Building

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

Dist. Ahmedabad Package No. AHD/ANGWNADI/12 (2026-2027) (Zanu-1,

Gatrad-5, Pardhol-3 ) Total -3

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. 288.000 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 84.000 Cmt 460.19

incl. watering ramming consolidating and dressing

3 Item No. 3 Providing and laying Cement concrete 33.600 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 216.000 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 39.150 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 68.490 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 structure

7 Item no- 7 Providing and laying ordinary Cement 1.230 Cmt 9090.56

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.

8 Item no. 8 Providing and laying ordinary cement 37.200 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. m.

9 Item No- 9 Provdg & laying Ordinary cement 42.000 Cmt 7257.91

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.

10 Item No- 10 Provdg & laying cement concrete 1:1.5:3 18.000 Cmt 4332.53

(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 concrete

11 Item No- 11 Provdg & laying Ordinary cement 9.000 Cmt 12151.92

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.

12 Item no- 12 Provi. Providing thermo Mechanically 7410.000 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 55.380 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)

14 Item No. 14 Providing 15 mm thick cement plaser in 525.000 Smt 176.58

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

15 Item no. 15 Provdg. 10 mm th. Cement plaster in 252.000 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 : 3 sand)

16 Item No. 16 20 mm thick sand faced cement plaster 345.000 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 etc.

17 Item No- 17 Providing and laying Vitrified tiles 8 to 10.950 Smt 1141.45

10 mm thick in skrting risers of steps and dedo on

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

and jointed with white cement slurry

18 Item No. 18 Providing and laying 24” x 24” Vitrified 135.000 Smt 1397.83

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 165.000 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 mm 91.500 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

21 Item No- 21 Providing and Fixing Door having 17.400 Smt 6943.75

granite frame flat edge polished with standard

extruded coloured anodized aluminum section frame

outer size 127mm * 38.1mm * 1.35mm (weight

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 14.400 Smt 1583.95

aluminium windows having extruded aluminium

colour anodized section frame main outer size 95 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

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 40 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, frece 27.000 Smt 2089.19

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

24 Item No. 24 Providing and fixing standard extruded 9.480 Smt 1175.56

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 525.000 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 plastic 525.000 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

27 Item No. 27 Finishing wall with weather proof 345.000 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. complete.

28 Item No. 28 Provdg. & fixing water closet squatting 3.000 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

29 Item No. 29 Provdg. & fixing 100 mm size P or S trap 3.000 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.

30 Item No :- 30 Procdg. & fixing wash basin with 6.000 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,

31 Item No. 31 Providing laying and jointing in true line 45.000 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

32 Item No. 32 Providing laying and jointing in true line 45.000 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

33 Item No - 33 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

34 Item No- 34 Providing & fixing PVC SWR Nahni 3.000 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 6.000 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 100 mm

36 Item no. 36 Provdg. & fixing to wall ceiling and floor 45.000 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

37 Item no. 37 Provdg. & fixing to wall ceiling and floor 30.000 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

38 Item No. 38 Construction underground sock well 3.000 No. 17048.80

1.50 m diameter & 3 mt in depth with Honey comb

Brick masonary having crushing stg. Not less than

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.

39 Item No. 39 Providing & fixing double coated 3000.000 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 1050.000 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) on 81.000 Smt 65.31

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 6.000 No. 420.63

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

43 Item no- 43 Providing and fixing pre-cast Rubber 33.600 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 2-1.5 24.000 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

45 Item No- 45 Point wiring for looped PLUG with 6.000 Point 167.66

tissino type single pole ISI marked 6 A. switch and

A socket erected with necessary connections erected

on polished wooden block / Metal / PVC box covered

with 3 mm. thick laminated sheet for open / concealed

46 Item no. 46 Pipe type earthing having 150 cms long 3.000 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 3.000 Each 202.00

required for pipe type earthing.

48 Item no- 48 Approved make ceiling fan with 6.000 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 6.000 Each 60.60

suitable for incorporating one / two nos. MCB

50 Item No.- 50 UGVC Ltd. meter connection charges 3.000 Each 5670.14

51 Item No.- 51 Poswer connection charges from 3.000 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 Submercible 3.000 No. 5000.00

pump of approved make etc. completed.

53 Item No.- 53 Bala Painting the whole Building with 3.000 Job 10000.00

oil paints with different kind of picturea sd approved

54 Item No.- 54 Applying general insecticide pest 216.000 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

55 Item no- 55 Approved make C.F.L. lamp retrofit 9/11 12.000 Each 65.65

watt erected if required cat- ii

56 Item no- 56 Providing and laying cement concrete 1.050 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

57 Item no- 57 Providing and fixing pre-cast Rubber 216.000 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 13.470 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 2.340 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

60 Item no- 60 Providing 15mm thick cement plaster in 40.920 Smt 205.37

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 slury

61 Item no- 61 Providing and laying cement concrete 4.320 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)

62 Item no- 62 Providing and laying in ground 110 mm 90.000 Rmt 334.08

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 30.000 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 timber 3.600 Smt 173.40

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 Mass concrete.

65 Item no- 65 Supplying of crused stone aggregate of 25 0.600 Cum 661.90

to 40 mm size as directed with 5 Km. lead

66 Item no- 66 Supplying of coarse sand as directed with 1.830 Cum 419.42

Rs. Thirty Five Lacs Ninety Eight Thousand Four Hundred Eighty & 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