsion pain of approved

brand.Extra over item 57 for painting

with plastic emulsion paint of

approved brand on ceilings and

sloping roofs. Applying two coats

of Birla (white cement based) or

Asian (acrylic lapy- putty) or

equivalent & two coats of primer of

approved brand 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 papered smooth.

28 1.200 Rm providing and fixing the PVC pipe 506.77 Rupees Five One

rain water out let pipe of I.S.I mark Hundred Six and Running

approved quility make equivalent to Paise Seventy metre

finolex with necessesary bend plug, Seven only

jali ,clamps, etc. complete 75 mm

29 35.630 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.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but according to

may be more or estimated

less. quantieis.

In Figure In Words.

30 500.000 Kg Providing and FixingM.S. Grills of 169.79 Rupees One One

required pattern to wooden frames of Hundred Sixty Kilogram

pipe / agle etc. including priming Nine and Paise

coat of approved primer and two Seventy Nine only

coats of oil painting etc. complete

ordinary grill.

31 17.000 Point Point wiring for Light / Fan/ Bell/ 336.63 Rupees Three One Point

Primary Point with 2-1.5 sq. mm Hundred Thirty

and earthwire of 1.5 sq. mm (green) Six and Paise

both are of ISI marked 1.1 kv grade Sixty Three only

FRLS PVC insulated multistrand

copper wires, in following type of

pipe to be erected concealed in

/flushed on wall/ceiling , complete

with 6A Tissino Type ISI marked

flush type switch / bell push and

accessories erected on Metal / PVC

Box covered with 3 mm thick

PC(Polycarbonet) /Acrylic sheet.

with necessary Lamp holder/ceiling

rose / H.D.Connector as directed.

(a) with medium class Rigid PVC

pipe and accessories

32 6.000 Point Point wiring for looped PLUG with 153.02 Rupees One One Point

tissino type single pole ISI marked Hundred Fifty

Switch and Socket erected with Three and Paise

necessary connections erected on Two only

wooden /Metal/ PVC Box covered

with 3 mm thick PC(Polycarbonet)

/Acrylic sheet for open / concealed

wiring for following size. [B] For

33 50.000 Rm Rigid PVC Pipe 3/4" size.

Twenty Three and Running

Paise Forty Six metre

34 50.000 Rm Supplying and erecting 132.61 Rupees One One

XLPE(IS:7098)(I)-88 ISI Hundred Thirty Running

unarmoured copper cable 1.1 KV Two and Paise metre

grade to be erected as directed of Sixty One only

following size. (E) 3 core 2.5 Sq.

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but according to

may be more or estimated

less. quantieis.

In Figure In Words.

35 3.000 No Approved make Double Pole Plastic 153.02 Rupees One One

Switch and fuse 250V., 30A Hundred Fifty Number

confirming to IS erected on Polished Three and Paise

wooden block as directed. Two only

36 5.000 No Supplying and erecting Fan Hook of 51.01 Rupees Fifty One

10 mm M.S. Round bar grouted in One and Paise Number

RCC slab with Making the site as One only

37 5.000 No Providing and erecting Approved 1734.20 Rupees One One

make Ceiling fan with double ball Thousand Seven Number

bearing ISI mark with condenser Hundred Thirty

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

complete, canopy and 30 cms. down

rod erected on existing hook or

clamp with 24/0.2 , 3 core flexible

wire with earthing. [Make shall be

approved by Engineer in charge]

38 1.000 No Pipe type earthing having 150 438.64 Rupees Four One

cms.long and 2.5 cms. dia. Hundred Thirty Number

galvanised iron pipe with coupling Eight and Paise

and buch buried in specially Sixty Four only

prepared earth pit complete with

necessary 8 SWG earth wire.

39 13.000 No Providing and Fixing Power saver CFL 153.02 Rupees One One

lamp direct holder fitting 5-W Hundred Fifty Number

Three and Paise

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Twelve Lakh Forty Six Thousand Nine Hundred One and Paise Ninety Nine Total Rs.

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……..……..%

Item Quanties Item of work Estimated Rates Unit Total amount

Item Quanties Item of work Estimated Rates Unit Total amount

No. Estimated but according to

may be more or estimated

less. quantieis.

In Figure In Words.

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