Building

Name of Work :- Const. Of Multi Purpose Center Hall at Village Devadthal

Ta.Bavla Dist. Ahmedabad Package No. AHD/ADIMJUTH/05 (2026-2027)

Memorandum Showing items of Works to be Carried out

Sr. Item of Work Quantities Unit Tender Total

No. estimated RatesIn Amount

but may Figures According to

be more Rs.P.S. Estimated

or less Quantities

1 Item No. 1 Excavation for foundation upto 1.5 m. 119.520 Cmt 203.83

depth incl. sorting out stacking of seful materials and

disposing off the excavated stuff upto 50mt lead.(A)

Loose or soft soil

2 Item No. 2 Filling in plinth with sand under floors incl. 149.680 Cmt 460.19

watering ramming consolidating and dressing

3 Item No. 3 Providing and laying Cement concrete 57.450 Cmt 2849.16

1:4:8 (1 cement:4 coarse sand:8 Graded Stone Agg.

mm nominal Size ) & Quaring etc. complete.

Excluding cost of form work in (A)Foundation &

5 Item No- 4 Brick work using common burnt clay 43.890 Cmt 4021.02

building bricks having crushing strength not less than

35 kg/ sq. C.M. In foundation and plinth in cement

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

6 Item no- 5 Providing and laying cement concrete 1:3:6 4.130 Cmt 4046.21

(1 cement : 3 coarse sand : 6 crushed stone aggregates

20 mm nominal size) and curing complete including

cost of form work in (A) Wall caps/copings.

7 Item No- 6 Brick work using common burnt clay 65.740 Cmt 4061.21

building bricks having crushing strength not less than

35 kg/ sq. C.M. In foundation and plinth in cement

mortar 1:6 ( 1cement : 6 fine sand) in super structure

8 Item no- 7 Providing and laying ordinary Cement 3.180 Cmt 9146.35

concrete 1:1.5:3 (1 Cement 1.5 coarse sand 3 graded

stone agg. 20 mm nominal size) for RCC lintel

including finishing smooth with curing etc. complete

includiong the cost of formwork but excluding the cost

of reinforcement.

9 Item no. 8 Providing and laying ordinary cement 14.080 Cmt 8091.15

concreate 1:1.5:3 (1 Cement : 1.5 coarse sand :

graded stone aggregates 20mm nominal size) and

curing complete Including cost of form work in (i)

Beam Having cross-sectional area 0.08 to 0.12 sq. m.

10 Item No- 9 Provdg & laying cement concrete 1:1.5:3 1.890 Cmt 6977.49

(1cement : 1.5 coarse sand 3 graded stone aggragate

mm nominal size) for reinforced concrete chhajjas not

exceeding 10 cm. Thickness upto floor two level

including finishing the exposed surfaces with cement

mortar 1:3 (1 cement : 3 fine sand) to give a smooth

and even surface centering and form work and curing

complete excluding cost of reinforcement.

11 Item No- 10 Provdg & laying Ordinary cement 32.210 Cmt 7313.70

concrete 1:1.5:3 (1cement : 1.5 coarse sand 3 graded

stone aggragate 20 mm nominal size) and finishing the

smooth with curing etc. complete including the cost of

formwok but excluding the cost of reinforcement for

RCC work in (II) slabs having more than 10 cm and

upto 13 cm thickness.

12 Item No- 11 Construction brick masonary chamber for 2.000 Cmt 2932.93

underground C.I. Inspection chamber and beds with

bricks having crushing strength not less

Kg.Sq/Cm.2 in C.M.1:5 C.I. cover wtih frame (Light

duty) 455 x 610 mm mm internal diamensions Total

Wt. of cover with frame to be not less than 38 Kg.

(Wt.of cover 23 Kg. and wt. fof rame 15 Kg.s RCC top

slab with 1:2:4 mix foundation concrete 1:5:10 inside

plaster plaster 15 mm th. with C.M.1:3 finished smooth

with a floating coat of neat cement on walls and bed

concrete (i) Inside Dimension 455mm X 610mm and

450mm deep for single pipe line (upto 10 tone)

13 Item No- 12 Provdg & laying Ordinary cement 14.020 Cmt 11024.53

concrete 1:1.5:3 (1cement : 1.5 coarse sand 3 graded

stone aggragate 20 mm nominal size) and finishing the

smooth with curing etc. complete including the cost of

formwok but excluding the cost of reinforcement for

RCC work in (II) COLUMNS (i) Having cross

sectional area 0.05 to 0.08 Sq.M.

14 Item no- 13 Provi. Providing thermo Mechanically 6677.830 Kg. 76.21

treated bars (TMT bars) confirming to IS 1786 / FC

415 for R.C.C. works including, bending, bindign and

placing in position complete upto floor 2 level.

15 Item no- 14 Half brick masonary in common burnt 16.000 Smt 599.84

clay building bricks having crushingstrength not less

than 35kg/Sq.Cm in cement mortar 1:4 (1 cement ::4

coarse sand) in foundation and plinth (B) Conventional

16 Item No. 15 Providing 15 mm thick cement plaser in 257.830 Smt 224.79

single coat on brick/ concrite wllas for interiar

plastering up to floor two lecel finished even &

smooth in (II) cement mortar (l cement : 3 sand)

Including finishing with a floating coat of neat cement

17 Item no. 16 Provdg. 10 mm th. Cement plaster in 246.440 Smt 128.86

single coat on brick/concrete walls for interior

plastering up to floor two level & finished even &

smooth in (1) cement mortar 1:3 (1 cement : 3 sand)

18 Item No. 17 20 mm thick sand faced cement plaster on 313.320 Smt 300.66

walls upto height 10 meters above grouund level

consisting of 12 mm thick backing coat of C.M.1:3 (1

Cment : 3 sand) and 8 mm thick finishing coat of

C.M.1:1 (1 Cement 1 Sand) Watering curing etc.

19 Item No. 18 Item no. 12 Providing and laying 24” x 235.640 Smt 1189.88

24” Vitrified 8 mm thick Tile flooring over 20 mm

(Avg) base of C.M. 1:6 on new surface or fixing on

Extg. Flooring by adhasive material incl.

Dismentalling of extg. Flooring & jointed with colour

cement slurry finished with flush pointing & cleaning

the surface etc. complete for light shade.

20 Item No- 19 Providing and laying Vitrified tiles 8 to 10 8.890 Smt 1141.45

mm thick in skrting risers of steps and dedo on 10 mm

thick cement plaster 1:3 (1 Cement 3 coarse sand) and

jointed with white cement slurry

22 Item No. 20 : Providing & laying broken china mosaic 228.360 Smt 747.29

flooring for terrace using 12 mm to 20 mm broken

places of glazed tiles to be laid over cement morter 1:3

in plain or slope and to be tempered to bring mortar

crème out up to surface using white cement including

rounding off junction and extending them up to 15 cm

along thee well cleaning with water and oxalic acid as

23 Item No- 21 Provdg. & laying white glazed tiles 6 mm 33.400 Smt 917.25

th. In flooring, treads of steps & landings laid on a bed

of 12 mm th. Cement mortar 1:3 (1cement :

coarsesand finished with flush pointing in white

24 Item No- 22 Provdg. & laying white glazed tiles 6 mm 45.620 Smt 1054.67

th. In flooring, treads of steps & landings laid on a bed

of 10 mm th. Cement mortar 1:3 (1cement :

coarsesand finished with flush pointing in white

26 Item No- 23 Providingg and fixing extruded 19.260 Smt 1583.95

aluminium windows having extruded aluminium

colour anodized section frame main outer size

mm x 24 mm x 1.17 mm (of jindal section No.

2459 @ Wt. 0.738 Kg/ mt) horizontal four trak

member size 92 mm x 31.75 mm x 1.30 mm (of

jindal section No. 8688@ Wt. 1.07Kg/ mt) vertical

member of size 92 mm x 31.75 mm x 1.50 mm (of

jindal section No. 8933 @ Wt.1.06 Kg/ mt) with

sliding shutters of horizontal member size 40 mm

x 18 mm x 1.29 mm (of Jindal Section no. 8947 @

wt. of 0.456 Kg/ mt) Vertical member of size

mm x 18 mm x 1.29 mm ( of Jindal section No.

8949 @ Wt. of 0.456 Kg/ mt) with 5 mm thick

transparent bronze colour tinted float glass with

powder coated aluminium silicon sealant glass

fixing to frame as per details etc. complete.

27 Item No- 24 Providing and fixing single shutter 17.640 Smt 4027.88

flush door with standard alluminium colour

anodized hollow section frame approved shade &

colours & rectengluar tube shape main frame of jindal

section No. 4656 of the size 101.60 mm x 44.75 mm x

1.63 mm having weight 1.089 kg per metre filled with

country wood 35 mm thick flush door laminated both

side with 0.8 mm thick lamination of the make

sunmica / Decolam formica or equivalent lamination,

using U type alluminium beading around door, three

nos of stainless steel hinges for shutter of required size

fixtures fastenings & all other hardware fixtures and

fastenings like handles, stopper, aldrap tadi, shall be of

stainless steel of approved quality & size directed by

Engineer in charge etc. complete.

28 Item No. 25 Providing & fixing urinal of approved 6.000 No. 1036.27

quality including connecting the urinal with waste

29 Item No. 26 Applying two coats of Birla or Asian 449.770 Smt 40.59

acrylic lapy (putty) & 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 otheer foreeign matter and sand papered

30 Item No. 27 Wall painting (Three coats) with plastic 449.770 Smt 79.22

emulsion paint of approved brand and manufacture on

undercoraed wall surfaces to give an even shade incl.

thoroughly brushing the surface free from mortar

dropings and other foreign matter and sand papered

31 Item No. 28 Finishing wall with weather proof exteriod 313.320 Smt 114.53

emulsion paint on wall surface (Two coats) to give an

required shape even shade after thoroughly brushing

the surface to reemove all dirt and remains of loose

powdered materials etc. complete.

32 Item No. 29 Provdg. & fixing water closet squatting 4.000 No. 935.36

pna (Indian type W.C. Pan) size 580 mm (Earthwork,

bed concrete, foot rests and trap to be measured and

paid for separately). (A) Vitreous China :(I) In white

33 Item No. 30 Provdg. & fixing 100 mm size P or S trap 4.000 No. 314.97

for water closet squatting pan incl. Jointing the trap

with the pan & soil pipe in cement mortar 1:1 (

cement : 1 fine sand) (A) Vitreous China.

34 Item No :- 31 Procdg. & fixing wash basin with single 6.000 Rmt 1836.79

hole for pillar tap with C.I. or M.S. brackets painted

white incl. Cutting holes and making good the same

but excluding fittings. (A) Vitreous China : (II) Flat

back washbasin 550 mm x 400 mm size (I) In white

colour including C.P. Brass west , West pipe, Stop tap

35 Item No. 32 Providing laying and jointing in true line 100.000 Mtr. 72.65

and level UPVC pipe (SCH-40) of following dia.

Including fittings of standard make as approved by

Engineer in charge pip[e shall be fixed on the wall with

the help of clamp at every 2000 mm center to center or

shall be concealed as directed including necessary

fittings etc. cincluding testing of pipe and joints and

fixing the same with adhesive solvant, including cost

of all materials (A) 15 mm

36 Item No. 33 Providing laying and jointing in true line 110.000 Mtr. 91.84

and level UPVC pipe (SCH-40) of following dia.

Including fittings of standard make as approved by

Engineer in charge pip[e shall be fixed on the wall with

the help of clamp at every 2000 mm center to center or

shall be concealed as directed including necessary

fittings etc. cincluding testing of pipe and joints and

fixing the same with adhesive solvant, including cost

of all materials (C) 25 mm

37 Item No - 34 Providing & fixing screw down bib taps 9.000 No. 214.81

of following size(A) Brass screw down bib tap

polished bright (ii)20 mm dia

38 Item No- 35 Providing & fixing PVC SWR Nahni trap 4.000 No. 571.08

Is 14735 for drain 100 mm diameter with jali of the

following nominal diameter of self cleansing design

with CI scread down or hinged grating including the

cost of cutting and making good the walls.

39 Item No. 36 Provdg. & fixing S.W. Gully trap with C.I. 4.000 No. 1292.19

grating brick masonary chamber & water tight C.I.

cover with frame of 300 mm x 300 mm size (inside)

with standard weight (A) 100 mm x 100 mm size P-

40 Item no. 37 Provdg. & fixing to wall ceiling and floor 55.000 Rmt 277.43

10.0 kg.F/cm2 (UPVC) working pressure polythelene

pipes of the following outside dia, low density,

complete with special flange compressiong type

fittings, wall clips etc. incl. Making good the wall

ceiling and floor.(A) 110 mm

41 Item no. 38 Provdg. & fixing to wall ceiling and floor 55.000 Rmt 336.24

6.0 kg.F/cm2 (UPVC) working pressure polythelene

pipes of the following outside dia, low density,

complete with special flange compressiong type

fittings, wall clips etc. incl. Making good the wall

ceiling and floor.(A) 110 mm

42 Item No. 39 Construction underground sock well 1.000 No. 22595.97

1.50 m diameter & 3 mt in depth with Honey comb

Brick masonary having crushing stg. Not less than

35 Kg/ sqmt in C.M. 1:5, 0.35 m thick at bottom

1.50 mt & 0.23 mt thick 1.00 m of honey comb

masonary and 0.23 m thick 0.50 m Ht at top level

RCC 1:2:4 slab 0.10 m thick of top including

inspection gap 0.60 m x 0.45 m and cover Ready

made F.R.c. cover whole work as per instruction

of Engineer in charge etc. complete

43 Item No- 40 Providing cement vata (10x10 60.480 Rmt 23.68

cm.size quarter round in C.M.1:1 including neat

cement finishing watering etc, complete.

44 Item No. 41 Providing & fixing double coated 2000.000 Ltr. 3.95

Syntex or equivalent PVC (ISI) water tank or

required capacity each with all necessary fittings

and connection etc. complete on terrace.

45 Item No. 42 provdg & fixing M.S. grills of required 481.500 Kg. 101.17

pattern to wooden frames of window etc. with M.S.

flats at required spacings and frame alround, square or

round bars with round headed bolts and nuts or by

screws (A) plain grill

47 Item No. 43 Provdg. & fixing gun metal check or 6.000 No. 420.63

nonreturn full way wheel valve. (C) 25 mm dia.

49 Item no- 44 Point wiring for Light / Bell with 2-1.5 20.000 Point 467.63

sq.mm & earthwire of 1.5 sq.mm (Green) both are of

ISI marked 1.1 KV grade FRLS PVC insulated

multistrand copper wires, in following type of pipe to

be erected concealed in/ on surface on wall/ceiling

complete with 6A Modular type switch / bell push &

accessories and earth continuity of following type,

erected on PVC / Metallic box, single mounting base

frame covered with textured/metallic front plate

modules erected on / in wall / ceiling as per pipe

erected, with necessary Lamp holder/ceiling rose /

H.D.Connector as directed. CAT- III

50 Item No- 45 Point wiring for looped PLUG with tissino 20.000 Point 167.66

type single pole ISI marked 6 A. switch and 6 A socket

erected with necessary connections erected on polished

wooden block / Metal / PVC box covered with 3 mm.

thick laminated sheet for open / concealed wiring.

51 Item no. 46 Pipe type earthing having 150 cms long 1.000 Each 434.30

and 2.5 cms dia galvanised iron pipe with coupling and

buch burried inspecially prepared earth pit complete

with necessary 8 SWG earth wire.

52 Item No- 47 For using salt and charcoat / coke as 1.000 Each 202.00

required for pipe type earthing.

53 Item no- 48 Approved make ceiling fan with condenser 12.000 Each 1717.00

A.C. 230 V50 Cys.1200 mm. sweep complete canopy

and 30 Cms. down rod resistance type regulator

erected on existing hook or clamp with 24/0.2 flat

core flexiblewire with earthing fan approved by

Engineer in charge

54 Item No- 49 Approved make C.F.L lamp retrofit 9/11 12.000 Each 65.65

watt erected if required cat-II

55 Item no- 50 Plastic encloser fitted with din rail suitable 6.000 Each 60.60

for incorporating one / two nos. MCB

56 Item No.- 51 UGVC Ltd. meter connection charges 1.000 Each 5670.14

57 Item No.- 52 Poswer connection charges from 1.000 Each 5050.00

UGVCL/ GEB incl. in all Estimate charge & meter

connection given by UGVCL/GEB

58 Item No.- 53 Providing &fixing Approved make 1.000 No. 15331.80

Sumercible Horizontal Pump 1.0 HP with Necessary

Switches wiring board etc. completed.

59 Item No.- 54 Providing & fixing Florcat tube light 14.000 No. 441.37

fuze , chawk, Statar of Philips / Bajaj as approved by

Engineer in charge.

Rs. Twenty Nine Lacs Thirty Six Thousand Two Hundred Thirty Seven & Paisa Ninety Two

above/ below percent (Should be wrriten in figures and words) of the estimated rate mentioned above.

Amount of my/ our tender works out as under.

*Estimated Amount *Estimated Amount

(* Please strike out whichever is not applicable.)

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications

of Division or as directed.

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Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last column

should be struck by the contractor under his signature.

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Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Divisions

Dholka Ahmedabad