Ayojan

Name of Work :- Construction of Library Hall at Village Salangparda Ta. Gadhada Dist. Botad

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 20.250 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 3.670 Cum Providing and laying cement 3805.29 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 Twenty

3 3.960 Cum Brick work using common burnt clay 4214.33 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 4.050 Cum Providing and laying controlled C.C. 4118.65 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 2.990 Cum Provinding and laying controlled 8954.34 Rupees Eight One

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

including the cost of formwork but Hundred Fifty metre

excluding cost of reinforcement for Four and Paise

Thirty Four only

reinforced concrete work in column

6 2.740 Cum Provinding and laying controlled 7664.59 Rupees Seven One

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

including cost of form work but Hundred Sixty metre

excluding cost of reinforcement for Four and Paise

Fifty Nine only

reinforced concrete work in Beam.

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

7 13.710 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 10.850 Cum Brick work using common burnt clay 4255.31 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

Thirty One only

upto floor two level in cement mortar

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

9 0.390 Cum Providing and laying controlled cement 11432.95 Rupees Eleven One

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

including the cost of formwork with Hundred Thirty metre

curing etc. complete excluding the Two and Paise

cost of reinforcement up to floor all Ninety Five only

10 0.460 Cum Providing and Laying cement concrete 4152.59 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 Fifty Nine only

11 0.330 Cum Providing and laying controlled cement 6477.36 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 Six only

finishing the exposed surface to give

smooth & even surface centering and

formwork & curing complete.

12 3.000 Cum Providng and laying controlled 8703.08 Rupees Eight One

cement concrete M-200 and curing Thousand Seven Cubic

complete including the cosr of form Hundred Three metre

work but excluding the cost of rein and Paise Eight

forcement for R.C.C work in Slab up

to 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.

13 1095.690 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.

14 12.320 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

15 5.400 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

16 2.100 Sqm Providing and fixing 35 mm thick 3327.85 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

Eighty Five only

black enamelled M.S. But hinges

with necessary screws. (A) Plywood

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.

17 135.000 Kg Providing and fixing M.S. Grills of required 207.86 Rupees Two One

pattern to wooden frames of windows etc. Hundred Seven Kilogram

with M.S. flats at required spacing and and Paise Eighty

frame alround ,square or round bars with Six only

round headed bolts and nuts or by screws

(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

18 110.540 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

19 24.530 Sqm Providing 15 mm thick cement 222.66 Rupees Two One

plaster in single coat on Rough/ Hundred Twenty Squere

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

wall for interior plastering up to two Sixty Six only

floor and finished even and smooth

in cement mortar 1:4 (1 cement :

sand) (A) up to all floor

20 76.470 Sqm Providing 15 mm thick cement 222.66 Rupees Two One

plaster in single coat on Rough / Hundred Twenty Squere

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

walls for interior plastering up to Sixty Six only

floor two level and finished even and

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

cement : 4 sand) including of neat

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 23.210 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 6.260 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

23 110.540 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.

24 24.530 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 Estimated Item of work Estimated Rates Unit Total amount

Item Quanties Estimated Item of work Estimated Rates Unit Total amount

No. but may be more or according to

less. estimated

In Figure In Words.

25 76.470 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.

26 1.200 Rm providing and fixing the PVC pipe 606.00 Rupees Six One

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

finolex with necessesary bend plug,

jali ,clamps, etc. complete 75 mm

27 22.430 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 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.

28 200.000 Kg Providing and FixingM.S. Grills of 199.64 Rupees One One

required pattern to wooden frames of Hundred Ninety Kilogram

pipe / agle etc. including priming Nine and Paise

coat of approved primer and two Sixty Four only

coats of oil painting etc. complete

ordinary grill.

29 15.000 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

30 5.000 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

31 40.000 Rm Rigid PVC Pipe 3/4" size. 23.46 Rupees One

Twenty Three and Running

Paise Forty Six metre

32 40.000 No Supplying and erecting 132.61 Rupees One One

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

unarmoured copper cable 1.1 KV Two and Paise

grade to be erected as directed of Sixty One only

following size. (E) 3 core 2.5 Sq.

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.

33 1.000 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

34 2.000 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

35 2.000 No Providing and erecting Approved 1734.17 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]

36 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.

37 5.000 No Providing and Fixing Power saver CFL 153.02 Rupees One One

lamp direct holder fitting 5-W Hundred Fifty Number

Three and Paise

38 2.000 No SHREE HARIOM ALUMUNIUM 7575.00 Rupees Seven One

Modular Table with Particle Board Table Thousand Five Number

Top and Metal Under structure SHREE Hundred Seventy

HARIOM ALUMUNIUM (SHA-MT) Five and Paise

39 10.000 No Unbranded--Sagar Enterprises Legs 3030.02 Rupees Three One

Office Chair Non-revolving and non- Thousand Thirty Number

tilting chair with armrest Unbranded and Paise Two

Manufactured by: SAGAR only

ENTERPRISES (CHAIR) Product

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.

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Five Lakh Seventy Three Thousand One Hundred Four and Paise Forty Four 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……..……..%

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