Building

Name of Work :- Const. Of Bhat-2 Anganwadi Building in Dascroi Taluka

Dist. Ahmedabad Package No. AHD/ANGWNADI/13 (2026-2027) (Bhat-2 )

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. 96.000 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 28.000 Cmt 460.19

incl. watering ramming consolidating and dressing

3 Item No. 3 Providing and laying Cement concrete 11.200 Cmt 2800.55

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

40 mm nominal Size ) & Quaring etc. complete.

Excluding cost of form work in (A)Foundation &

4 Item No. 4 Filling available excavated Earth 72.000 Cmt 130.39

(Excluding Rock) in trench plinth side of

foundation etc. in layer not excluding 20 cm in

depth consolidation each deposited layer by

ramming and watering etc. complete

5 Item No- 5 Brick work using common burnt clay 13.050 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- 6 Brick work using common burnt clay 22.830 Cmt 4295.99

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

7 Item no- 7 Providing and laying ordinary Cement 0.410 Cmt 9090.56

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

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.

8 Item no. 8 Providing and laying ordinary cement 12.400 Cmt 8963.56

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.

9 Item No- 9 Provdg & laying Ordinary cement 14.000 Cmt 7257.91

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

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.

10 Item No- 10 Provdg & laying cement concrete 6.000 Cmt 4332.53

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

aggregated 20 mm nominal size) and curing

complete excluding cost of form work and

reinforcement for reinforced concrete work in (A)

Foundation, footings, of columns and mass

11 Item No- 11 Provdg & laying Ordinary cement 3.000 Cmt 12151.92

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

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

12 Item no- 12 Provi. Providing thermo Mechanically 2470.000 Kg. 67.26

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.

13 Item no- 13 Half brick masonary in common burnt 18.460 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

14 Item No. 14 Providing 15 mm thick cement plaser 175.000 Smt 176.58

in 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 slurry .

15 Item no. 15 Provdg. 10 mm th. Cement plaster in 84.000 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 :

16 Item No. 16 20 mm thick sand faced cement plaster 115.000 Smt 300.66

on 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

17 Item No- 17 Providing and laying Vitrified tiles 8 3.650 Smt 1141.45

to 10 mm thick in skrting risers of steps and dedo

on 10 mm thick cement plaster 1:3 (1 Cement

coarse sand) and jointed with white cement slurry

18 Item No. 18 Providing and laying 24” x 24” 45.000 Smt 1397.83

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 antiskit

19 Item No. 19 : Providing & laying broken china 55.000 Smt 747.29

mosaic 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 directed.

20 Item No- 20 Provdg. & laying white glazed tiles 6 30.500 Smt 917.25

mm th. In flooring, treads of steps & landings laid

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

: 3 coarsesand finished with flush pointing in white

21 Item No- 21 Providing and Fixing Door having 5.800 Smt 6943.75

granite frame flat edge polished with standard

extruded coloured anodized aluminum section

frame outer size 127mm * 38.1mm * 1.35mm

(weight 1.384 Kg/rmt) side hung Double shutter

having factory fabricated std.actory made 50 mm

thick flush door both side laminated with S.S.

Handle size 60 cm long. and SS fixtures &

fasnings. as per details colour and pattern approved

by architech including necessary stainless steel

fixtures and fastenings. etc. complete.

22 Item No. 22 Providingg and fixing extruded 4.800 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.

23 Item No. 23 Providing and Fixing Machine cut, 9.000 Smt 2089.19

frece edges, pre mirror polished Granite stone slab

18mm thick (single piece not more than 150 cm)

for Doors/Windows Cill and Jambs cladding as per

design including full molded round front edge and

I em nosing and laid on 20 mm thick cement mortar

1:6 (1 cement 6 coarse sand) jointed with grey

cement slurry including rubbing and polishing

finishing ete complete.

24 Item No. 24 Providing and fixing standard 3.160 Smt 1175.56

extruded of alluminium section of size 63 mm x

38.10 mm x 1.20 mm (jindal section 2434 @ Wt.

0.643 Kg/mt) with colour anodized alluminium

frame for ventilation with 5 mm thick frosted glass

as details etc. complete. For Ventilation.

25 Item No. 25 Applying two coats of Birla or Asian 175.000 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 smooth.

26 Item No. 26 Wall painting (Three coats) with 175.000 Smt 79.22

plastic 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 smooth.

27 Item No. 27 Finishing wall with weather proof 115.000 Smt 114.53

exteriod 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.

28 Item No. 28 Provdg. & fixing water closet 1.000 No. 935.36

squatting 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 colour

29 Item No. 29 Provdg. & fixing 100 mm size P or S 1.000 No. 314.97

trap for water closet squatting pan incl. Jointing the

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

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

30 Item No :- 30 Procdg. & fixing wash basin with 2.000 Rmt 1836.79

single 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

31 Item No. 31 Providing laying and jointing in true 15.000 Mtr. 72.65

line 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

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

32 Item No. 32 Providing laying and jointing in true 15.000 Mtr. 91.84

line 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

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

33 Item No - 33 Providing & fixing screw down bib 3.000 No. 214.81

taps of following size(A) Brass screw down bib tap

polished bright (ii)20 mm dia

34 Item No- 34 Providing & fixing PVC SWR Nahni 1.000 No. 571.08

trap 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

35 Item No. 35 Provdg. & fixing S.W. Gully trap with 2.000 No. 1292.19

C.I. 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

mm size P-type.

36 Item no. 36 Provdg. & fixing to wall ceiling and 15.000 Rmt 277.43

floor 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)

37 Item no. 37 Provdg. & fixing to wall ceiling and 10.000 Rmt 336.24

floor 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)

38 Item No. 38 Construction underground sock well 1.000 No. 17048.80

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

39 Item No. 39 Providing & fixing double coated 1000.000 Ltr. 3.95

Syntex or equivalent PVC (ISI) water tank or

required capacity each with all necessary fittings

and connection etc. complete on terrace.

40 Item No. 40 provdg & fixing M.S. grills of required 350.000 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

41 Item No- 41 Painting Two coat (Excl.piming coat) 27.000 Smt 65.31

on previously painted steel & other metal surfaces

with synthetic enamel paint brushing to give an

even shade incl. Cleanig the surface of all dirt, dust

and other foreign matter.

42 Item No. 42 Provdg. & fixing gun metal check or 2.000 No. 420.63

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

43 Item no- 43 Providing and fixing pre-cast Rubber 11.200 Cmt 686.90

Dye inter locking concrete block 60 mm thick with

grade of concrete M-200 pnumatic compressed by

mechanically passed and as per approved design

including 75 mm sand layer for levelling and filling

the joint with sand in proper line and level etc.

44 Item no- 44 Point wiring for Light / Bell with 2- 8.000 Point 467.63

1.5 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

45 Item No- 45 Point wiring for looped PLUG with 2.000 Point 167.66

tissino 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.

46 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.

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

required for pipe type earthing.

48 Item no- 48 Approved make ceiling fan with 2.000 Each 1717.00

condenser 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 3 core flexiblewire with earthing

fan approved by Engineer in charge

49 Item no- 49 Plastic encloser fitted with din rail 2.000 Each 60.60

suitable for incorporating one / two nos. MCB

50 Item No.- 50 UGVC Ltd. meter connection 1.000 Each 5670.14

51 Item No.- 51 Poswer connection charges from 1.000 Each 5050.00

UGVCL/ GEB incl. in all Estimate charge & meter

connection given by UGVCL/GEB

52 Item No.- 52 Providing &fixing 0.5 HP 1.000 No. 5000.00

Submercible pump of approved make etc.

53 Item No.- 53 Bala Painting the whole Building 1.000 Job 10000.00

with oil paints with different kind of picturea sd

approved by EIC

54 Item No.- 54 Applying general insecticide pest 72.000 Smt 89.28

control treatment to floors cupboards etc including

labour materilas etc. complete using Imidaclopried

30.5 SCs per IS 6313 Part-II (0.075 %

concentration by mass

55 Item no- 55 Approved make C.F.L. lamp retrofit 4.000 Each 65.65

9/11 watt erected if required cat- ii

56 Item no- 56 Providing and laying cement concrete 0.350 Cum 4046.21

1:3:6 (1- Cement : 3- Coarse sand : 6- crushed

stone aggregate 40mm normal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

57 Item no- 57 Providing and fixing pre-cast Rubber 72.000 Smt 740.51

Dye/steel Dye interlocking concrete block 60 mm

thick with grade of concrete M300 pnumatic

compressed /vibrated mechanically and as per

approved design Confirming to IS 15658 :

including 35mm 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.

58 Item no- 58 Excavation for foundation upto 1.5 4.490 Cmt 149.67

mt.depth including sorting out and stacking of

useful materials and disposing of the excavated

stuff up to 50meter lead (B) Dense or Hard soil

59 Item no- 59 Providing and laying cement concrete 0.780 Cmt 3697.91

1:2:4 (1 Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

60 Item no- 60 Providing 15mm thick cement plaster 13.640 Smt 205.37

in single coat on brick /concrete walls for interior

plastering upto floor two level and finished even

and smooth in. (ii)Cement mortar 1:4 (1 cement:4-

sand ) with finishing in floating coat of neat cement

61 Item no- 61 Providing and laying cement concrete 1.440 Cmt 351.56

flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded

stone aggregate 20mm nominal size) laid in one

layer and finished with a floating coat of neat

cement. (B) 50mm thick.

62 Item no- 62 Providing and laying in ground 110 30.000 Rmt 334.08

mm diameter PVC rain Water pipe 6 Kg./ Sq.cm.

necessary fittings connection as per detailed

drawing as directed by Engineer - in - charge.

63 Item no- 63 Providing and laying in ground 150mm 10.000 Rmt 429.76

diameter PVC rain Water pipe 6 Kg./ Sq.cm.

necessary fittings connection as per detailed

drawing as directed by Engineer - in - charge.

64 Item no- 64 Providing formwork of ordinary 1.200 Smt 173.40

timber planking so as to give a rough finish

including centering shuttering strutting and

propping etc. Height of propping and centering

below supporting floor to ceiling not exceeding

4M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and

65 Item no- 65 Supplying of crused stone aggregate of 0.200 Cum 661.90

25 to 40 mm size as directed with 5 Km. lead

66 Item no- 66 Supplying of coarse sand as directed 0.610 Cum 419.42

with 5 Km. lead

Rs. Eleven Lacs Ninety Nine thousand Four Hundred Ninety Three & Paisa Fifty Only

I/We am / are wolling to carry out the work at

wrriten in figures and words) of the estimated rate mentioned above. Amount of my/ our tender works

*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

Ahmedabad Ahmedabad