Building

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

Taluka Dist. Ahmedabad Package No. AHD/ANGWNADI/57 (2026-2027)

(Vahelal-2 ) Total -1

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 96.000 Cmt 203.83

m. 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 28.000 Cmt 460.19

floors incl. watering ramming consolidating and

dressing etc.comp.

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

concrete 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 & Plinth

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 structure

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

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

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

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

Mechanically 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 18.460 Smt 599.84

burnt 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 175.000 Smt 176.58

plaser 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 84.000 Smt 128.86

in 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 115.000 Smt 300.66

plaster 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

Sand) Watering curing etc. comple.

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

8 to 10 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

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

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

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

6 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 cement.

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.

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 40 mm x 18 mm x

mm ( of Jindal section No. 8949 @ Wt. of

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

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 175.000 Smt 40.59

Asian 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

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 1.000 No. 314.97

S 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

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 15.000 Mtr. 72.65

true 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 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 15.000 Mtr. 91.84

true 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 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 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 1.000 No. 571.08

Nahni 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 walls.

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

with 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 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.

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 350.000 Kg. 101.17

required 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 27.000 Smt 65.31

coat) 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 2.000 No. 420.63

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

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

Rubber 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. complete.

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 1.000 Each 434.30

long and 2.5 cms dia galvanised iron pipe with

coupling and buch burried inspecially prepared

earth pit complete with necessary 8 SWG earth

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 0.350 Cum 4046.21

concrete 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

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.

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 0.780 Cmt 3697.91

concrete 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 13.640 Smt 205.37

plaster 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 slury

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

concrete 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 10.000 Rmt 429.76

150mm diameter PVC rain Water pipe 6 Kg./

Sq.cm. necessary fittings connection as per

detailed drawing as directed by Engineer - in -

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 Mass concrete.

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

of 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