Building

Name of Work :- Const. Of Various Anganwadi Building at Dholka Ta.

Dholka Dist. Ahmedabad Package No. AHD/Anganwadi/35 (2026-2027)

(Gundi-3, J.Godhneswar ) 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

be more Rs.P.S. to

or less Estimated

1 Item No- 1 Excavation for foundation upto 1.50 129.020 Cum 117.08

mt depth including sorting out and stacking of

useful materials and disposing the excavated

stuff with all lead (A) Loose or soft soil.

2 Item No- 2 Excavation for foundation for depth 27.000 Cum 162.38

from 1.5 m to 3.0 m including sorting out and

stacking of useful materials and disposing off

the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

3 Item No- 3 Carring out plinth treatment to post 108.780 Sqm 105.95

construction / existing structure by spraying

chemical solution for termite control treatment

including labour and material consistment with

I.S.I specification. Using Chlordene and

Chiorpurfiles 20 EC. As per 6131_ part- II

Consentration Weight one percent is

recommended i.e. one litre 20 EC chemical

emulsion dillute with 19 liter give 1 %

concentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre

chemical / Sqmt. of surface is recommended as

4 Item No- 4 Providing and laying cement 21.140 Cum 2862.60

concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

crushed stone aggregates 40 mm nominal size)

and curing complete excluding cost of

formwork in (A) Foundation and Plinth

5 Item No- 5 Providing and laying cement 15.140 Cum 3228.39

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

6 Item No- 6 Filling in plinth with sand under 27.660 Cum 460.19

floors including watering ramming,

consolidating and dressing complete.

7 Item No- 7 Filling foundation and plinth with 248.000 Cum 289.06

murrum or selected soil in layer of 20 cm

in thickness including ramming watering and

consolidating etc. complete

8 Item No- 8 Filling available excavated Earth 92.260 Cum 130.39

(Excluding Rock ) in trench plinth side of

foundation . in layer not excluding 20 cm in

depth consolidation each deposited layer by

ramming and watering etc. complete

9 Item No- 9 Providing and laying cement 15.620 Cum 6057.96

concrete work 1:1.5:3 (1- Cement : 1.5- Coarse

sand : 3- graded stone aggregates 20 mm

nominal size) and curing complete including

cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete

10 Item No- 10 Providing and laying ordinary 4.760 Cum 10968.98

cement concrete 1:1.5:3 (1- Cement 1.5- coarse

sand : 3- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing

etc. complete including the cost of formwork

but excluding the cost of reinforcement for

R.C.C work in (B) COLUMNS: (ii) Having

cross-sectional area more than 0.08 Sq.mt. and

upto 0.18 Sq.mt.

11 Item No- 11 Providing and laying ordinary 10.400 Cum 8963.84

cement concrete 1:1.5:3 (1 Cement : 1.5 corse

sand : 3 graded stone aggregates 20mm

nominal size) and finishing smooth with curing

etc. complete including the cost of formwork

but excluding the cost of reinforcement of

R.C.C. work in (A) BEAMS :(ii) Having cross-

sectional area more than 0.05 Sq.m. and up to

12 Item No- 12 Providing and laying ordinary 0.640 Cum 9090.84

cement concrete 1:1.5:3 (1 Cement : 1.5 corse

sand : 3 graded stone aggregates 20mm

nominal size) for R.C.C. Lintel including

finishing smooth with curing etc. complete

including the cost of formwork but excluding

the cost of reinforcement.

13 Item No- 13 Providing & laying Ordinary 13.020 Cum 7258.19

cement 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.

14 Item No- 14 Providing T M T. bar 5204.000 Kg. 76.21

reinforcement of Fe-500D for R.C.C. work

including bending binding and placing in

position complete up to All floor Level

15 Item No- 15 Brick work using common burnt 17.220 Cum 4051.78

clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:5. (1- Cement : 5 -

fine sand) B) Conventional

16 Item No- 16 Brick work using common burnt 47.400 Cum 4326.75

clay building bricks having crushing strength

not less than 35 kg./ Sq.Cm. in super

structure in Cement Mortar 1:5. (1-

Cement : 5 -fine sand) (B) Conventional

17 Item No- 17 Half brick masonry in common 22.140 Sqm 653.17

brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement

mortar 1:4 (1- Cement : 4 -coarse sand ) in

super structure above plinth up to floor two

level Conventional Bricks for All Floors.

18 Item No- 18 Providing and fixing 11.420 Sqm 5990.68

alluminium anodised glazed door rectangular

frame 60mm x 40mm x 2mm @ 1.037 Kg./

Rmt. weight, flush door shutters, solid core

construction with frame of first class hardwood

with cross board and face veneer or plywood

face panels , including anodised alluminium

butt hinges with necessary screws. including

Laminated sheet 1 mm thick,S.S. stoper 30cm

long ASIS 304 grade,S.S. Aldrap 30cm long

ASIS 304 grade,S.S. Handle 15cm long ASIS

304 grade,S.S. Handle Door stop ASIS

grade(2) 35 mm thick.

19 Item No- 19 Providing and fixing window 9.580 Sqm 1713.70

having extruded aluminum Colour anodized

section frame main outer size 63.50 x 38.10 x

1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x 31.75 mm x

1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x 31.75mm x

mm @ wt.of 0.659 Kg/mt with sliding shutters

of horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member

of size 40mm x 18mm x 1.29mm @ wt.of

0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm

thick transparent bronze colour tinted float

glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant

glass fixing to frame as per details etc complete

20 Item No- 20 Providing and fixing standared 6.320 Sqm 1175.56

extruded of alluminium section of size 63mm x

38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with

colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation (S.O.R P

NO. 114 Item no.11030)

21 Item No- 21 Providing and fixing M.S. grills of 396.880 Kg. 106.07

required pattern to wooden frames of windows

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. including Applying priming coat and

Painting two coats (excluding priming coat)

22 Item No- 22 Providing and laying Vitrified tiles 90.500 Sqm 1484.61

8 to10 mm thick, 36'' x36'' in flooring treads of

step sand landing laid on a bed of 12mm thick

cement mortar 1:3 (1 cement : 3-coarse sand )

finishing with flush pointing in white cement.

23 Item No- 23 Providing & Fixing 30 mm thick 23.560 Sqm 709.06

polished Kota-stone slabs for Shelves of

Cupboard shelves including making grooves in

walls and finishing with C.M.( 1:1) and

polishing etc. Complete.

24 Item No- 24 P & L 24"x24" vitrified 8mm thick 3.520 Sqm 1397.83

tile flooring over 20mm(average) base of

cement mortar 1:6 ( 1 cement:6 coarse sand) on

new surface or fixing on existing flooring by

adhesive material including dismentaling of

existing flooring and jointed with color cement

slurry including finised with flush pointing &

cleaning the surface etc. complete for antiskit

25 Item No- 25 Providing and laying Vitrified 75.000 Sqm 1538.85

tiles 8 to10 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

26 Item No- 26 Providing and laying broken china 103.840 Sqm 747.29

mosaic flooring for Terrece using 12mm to

20mm of broken piece of glazed tiles to be laid

over cement mortar bedding of CM (1:3) to

plain or slope & to be tempered to bring Mortar

cream out upto surface using white cement

including rounding off junction and extending

them up to 15 cm along the wall clearing water

and oxalic acied etc as directed

27 Item No- 27 Providing and fixing machine cut, 51.720 Sqm 2823.61

free edges, mirror polished Granite stone slab

18 mm thick for vertical wall/ Doors/

Windows Sill, Jams for cladding as per design

including full moulded round inside edge and

laid on 10 mm thick cement mortar 1:3 (

cement: 3 coarse sand) jointed with grey

cement slurry including rubbing and polishing

finishing etc. complete.

28 Item No- 28 Providing 15mm thick cement 289.980 Sqm 176.58

plaster in single coat on Rough (Similar) side

of single or half brick walls for interior

plastering upto floor two level and finished

even and smooth in (i) Cement mortar 1:3 (1-

cement: 3 sand) and finishing with a floating

coat of neat cement slurry.etc. complete.

29 Item No- 29 Providing 10 mm thick cement 129.280 Sqm 153.67

plaster in single coat on Ceiling / sofit of stair

for interior plastering finished even and

smooth in (ii) Cement mortar 1:3 (1-cement 3 -

sand )for Ground Floor

30 Item No- 30 Applying two coats of acrylic 344.260 Sqm 119.82

lappy (putty) and two coats of primer &

Wall painting ( two coats) with plastic

emulsion paint of approved brand and

manufacture on wall surfaces to give an even

brushing the surface free from mortar

droppings and other foreign matter and sand

papered smooth.

31 Item No- 31 20 mm thick sand faced cement 287.680 Sqm 300.66

plaster on walls upto 10 mt height above

ground level consisting of 12 mm. Thick

backing coat of c.m. 1:3 (1 cement : 3 sand) and

8 mm. Thick finishing coat of c.m. 1:1 (1

cement : 1 sand) etc. complete as directed.

32 Item No- 32 Finishing wall with weather 287.680 Sqm 114.53

proof exterior emulsion paint on wall surface

(two coats) to give an required shape even

shade after thoroughly brushing the surface

to remove all dirt, and remains of loose

powdered materials etc complete

33 Item No- 33 Constructing a cooking platform 4.000 Rmt 2483.99

60 cm. width and 70 cm high resting on

B.B.Masonry walls 23 cm.thick in C.M. (1:6)

with (i) Fixing or precast R.C.C.1:2:4) 8 cm.

thick slab with marble chips set in C.M. (1:6)

(6mm thick terrazo) with plastering on exposed

faces walls in C.M. (1:4) etc complete.

including the approved quality stainless steel

sink of size 600 X 400 X 150 including fixing

the sink in the stone platform with waste pipe

and whole work as per instruction of Engineer

34 Item No- 34 Providing laying and jointing in 30.000 Rmt 72.65

true line and level 15mm dia. U.P.V.C. Pipe (

SCH-40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall

be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as

directed including necessary fittings etc.

including testing of pipe and joints and

fixing the same with adhesive solvent,

including cost of all materials.

35 Item No- 35 Providing laying and jointing in 40.000 Rmt 91.84

true line and level 25mm dia. U.P.V.C. Pipe (

SCH-40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall

be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as

directed including necessary fittings etc.

including testing of pipe and joints and

fixing the same with adhesive solvent,

including cost of all materials.

36 Item No- 36 Providing laying and jointing in 20.000 Rmt 119.15

true line and level 32 mm dia. U.P.V.C. Pipe (

SCH-40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall

be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as

directed including necessary fittings etc.

including testing of pipe and joints and

fixing the same with adhesive solvent,

including cost of all materials.

37 Item No- 37 Provdg. & fixing gun metal check 10.000 Each 420.63

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

38 Item No- 38 Providing and fixing to wall 28.000 Rmt 277.43

ceiling floor 10 Kg. F/Cm2 working pressure

polythene pipes for soil waste and ventilating

pipes of the following outside dia. low

density, complete with necessary fittings

,wall clamps etc including making good the

wall ceiling and floor. (F) 75 mm

39 Item No- 39 Providing and fixing to wall 30.000 Rmt 336.24

ceiling floor 10 Kg. F/Cm2 working pressure

polythene pipes for soil waste and ventilating

pipes of the following outside dia. low

density, complete with necessary fittings

,wall clamps etc including making good the

wall ceiling and floor. (G) 110 mm

40 Item No- 40 Providing and fixing PVC SWR 4.000 Each 571.08

Nahni Trap IS 14735 for drain - 100 mm

diameter with jali of the following nominal

diameter of self cleansing design with C.I.

screwed down or hinged grating including the

cost of cutting and making good the walls.

41 Item No- 41 Providing and fixing Screw 4.000 Nos 214.81

down Quarter turn bib taps of following size

(A) Brass chromium plated screw down Bib

tap (Ii) 20 mm dia

42 Item No- 42 Providing and fixing wash basin 4.000 Nos 2092.55

with single hole for pillar tap with C.I. Or

M.S. brackets painted with including cutting

holes and making good the same including

fittings, (fixing C.P brass waste 32 mm dia),(

fixing M.I. fisher union 32 mm dia),(fixing

pillar tap,cap stan head , screw down high

pressure with screws, shank sand back nuts.

15mm dia), (fixing brass screw down stop

tap15mm dia), (fixing Rubber plug) (A)

Vitreous China (ii) Flat back wash Basin

550mm x 400mm size (i) in white colour

43 Item No- 43 Providing and fixing water closet 4.000 Nos 1535.97

squatting Pan (Indian type W.C.Pan) size

580mm (A) Vitreous China.(I) Long pattern,

White colour including Providing and

fixing(100mm size P or S trap for water closet

squatting pan including jointing the trap with

the pan and soil pipe in cement Mortar 1:1 (1-

Cement : 1-Fine sand) (A) Vitreous

China.),(G.I. inlet connection for flush pipe

with W.C. Pan) (C.P. Brass 1/2 turn flush cock

44 Item No- 44 Providing erecting and fixing 2000.000 Liter 3.95

double coated Syntex or equivalent PVC.

(ISI) mark water tank of required capacity

each with all necessary fittings & connection

etc. comp on terrace.

45 Item No- 45 Providing and fixing S.W. Gully 2.000 Nos 1292.19

trap with C.I. Grating brick masonary

chamber and water tight C.I. Cover with

frame of 300 mm. X 300 size (inside) with

standard weight (I) Square mouth traps (C)

mm. X 100 mm size P type

46 Item No- 46 Constructing brick masonary 2.000 Nos 2932.93

chamber for under ground C.I. Inspection

chamber and bends with bricks having

crushing strength not less than 35 Kg/cm2

in cm. 1:5 C.I. Cover with frame (light duty)

455 mm. X 610 mm. Internal dimensions,

total weight of cover with frame to be not

less than 38 Kgs. weight of cover 23 Kg. and

wt. of frame 15 Kg) R.C.C. top slab with 1:2:4

mix(1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm. size ) foundation

concrete 1:5:10 inside plaster 15 mm. thick

with cement mortar 1:3 finished smooth with

a floating coat of neat cement on walls &

bed concrete etc. complete. (I) inside

dimensions, 455 mm. x 610 mm. And 450 mm.

Deep for single pipe line.

47 Item No- 47 Constructing brick masonary 2.000 Nos 3660.76

chamber for under ground C.I. Inspection

chamber and bends with bricks having

crushing strength not less than 35 Kg/cm2

in cm. 1:5 C.I. Cover with frame (light duty)

455 mm. X 610 mm. Internal dimensions,

total weight of cover with frame to be not

less than 38 Kgs. weight of cover 23 Kg. and

wt. of frame 15 Kg) R.C.C. top slab with 1:2:4

mix(1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm. size ) foundation

concrete 1:5:10 inside plaster 15 mm. thick

with cement mortar 1:3 finished smooth with

a floating coat of neat cement on walls &

bed concrete etc. complete. [II] Inside

dimensions 500 mm. x 700 mm. & 450 mm.

deep for pipe lines one or two.

48 Item No- 48 Providing and constructing soak 2.000 Nos 41072.86

pit of size 2.46mt. outer and 6.0mt. deep

including 23cm thick brick masonary for top

0.75mt. height solid masonary in cement

mortar 1:6 and remaining honey combed

masonry in cement mortar 1:6 and covered

with jodhpuri patti C.I. pipe 100mm dia 1.8mt.

long etc. comp. as directed including 15mm

plaster in C.M. 1:4 over jodhpuri patti.

49 Item No- 49 Providing and fixing 90 cm high 30.000 Rmt 3662.27

Stainless Steel railing made from anticorrosive

304 grade S.S. pipe of 50 mm dia (16 gauge) as

hand rail with S.S. 304 grade baluster of 32 mm

dia (16 gauge) as a vertical support fixed in

RCC slab / steps of stair at 1.2 Mt. c/c including

three horizontal S.S. pipes of 16 mm dia (16

Gauge) at equal distance fixed by 16 mm dia

(16 Gauge) S.S. pipe with baluster including

accessories as per detailed drawing as directed

50 Item No- 50 Construction of an under ground 4000.000 Litre 12.15

masonry water tank of size 2.00 m X 2.00 m X

1.50 m = 6000 litre capacity as per the

approved drawing & design etc. complete.

51 Item No- 51 Providing and fixing pre-cast 90.000 Smt 686.90

Rubber 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 : 2006 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.

52 Item No- 52 Excavation for foundation upto 8.980 Cum 149.67

1.5Mt. depth incl. sorting out and stacking of

useful materials and dispiosing off the

excavated stuff upto 50Mt. lead soil (B)

dense or hard soil

53 Item No- 53 Providing and laying cement 1.560 Cum 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

54 Item No- 54 (i) Half brick masonry in common 10.920 Smt 599.84

brunt clay building bricks having crushing

strengthnot less than 35 Kg/Sq.Cm. in Cement

mortar 1:4 (1 Cement: 4-coarse sand) in

foundation and plinth

(B) Conventional

55 Item No- 55 Providing 15mm thick cement 27.280 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

56 Item No- 56 Providing and laying cement 2.880 Smt 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.

57 Item No- 57 Providing and laying in ground 60.000 Rmt 334.08

110 mm diameter PVC rain Water pipe 6 Kg./

Sq.cm. necessary fittings connection as per

detailed drawing as directed by Engineer - in -

58 Item No- 58 Providing and laying in ground 20.000 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 -

59 Item No- 59 Brickwork using common burnt 3.100 Cum 4021.02

clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:6 (1- Cement : 6-fine

sand) (B) Conventional

60 Item No- 60 Providing formwork of ordinary 2.400 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.

61 Item No- 61 Supplying of crused stone 0.400 Cum 661.90

aggregate of 25 to 40 mm size as directed with

62 Item No- 62 Supplying of coarse sand as 1.220 Cum 419.42

directed with 5 Km. lead

63 Item No- 63 Point wiring for Light / Fan/ Bell/ 30.000 No. 390.87

Primary Point with 2-1.5 sq. mm & earth wire of

1.5 sq. mm (green) both are of ISI marked 1.1 kv

grade FRLS PVC insulated multi strand copper

wires upto max length of 10 mt, in below type of

pipe erected with 6A Tissino Type ISI marked

flush type switch / bell push and accessories

erected on Metal / PVC /Wooden Box covered with

3 mm thick PC (Poly carbonate)

/Acrylic/Laminated sheet. with necessary Lamp

holder/ceiling rose / H.D.Connector as directed.(f)

with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete

64 Item No- 64 Providing & erecting Approved make 6.000 No. 2311.89

Ceiling Fan with double ball bearing ISI mark with

Condenser 230 volt A.C.50 Hz 1200 mm sweep

complete having 3 blades aluminium body and

blade sets having ornamental design shanks

canopy erected with earthing. [ Make shall be

approved by Engineer in Charge]

65 Item No- 65 Supplying and erecting LED indoor 10.000 Ea. 295.93

fittings with LEDs of wattage 0.2 Watt to 0.5 Watt

assembled on single MCPCB, with housing used as

a heat sinks hallbe made of thick sheet Steel

conforming to IS: 513/CRCA/ aluminium die cast

powder coated and high U.V. & corrosion

resistance with diffuser with companymark/name

160V to 270V, Power Factor more than 0.95, THD

< 15%, CCT 3000 K to 6500K, Luminaire

efficacy> 85 lumens/watt ,LED LED driver

efficiency > 85 % ( fitting required LM-79 & LM-

80 Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED

fittings.TheEngineer inchargemayselect any

wattage capacity between the ranges shown.) (A)

Tube Light with integral driver. (iii) 18-20 Watts,

Surge-2KV,IP-20, conventional 4 feet

66 Item No- 66 Point wiring for independent PLUG 4.000 No. 347.44

with following size mains earth wire of 1.5 sq.mm

(green) both are of ISI marked 1.1 KV grade FRLS

PVC insulated multi strand copper wires upto

mt length, in following below of pipe erected

complete with ISI marked 3 / 5 Pin socket and

tissino type switch erected with earth continuity

connection erected on Metal / PVC/Wooden box

covered with 3 mm thick PC(Polycarbonate) /

Acrylic/Laminated sheet.[A] For 6 amp plug and

amp switch with 2- 1.5 sq. mm Cu. Mains from

near by switchboard/ db board upto 6 mt.(f) with

medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete

67 Item No- 67 Providing & erecting 240 V MCB 2.000 No. 270.68

double pole switch for motor & inductive load (C

Curve) having 10 KA breaking capacity &

confirms to IS: 8828 in existing box having

following capacity(A) 6 to 32 Amp

68 Item No- 68 Providing and erecting Pipe type 2.000 No. 823.15

earthing with 40 mm dia 2.5 mtr long 'B' grade G.I.

pipe with necessary coupling buch buried in

specially prepared earth pit & G.I. earth wire of

SWG erected & connected as directed (For panel)

69 Item No- 69 Providing & erecting open well 2.000 No. 10284.83

horizontal mono block pump set with cast iron

body, complete for three phase submersible motor

having SECTION 9-4 [A] For 1.5 HP 3 phase open

well horizontal mono block pump set suitable for

190 LPM @ 20 mtr head suitable for 40 mm dia

delivery pipe Catt-II

70 Item No- 70 Providing and fixing 600 mm x 450 2.000 Nos 833.73

mm bevelled edge mirror of superior glass

mounted on 6 mm thick plywood sheet or PVC

framing and fixed to wooden plugs with C.P brass

screw and washers.

71 Item No- 71 Providing and fixing C.P. brass 2.000 Nos 603.19

towel rail complet with C.P. brass brakets fixed

to wooden plugs with cpbrass screws ( B ) 600 mm

72 Item No- 72 Sheesham wood study Table and 2.000 No. 11992.74

Chair. Table dimension 34 inches length , 18 inches

width and 30 inches height. Primary material solid

sheesham woodand secondary material 15mm

solid MDF color teak finish style.

73 Item No- 73 2 Seater School Benches and Desks 10.000 No. 5095.45

(small) for childrens

74 Item No- 74 Furniture for Cup board 2.000 LS 20200.00

75 Item No- 75 Premium quality Kids Play school 2.000 Set 20042.44

indoor setup (1) Amazon basic junior BPA free

to score Giant premium plastic games set.

76 Item No- 76 Premium quality Kids Play school 2.000 Set 825.17

indoor setup (2) Jazz Drum set.

77 Item No- 77 Premium quality Kids Play school 2.000 Set 3584.49

indoor setup (3) Play rubber tiles.

78 Item No- 78 Premium quality Kids Play school 2.000 Set 607.01

indoor setup (4) Clapjoy slingo fastest finger first

79 Item No- 79 Premium quality Kids Play school 2.000 Set 7674.99

indoor setup (5) OK play see saw yellow/ green.

80 Item No- 80 Premium quality Kids Play school 2.000 Set 2513.89

indoor setup (6) OK play Rocker medium for kids,

boat ride on toy

81 Item No- 81 Premium quality Kids Play school 2.000 Set 619.13

indoor setup (7) Table tennis trainer

82 Item No- 82 Premium quality Kids Play school 2.000 Set 384.81

indoor setup (8) table tennis press button

83 Item No- 83 Premium quality Kids Play school 2.000 Set 4305.63

indoor setup (9) Dawnwake Baby play

84 Item No- 84 3D Wall painting (two coats)oainting 41.200 Sqm 1878.60

tech that creats the illusion of depth and dimention

on a flate surface wall art that can be use public

place3D model physical body using collection of

point in 3D space connected by various geometric

entities curve surface with plastic emulsion paint of

approved brand and manufacture on undecorated

wall surface to give an even draw a pictures and

writing a slogan releated of diffrent painting and

other theme based like harritage

painting,cleaness,plastic free city,save water, save

daughter,go green,clean city, etc.shade including

throughly brushing the surface free from mortar

droppings and other foreign matter and sand

papered smooth etc.all material,scaffolding,

additional coats if required and labour or painter as

directed by Engineer in Charge . Method

Removing Dust from wall with use of wire brush

and sand paper . 2.Prepare surface with appying

exterior puty , cement slurry, or plastering which

one required for even surface. 3. Appying Base

coat of primmer 4. apply final even coat of colour

5. Draw line picture 6. pre detaling for painting

final detailing of 3D painting 8. applying lacquer

protection coat on the whole painting area (make :-

Asian Paints, Burger, Nerolac. Equivalent brand as

approved by the authority. )

85 Item No- 85 2D Wall painting (two coats) with 41.200 Sqm 1373.60

plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an

even draw a pictures and writing a slogan releated

of SWATCHHTA SURVEKSHAN Campain and

other theme based like a harritage,cleaness,plastic

free city,save water, save daughter,go green,clean

city,City importance etc.shade including throughly

brushing the surface free from mortar droppings

and other foreign matter and sand papered smooth

etc.all material,scaffolding, additional coats if

required and labour or painter as directed by

Engineer in Charge . Method 1. Removing Dust

from wall with use of wire brush and sand paper .

2.Prepare surface with appying exterior puty

cement slurry, or plastering which one required for

even surface. 3. Appying Base coat of primmer

apply final even coat of colour 5. Draw line picture

6. pre detaling for painting 7. final detailing of 2D

painting 8. applying lacquer protection coat on the

whole painting area (make :- Asian Paints, Burger,

Nerolac. Equivalent brand as approved by the

Rs. Twenty Nine Lacs Fifty Six Thousand Nine Hundred One & Paisa Ninety nine only

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.

GM\W v! ov AW]\ H SFD AF\WSFD lJEFUGL 5]l:TSF VG[ l0lJhGGL ALHL BF; lJUT D]HA VYJF ;}RGF 5|DF6[ SZL VF5JFG]\ ZC[X[P

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.

GM\W vZ ov VG];}lRDF\ AWF BFGFGL lJUTM ;CLYL EZJL VG[ K[<,F BFGFGL GM\WMGM ;ZJF/M SZL SMg8=FS8Z[ 5MTFGL ;CL SZJL

Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Divisions

Dholka Ahmedabad