Building

Name of Work :- Const. Of Various Panchayat Ghar Building in Dascroi

Taluka Dist. Ahmedabad Package No. AHD/P.Ghar/01 (2026-2027) (Mota

Chhapara, Kashindra) Total -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 1.5 165.000 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 78.000 Cmt 460.19

floors incl. watering ramming consolidating and

dressing etc.comp.

3 Item No. 3 Providing and laying Cement 40.300 Cmt 2680.21

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 Provdg & laying cement concrate 4.000 Cmt 3697.91

1:2:4 (1Cement : 2 coarse sand : 4 graded stone

aggragate 20 mm nominal size) and curing

complete excluding cost of form work in (A)

Foundation & plinth

5 Item No- 5 Brick work using common burnt clay 65.000 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 Providing and laying cement concrete 26.800 Cmt 4046.21

1:3:6 (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- 7 Brick work using common burnt clay 78.000 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- 8 Providing and laying ordinary 2.500 Cmt 9146.34

Cement 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

9 Item no. 9 Providing and laying ordinary cement 1.500 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

10 Item No- 10 Provdg & laying cement concrete 1.700 Cmt 6977.49

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

aggragate 20 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

11 Item No- 11 Provdg & laying Ordinary cement 17.000 Cmt 7313.70

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

12 Item No- 12 Provdg & laying cement concrete 2.300 Cmt 4388.32

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

13 Item No- 13 Provdg & laying Ordinary cement 1.600 Cmt 12207.71

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

14 Item no- 14 Provi. Providing thermo 11028.000 Kg. 76.21

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.

15 Item no- 15 Half brick masonary in common 54.000 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

16 Item No. 16 Providing 15 mm thick cement 379.000 Smt 224.79

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 .

17 Item no. 17 Provdg. 10 mm th. Cement plaster 654.000 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 :

18 Item No. 18 20 mm thick sand faced cement 440.000 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.

19 Item No. 19 Item no. 12 Providing and laying 187.000 Smt 1189.88

24” x 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

20 Item No- 20 Providing and laying Vitrified tiles 16.000 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

21 Item No. 21 Providing and laying 24” x 24” 76.000 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

22 Item No. 22 : Providing & laying broken china 89.000 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

23 Item No- 23 Provdg. & laying white glazed tiles 10.520 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.

24 Item No- 24 Provdg. & laying white glazed tiles 57.130 Smt 1054.67

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

laid on a bed of 10 mm th. Cement mortar 1:3

(1cement : 3 coarsesand finished with flush

pointing in white cement.

25 Item No- 25 Providing and fixing 35 mm thick 30.550 Smt 5338.30

shutters for Doors, windows and clerestory

windows including Indian teak wood frames

cm x 7 cm. size including anodized alluminium

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting

etc, complete. (iii) Partly panelled

26 Item No. 26 Providingg and fixing extruded 20.000 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.

27 Item No. 27 Providingg and fixing extruded 9.750 Smt 1713.70

aluminium windows having extruded aluminium

colour anodized section frame main outer size

63.50 mm x 38.10 mm x 1.95 mm (of jindal

section No. 4605 @ Wt. 1.094 Kg/ mt)

horizontal four trak member size 61.85 mm x

31.75 mm x 1.20 mm (of jindal section No.

8687@ Wt. 0.695Kg/ mt) vertical member of

size 61.85 mm x 31.75 mm x 1.30 mm (of jindal

section No. 8758 @ Wt.0.0.659 Kg/ mt) with

sliding shutters of horizontal member size

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

8949 @ wt. of 0.456 Kg/ mt) Vertical member

of size 40 mm x 18 mm x 1.29 mm ( of Jindal

section No. 8948 @ Wt. of 0.457 Kg/ mt)

Section 8948 @ Wt. 0.457 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.

28 Item No. 28 Providing and fixing standard 2.180 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.

29 Item No. 29 Applying two coats of Birla or 984.000 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.

30 Item No. 30 Wall painting (Three coats) with 984.000 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.

31 Item No. 31 Finishing wall with weather proof 614.000 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.

32 Item No. 32 Provdg. & fixing water closet 6.000 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

33 Item No. 33 Provdg. & fixing 100 mm size P or 6.000 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.

34 Item No :- 34 Procdg. & fixing wash basin with 4.000 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

35 Item No. 35 Providing laying and jointing in 60.000 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

36 Item No. 36 Providing laying and jointing in 111.000 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

37 Item No - 37 Providing & fixing screw down bib 7.000 No. 214.81

taps of following size(A) Brass screw down bib

tap polished bright (ii)20 mm dia

38 Item No- 38 Providing & fixing PVC SWR 4.000 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.

39 Item No. 39 Provdg. & fixing S.W. Gully trap 4.000 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.

40 Item no. 40 Provdg. & fixing to wall ceiling and 55.000 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)

41 Item no. 41 Provdg. & fixing to wall ceiling and 55.000 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)

42 Item No. 42 Construction underground sock 2.000 No. 22595.72

well 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,

m thick at bottom 1.50 mt & 0.23 mt thick

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. 43 Construction of an under ground 4000.000 Ltr. 9.58

masonry water tank of size 2m X 1.m X 1.m &

2000 litre capacity as per the approved drawing

& design etc. complete.

44 Item No. 44 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. 45 provdg & fixing M.S. grills of 930.000 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

46 Item No- 46 Painting Two coat (Excl.piming 31.500 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.

47 Item No. 47 Provdg. & fixing gun metal check 4.000 No. 420.63

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

48 Item no- 48 Providing and fixing pre-cast 190.000 Cmt 648.84

Rubber Dye inter locking concrete block 60 mm

thick with grade of concrete M-150 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.

49 Item no- 49 Point wiring for Light / Bell with 2- 90.000 Point 493.89

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

50 Item No- 50 Point wiring for looped PLUG with 41.000 Point 177.76

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.

51 Item no. 51 Pipe type earthing having 150 cms 2.000 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

52 Item No- 52 For using salt and charcoat / coke as 2.000 Each 202.00

required for pipe type earthing.

53 Item no- 53 Approved make ceiling fan with 12.000 Each 1883.65

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

54 Item No- 54 Approved make C.F.L lamp retrofit 20.000 Each 65.65

9/11 watt erected if required cat-II

55 Item no- 55 Plastic encloser fitted with din rail 12.000 Each 622.67

suitable for incorporating one / two nos. MCB

56 Item No.- 56 UGVC Ltd. meter connection 2.000 Each 6414.01

57 Item No.- 57 Poswer connection charges from 3.000 Each 5712.56

UGVCL/ GEB incl. in all Estimate charge &

meter connection given by UGVCL/GEB

58 Item No.- 58 Providing &fixing Approved 3.000 No. 18402.20

make Sumercible Horizontal Pump 1.0 HP with

Necessary Switches wiring board etc.

59 Item No.- 59 Providing and Fixing Florect tube 35.000 No. 499.27

ligh fuze, Chawk, Starar of Philips/ Bajaj as

approved by engineer in charge.

60 Item No.- 60 Providing and Fixing Cup-board 11.000 Smt 11418.26

with 0.40 to 0.50 mm depth 19mm thick

Commercial play wood for outsides of cupboard

and shutters and full core 1.0mm thick laminate

sheet on both side and inside, self of cup board

, polishing on teak wood border Patti including

necessary hardware where required and fix on

wall with screw etc comp. As per instruction

given by engineer in charge

61 Item No- 61 Providing officer Chairmen chair 12.000 No. 9140.09

with arm and rovalving Godrej type brand Beat

seres with High back and seat sliding with up

and down accromodation as approved by

Engineer in charge including all charges

62 Item no- 62 Providing Visitors chair of 44.000 No. 571.25

Neelkamal Brand or equvilant brand as

approved by Engineer in charge including all

63 Item no- 63 Providing Ofiice Table of 0.75 9.300 Smt 11385.12

Hight with 19 mm thick Plywood on top and

vertical suport and Laminate sheet on Top and

all other side including inside face of Table

including making necessory Drawer,shuter,

computer tray,hardware, border patti and

polishing etc comp as per instruction and

drawing given by engineer in charge

64 Item No. 64 Excavation for foundation 1.5 m. 71.000 Cmt 129.81

to 3.00mtr depth incl. sorting out stacking of

seful materials and disposing off the excavated

stuff upto 50mt lead.(A) Loose or soft soil

65 Item No. 65 Filling available excavated Earth 43.000 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

66 Item no- 66 Providing and laying ordinary 8.300 Cmt 8035.36

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

sand : 3 graded stone aggregates 20mm nominal

size) and curing complete Including cost of form

work in (i) Beam Having cross-sectional area

67 Item No-67 Brick work using common burnt 45.000 Cmt 4286.00

clay 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

68 Item no-68 Providing and laying ordinary 3.000 Cmt 9090.56

Cement 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. (

69 Item no. 69 Providing and laying ordinary 17.000 Cmt 8035.36

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

sand : 3 graded stone aggregates 20mm nominal

size) and curing complete Including cost of form

work in (i) Beam FF and GF Having cross-

sectional area 0.08 to 0.12 sq. m.

70 Item No- 70 Provdg & laying cement concrete 1.800 Cmt 6921.70

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

aggragate 20 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

71 Item No-71 Provdg & laying Ordinary cement 31.000 Cmt 7257.51

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

72 Item No- 72 Provdg & laying cement concrete 8.000 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

73 Item No- 73 Provdg & laying Ordinary cement 7.500 Cmt 10968.70

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

Sqm to 0.08 Sq.M.

74 Item No. 74 Providing 15 mm thick cement 370.000 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 .

75 Item No. 75 Providing and Fixing Machine cut, 29.000 Smt 2348.43

free 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 1 cm nosing and laid on

mm thick cement mortar 1:6 ( 1 cement:6 coarse

sand) jointed with grey cement slurry including

rubbing and polishing finishing etc complete.

Rs. Fifty Lacs Four Thousand Thirty six & Paisa Thirty 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