Maintenance,Renovation & Civil Work at Different Municipal Building,Garden ,Municipal School and other Require Differant Places in Paldi Ward at West Zone.(A.R.C. TENDER)

Name of work:-"Maintenance,Renovation & Civil Work at Different Municipal

Building,Garden ,Municipal School and other Require Differant Places in Paldi Ward at

West Zone.(A.R.C. TENDER)"

No. Qty Items Rs. Ps. Per Rs. Ps.

1 15 Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (ii) In

2 10 Demolition of RCC work includes stacking of

serviceable materials and disposal of unserviceable

materials with all leads and lifts. 1047.38 Cmt

3 50 Dismentaling of sheet roofing including ridges, hips,

valleys ,gutters etc. stacking of serviceable materil as

and disposal of unserviceable materials with all lead

and lift.(i) G.I.sheet roofing. 47.25 Smt

4 1500 Dismentling steel work including distempering

and stacking the materials with all lead and lift. 3.63 Kg.

5 400 Removing and scraping of old deteriorated plaster of

any thickness from wall / RCC member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift 19.38 Smt

6 400 Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift. 47.25 Smt

7 20 Dismentling doors, windows, ventilators etc. (wood

orsteel) shutters including chowkhats architraves, hold

fasts and other attachment etc.complete and stacking

the material within all lead and lift.(i) Not exceeding

Sq.M. in area. 185.85 Each

8 100 Dismentling CI pipes GSW pipes abd AC rain water

pipes with fittings and clamps including stacking the

materials with all lead and lift (for any dia, of pipe)

9 40 Dismantling santtary fittings like wash basin WC pan

Indian and European type, flushing tank etc. including

stacking the materials with all lead and lift

10 40 Dismentling barbed wire in fencing including making

rolls and also including dismentling fencing posts

including all earth work concrete in base and making

good the disturbed ground stacking useful materials as

directed and disposing as directed and disposing of the

unserviceable materials with all lead and lift. 66.15 Rmt

11 1000 Scraping oil paint from steel and other metal surface

and making the surface even 48.83 Smt

12 Excavation for foundation up to1.5 m depth including

sorting out and stacking of useful materials and

disposing of the excavated stuff upto 50 mt. lead.(A)

Loose or soft soil

a 95 0 to 1.50 mt.depth

b 10 1.5 to 3.0 mt.depth 128.52 Cmt

13 1 Providing and laying cement concrete 1:5:10 (1-

Cement:5-finesand:10-graded brick bat aggregates

mm nominal size) and curing complete excluding cost

of formwork in(A) Foundation and Plinth 2457.01 Cmt

14 70 Providing and laying cement concrete1:5:10 (1-

Cement: 5- coarses sand and:10-hand broken stone

aggregates 40mm nominal size) and curing complete

excluding cost of formworkin (A) Foundation and

Plinth (upto 10 ton). 2492.51 Cmt

15 20 Providing and laying cement concrete1:4:8 (1-Cement:

4- coarses and:8-hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of

formworkin (A) Foundation and Plinth (upto 10 ton). 2653.67 Cmt

16 2 Providing and laying cement concrete 1:3:6 (1-Cement

: 3- coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth.. 2956.44 Cmt

17 Providing and laying cement concrete work 1:2:4 (1-

cement:2- coarse sand:4-graded aggregates 20mm

nominal size) curing complete excluding cost of

formwork and reinforcement.

a 10 Foundations, footings, base or columns and mass

concrete 3923.53 Cmt

b 2 Slabs, landing, shelves, balconies, lintels, beams,

girders and cantilivers upto floor two level 4012.47 Cmt

c 2 Independent piers, columns, and pillars, upto floor two

level 4012.47 Cmt

18 Providing and laying controlled cement concrete /

Ready Mix Concrete of M-200 and curing complete,

excluding the cost of form work and reinforcement for

reinforced concrete work in:

30 (A) Foundations, footings, base of columns, and mass

concrete. 3977.88 Cmt

2 (B) Walls from top of foundations/level up to floor

Four level. 4484.17 Cmt

2 (C) Slabs, landing shelves, Balconies, lintels, beams,

girders, and cantilever, up to floor Four level. 4460.36 Cmt

10 (D) Columns, pillars, posts, and struts, up to floor Four

level. 4558.2 Cmt

2 (E) Staircase up to floor four level. (excluding landing)

2 (F) Vertical and horizontal fins up to floor four level.

19 Providing form work in ordinary 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 celling not

exceeding 4M &removal of the same fo in situ

reinforced or plain concrete work upto floor four level

20 Foundation, footings, bases of columns etc. and mass

concrete 171.68 Smt

22 (B) Flat surfaces such as soffits of supspened floors

slabs Landings and the like. (1) Floors etc. upto

mm in thickness. 252 Smt

2 (B) Flat surfaces such as soffits of suspended floor roof

slabs Landings and the like. (2) Floors etc. above

200mm in thickness. 270.9 Smt

4 Vertical surface such as walls (any thickness) partitions

and the like including attached buttresses & string

course & the like. 229.95 Smt

20 (G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan. 297.68 Smt

2 (2) Circular or curved in plan.

50 (H) Sides and soffits of Beams Beam Haunchings

cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth

20 1750 Providing TMT Bar FE 415 reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level 66.59 Kg.

21 15 Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering. 129.1 Cmt

22 20 Filling in plinth with sand under floors including

watering ramming, consolidating and dressing etc.

complete. 455.63 Cmt

23 4 Filling in foundation and plinth with murrum or

selected soil in layers of 20 cm. thickness including

watering, ramming and consolidating etc.

(Ahmedabad City Building SOR 2023-24) 286.2 Cmt

24 Brick work using common burnt clay building bricks

having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in Cement

Mortar1:6 (1-Cement :6 - fine sand)

A 20 (A) Conventional (upto 10 ton) 3981.21 Cmt

25 Extra Rate for brickwork in Above Item for

super structure above plinth level upto floor two

a 10 (A) Conventional (upto 10 ton)

d 2 D) above floor two level Item No. 2(6.13) (B)

26 5 Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse

sand) in foundation and Plinth conventional

brickwork (up to 10 ton) 593.9 Smt

27 5 Extra for half brick masonry in superstructure above

plinth level upto floor two level. (B) conventional

28 80 Providing and laying polished Kota stone slab flooring

over 20mm (Average) thick base of cement mortar 1:6

(1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty

:1.5 - coarse sand) laid over and jointed with grey

cement slurry mixed with pigment to match the shade

of slab including rubbing and polishing etc. complete.

(A) 25mm thick 982.83 Smt

29 5 Providing and laying polished kota stone slab 25mm

thick in risers of steps,skirting Dedo and pillars laidon

10mm thick cement mortar 1:3 (1-Cement : 3coarse

sand) and jointed with gray cement slurymixed with

pigment to match the shade of slabincluding rubbing

and polishing etc. complete. 1176.03 Smt

30 15 Labour Work for moulding the polish kota stone

surface rate also including provding cutting and grinder

machine for molding work etc.complete as directed. 150 Rmt

31 150 Labour work for Polish kota stone surface rate also

including providing cutting and grinder machine for

molding work etc comlete as directed.

32 120 Providing and laying white glazed tiles 6mm thick in

flooring tread sofstep sand landing laid on abed of

12mm thick cement mortar 1:3(1-cement:3-coarse

sand)finishing with flush pointing in white cement. 908.17 Smt

33 10 Providing and laying White / Colour glazed tiles 6 mm.

thick in skirting, risers of steps and dedo on 10 mm.

thick cement plaster 1:3 (1 cement : 3 coarse sand) and

jointed with white cement slurry.

34 125 Providing and laying coloured glazed tiles of the size

300mm x 200 mmx 8mm/ 300mm x 450mm x 8mm in

skirting, riser sof steps and dedo on 10mm. thick

cement plaster 1:3 (1cement :3coarse sand) & jointed

with white cement slurry.

35 20 Providing and laying Ceramic tiles 6mm thick in

flooring treads of steps and landing laid on a bed of

10mm thick cement mortar 1:3 (1-cement : 3- coarse

sand ) finishing with flush pointing in white cement

36 5 Providing and laying marble stone slab flooring over

20 mm. (Average) base of cement mortar 1:6 (1

cement: 6 coarse sand) or L.M. 1:1.5 laid and jointed

with grey cement slurry including rubbing and

polishing complete: (A) Marble slab 20 mm. thick. 2194.63 Smt

37 20 Providing and laying Vitrified tiles 8 to 10 mm thick

24'' x 24'' in flooring treads of steps and landing laid on

a bed of 12mm thick cement mortar 1:3 (1- cement : 3-

coarse sand ) finishing with flush pointing in white

cement. 1062.5 Smt

38 2 Providing and laying Vitrified tiles 8 to 10mm thick,in

skrting risers of steps and dedo on 10mm thick cement

plaster1:3(1-cement:3-coarsesand)and jointed with

white cement slurry 1130.15 Smt

39 130 Providing & Laying 18 mm thick Mirror polish granite

flooring for counter , stair -riser , tread , skirting , dedo

etc. machine cut or chiselled on bed of cement mortar

1:1 pointing with neat cement slurry incl. moulding etc.

comp. as per instruction of engineer in charge. 2690 Smt

40 100 P/F grouting with epoxy branded material filling with

groove cutting of 2 to 3 mm in tiles flooring and

cladding work etc. comp. by as per engineer incharg. 260 Smt

41 650 Providing and laying broken china mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of glazed

tiles to be laid over cement mortar 1:3 to plain or slope

and to be tempered to bring mortar creme out upto

surface using white cement including rounding off

junctions and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc. as

directed. 739.89 Smt

42 200 Providing 10mm thick cement plaster in single coat on

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (i)Cement

mortar 1:3 (1-cement:3-sand) 127.58 Smt

43 150 Providing 15mm thick cement 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 smooth / Mala Plaster/ neat cement slurry in

44 20 Providing & fixing 15 cm wide chicken mesh jali with

nails & then application of 15 mm plaster on R.C.C. &

masonary joints as per dir. of engg. In charge. 35 Rmt

45 150 20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishingcoat of C.M. 1:1 (1-

cement : 1-sand) etc. complete. 297.68 Smt

46 2 Providing & laying Stone chips Plaster with / without

grooves for making panels incl. backing coat of plaster

in C.M. (1:3) in grey cement as per dir. Of consultants.

47 4 Providing and fixing sheet glass, selected quality

(Type-C) bedded in putty and fixed with wooden

beading including the cost of wooden beadings of first

class teakwood and necessary cutting of glass. (1)

mm thick. 1143.05 Smt

48 4 Providing and fixing suncontrol film of approved shade

and quality. Approved brand Garware and equivalent. 650 Smt

49 5 Providing and fixing Lock at drawer of counter type

Table including fixing any one of the materials like

wooden patti, favicol, khilli, screws, nut-bolts,

clamping, or any kind of other similar required work as

directed by engineer incharge etc. comp. 540 No

50 400 White washing with lime on wall surface (two coats) to

give an even shade including thoroughly booming the

surface to remove all dirt, dust;mortar drops and other

foreign matter. 12.29 Smt

(a) 400 Extra over above item for every subsequent coat of

colour wash with lime on wall surface 5.67 Smt

51 600 Colour washing with lime on wall surface (two coats )

over and including a primary coat of white washing to

give an even shade after through brooming the surface

to remove all dirt, dust, mortar drops and other foreigh

matter. 12.29 Smt

(a) 600 Extra over above item for every subsequent coat of

colour wash with lime on wall surface

52 2000 Removing dry or oil bound distemper/paint by a

washing and scraping and sand papering the wall

surface smooth including necessary repairs to scratches

53 327.00 Extra over above item for removing dry oil bound

distemper on ceilings and sloping roofs.

54 500 Distempeing (Two coats) with oil bound distemper of

approved brand and manufacture and of required shade

on wall surfaces to give an even shade, over and

including a priming coat with distemper primer of

approved brand and manufacture after thoroughly

brushing the surface free from mortar dropping and

other foreign matter and also including preparing the

surface even and sand papered smooth. 76.08 Smt

55 200 Extra over above Item for every subsequent coat of

approved brand and manufacture. 30.09 Smt

56 65 Extra over above Item 54 for distempering with oil

bound washable distemper on celling and sloping roofs. 8.04 Smt

57 500 Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth. 78.44 Smt

58 40 Extra over above item 57 for every subsequent coat of

wall painting with plastic emulsion pain of approved

brand. 33.39 Smt

59 16 Extra over above item 57 for painting with plastic

emulsion paint of approved brand on ceilings and

sloping roofs. 5.36 Smt

60 500 Applying two coats of Birla (white cement based) or

Asian (acrylic lapy- putty) or equivalent & 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

other foreign matter and sand papered smooth. 40.19 Smt

61 2000 Finishing wall with weather 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 113.4 Smt

62 100 Painting two coats (excluding priming coat) on new

steel and other metal surface with synthetic enamel

paint, brushing to give an even shade including

cleaning the surface of all dirt, dust and other foreign

matter. 64.66 Smt

63 1000 Painting two coats (excl. priming coat) on peviously

painted steel & other Metal surfacer with enamel

paint, brushing, interior to give an even shade incl.

cleaning the surface of all dirt, dust and other foreign

matter. 54.35 Smt

64 50 Painting two coat (excluding priming coat) on

previously painted wood and wood based surfaces with

enamel paint to give even shade including cleaning of

all dirt, dust and other foreign matter. 106.96 Smt

65 20 Arrangement of zula with two or nece. skilled labour

for repairing & maintenance work out side building

work etc. complete as per insructer incharge(At any

floor level) 950 No

66 20 Providing and laying Texture paint of 1.00 mm thick

and of approved shade, pattern on wall / ceiling of

plastered or wooden panel / ceiling. Rate include

necessary back coat laapi, texture grout, and finishing

coat of plastic emulsion paint 950 Smt

67 4 Providing & Fixing Angle cock of " Ess Ess" - Trend

series or equivalent standard make as approved by

engg. in charge all complete.

68 15 Provdg. & laying S.W. Gully trap with C.I. garting

brick masonry chamber & water tight C.I. cover with

frame of 300 mm x 300 mm size ( inside) with standard

weight.sqare mouth trap size 150 x100 mm P or R

69 8000 Providing erecting and fixing double coated Syntex or

equivalent PVC. (ISI) water tank of required capacity

each with all necessary fittings and connection etc.

complete on terrace. 4.61 Litre

70 20 Providing and fixing PVC SWR Nahni trap IS

for drain - 75mm diameter with jali of the following

nominal diameter of self cleansing design with C.I

scread down or hinged grating including the cost of

cutting and making good the walls.

71 Providing laying and jointing in true line and

level.U.P.V.C. Pipe(SCH-40) for cold water including

fittings make PRINCE/ SUPREME/ASTRAL

/FINOLEX or equivalent as approved by

EngineerInCharge.Pipes shall be fixed on the wall with

the help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all materials.

72 Provdg. & fixing UPVC handle valve of

Prince,Supreme , Astral, finolex or equivalent make as

per dir. Of engg. In charge.

A 20 (A) 15 mm dia

B 2 (B) 20 mm dia

C 20 (C) 25 mm dia

D 10 (D) 40 mm dia.

E 10 (E) 50 mm dia.

73 Provdg. And fixing to wall ceiling and floor 10.00 kg.

F/Sq.Cm working pressure polythelene pipes of the

following outside diameter, low, density, complete with

special flange compression type fittings, wall clips etc.

making good wall ceiling and floor.

a 20 (A) 75mm dia

b 20 (C)110 mm dia

74 20 Providing and fixing water closet squatting pan (Indian

type WC Pan) size 580mm (Earthwork, bed concrete,

foot reste and trap to be measured and paid for

separately) (A) Vitreous China. (I) Long pattern=

White colour 926.1 No

75 10 Providing and fixing wsh down water closet (European

type, W.C. Pan) with integral P or S trap including

jointing the trap with soil pipe in Cement Mortar 1:1

(1-Cement : 1-fine sand) (Seal and cover to be

measured and paid for separately) (A) vitreous China

Pattern :(i) in white colour 1290.8 No

76 20 Providing and fixing C.P. brass waste for washbasin or

sink. (A) 32mmdia. 67.24 No

77 20 Providing & Fixing 0.45 to 0.60 long Lead Connection

for Urinal/Wash basin etc. comp. as per Inst. of engg.

78 4 Providing and fixing 12.5 Litres low level flushing

cistern with a pair, of C.I. or Mild brackets, complete

with fittings such as lead valve less syphon, 15mm

nom.nal size brass ball valve with polythene float, C.P

brass handle unions and couplings for connections,

with inlet, outlet and overflow pipes, 40mm dia.

porcelain enamelled flush bend including cutting holes

in walls and making good the same connecting the

flush bendwith cistern and closet (overflow pipe to be

measured and paid for separately)(A) Vitreous China

(I) In white colour 2321.21 No

79 10 Providing and fixing plastic seat and cover for wash

down water closer with C.P. brass hinges and rubber

buffers. (B) Black plastic seal and cover.

80 12 Providing and fixing Urinal of approved quality

including connection with trap and with integral

longitudinal flush pipe.(A) Squating plate pattern white

earthenware 550mm x 300mm. 1535.63 No

81 Providing and fixing chromium plated brass half run

flush cock of approved quality including fixing in pipe

line etc. complete.

2 (1) 20 mm dia.

82 20 Providing & Fixing PVC Body Chromium Finish Hand

Faucet with Flexible Pipe of Approved Brand &

Manufacturers with holder etc. complete as per

direction of E.I.C. 375 No

83 10 Providing and fixing wash basin with single hole for

pillar tap with C.I. or M.S. brackets painted with

including cutting holes and making good the same but

excluding the fittings. (A) vitreousChina (II) Flat back

wash basin 550mm x 400mm size (I) in white colour.

84 2 Providing and fixing Kitchen sink with C.I. or M.S.

brackets, painted white including cutting holes in walls

and making good the same but excluding fittings. (C)

Vitreous China Sink.(i) 600mm x 450mm x 150mm

size 2257.69 No

85 15 Providing and fixing C.P. brass shower rose with

15mm or 20mm inlet.(A) 100mm dia. Each 279.37 No

86 10 Provdg. & fixing 600mm x 450 mm Bevelled edge

mirror of superior glass mounted of .6 mm th. A.C.

sheet or plywood sheet and fixed to wooden pluge with

C.P. brass screws and washers. 825.48 No

87 5 Provdg. & fixing C.P.Brass towal rail complete with

C.P. brass brackets fixed to wooden plugs with CP

Brass screws.(600 mmx 20 mm size) 597.22 No

88 Provdg. & fixing CP Brass screw down bib taps of

25 (I) 15mm dia

89 10 Provdg. & fixing C.P.brass pillar tap capstan head,

screw down high pressure with screws shanks and back

nuts. (A) 15 mm dia 305.67 No

89- 6 Providing and fixing 15mm Doctor Bib cock of

A Approved brand including fixing in exi. line & rate

includes removing old cock etc. as per inst of eng in

charge. 5400 No

90 Supplying necesary PVC/UPVC/Other hardware,G.I.

Fittngs etc.comp.

a 10 Conseal cock

b 40 Conseal cock (PVC)

c 60 6"x6" SS jali 75 No

d 100 15mm bib tap (PVC) 60 No

e 100 waste pipe 55 No

f 20 25mm Flush cock 750 No

g 30 15mm shower 350 No

h 100 UPVC Tee,Bend,Couplin 55 No

i 60 Lead Connection 260 No

j 70 15mm Handle Valve (UPVC) 275 No

k 30 25mm Handle Valve (UPVC) 345 No

l 30 Nahni Trap (PVC) 255 No

m 60 15mm dia UPVC Pipe 52 Rmt

n 40 25mm dia UPVC Pipe 75 Rmt

o 20 Water closet squatting pan (Indian type WC Pan) 700 No

p 10 Wash down water closet (European type WC Pan) 890 No

q 20 Wash basin

r 40 Plastic seat and cover for WC

s 20 Urinal Tub

t 440 Hand Faucet with Flexible Pipe (PVC)

u 10 Mirror (PVC)

v 10 Towel Rail 425 No

x 10 PVC Flush tank

91 Providing and supplying of labour for necessary

excavation, cleaning, Shifting of Material Or any other,

or for any other work as directed by Engineer In

a 8 Mistry 692 No

b 150 Plumber (Fitter) 697 No

c 30 Welder 689 No

d 550 Mazdoor at Day Male 493 No

e 50 Supervisor 711 No

92 18 Supplting of welding machine / gas cutter including

cost of welding rods/gas, Transportation, including

carting from site to work place. 1500 No

93 18 Hiring of Three wheeler carrier (Chakado/Rixa)

considering 10 Hrs. as working day hours incl.Driver 1153.24 Day

94 300 Providing and laying Cement concrete flooring for

I.P.S. 1:2:4 (for Indian Patent Stones) (1 cement:

coarse sand: 4 graded stone aggregate 20 mm. nominal

size) lain in layer finished with a floating coat of net

cement.(40 mm th) 297.68 Smt

95 3500 Providing and fixing M.S. grills of 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. (upto 10 ton) 100.17 kg

96 50 Providing and fixing M.S. grills of 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)

Ornamental Grill. (upto 10 ton) 143.64 kg

97 2 Providing and fixing in position collapsible shutters

with vertical channels 20 x 10 x 2 mm braced with flat

iron diagonal 20 x 6 mm size with top and bottom rails

T iron 40 x 40 x 6 mm with 38 mm dia steel pulleys

complete with bolts, units, locking arrangements,

stoppers, handles, including a priming coat of red lead

paint 5391.23 Smt

98 6 Providing & Fixing in position Alluminium doors with

frame using approved quality anodised extruded

alluminium section as approved by Engg.in

charge(Jindal alluminium)(a) Frame sections

101.6x44.45 mm (b) Shutter bottom vertical & top

section 83.5x44.45 (wt.1.31 kg/mt.)(at 1.31 kg/mt) (c)

Shutter bottom section at 114.3x44.45 mm at (1.37

kg/mt) Shutter middle section at 100x44.3 wt.(1.37

kg/mt) incl.providing & installing 5 mm thick approved

color Acrylic sheet of standard quality fixed with

glazing chips on upper pannel & Laminated sheet on

lower pannel (wtt.0.13 kg/Rmt) etc.comp.as direction

of engg.in charge. 2900 Smt

99 8 Providing & Fixing in position External quality high

grade anodized (preferably M-6), Aluminum Door

,Ventilations, window Fix /sliding type - 2/3/4 Track

with frame & shutter using approved quality Metalic

color anodised aluminum section of standard weight of

"Jindal" or equivalent make, including P/F installing

mm thick approved Clear or Frosted Glass of

Modiguard or equivalent make with Necessary Fixtures

& Fittings of standard quality as approved by engg.in

charge etc. complete as directed and approved. Rate

includes all necessary hardware, fixtures, locks,

handles, door-stop, door-magnets, etc. as required upto

the fullest satisfaction of consultants. The ventilations

shall be of movable type. 2850 Smt

100 4 Providing and fixing window having extruded

aluminum Colour anodized section frame main outer

size 127mm x 38.10mm x 1.35mm @wt. 1.384kg/m, 2119.14 Smt

horizontal Four track member size 122.20mm x

31.75mm x 1.10mm@ wt 1.205 kg/m, vertical member

of size 122.20mm x 31.75mm x 1.50mm @1.398 kg/mt

with sliding shutters of horizontal member size 40mm

x 18mm x 1.29mm@ 0.456kg/mt ,vertical member of

size 40mm x 18mm x 1.29mm @ 0.456 kg/mt with

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 for window.

101 Providing and fixing 35mm thick shutters for Doors,

windows and clear story windows including anodised

alluminium butt hinges with necessary screws.

1 (II)Fully panelled 5478.89 Smt

102 20 Provoding and fixing 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. (B) Non-decorative type and block

board core anodised alluminium butt hinges in flush

door shutters (2) 35 mm thick. 2404.5 Smt

103 9 Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required cable

and switch board of approved brand and make

etc.comp.as directed. 6800 Set

104 50 Providing cement vata (10cm. x 10 cm. size) quarter

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete. 23.45 Rmt

105 10 Carring out plinth treatment to post construction

/existing structure by spraying chemical solution for

termite control treatment including labour and material

consistment with I.S.Ispecification. Using Chlordene

and Chiorpur files 20EC. AsPer 6131_paret

Consentration Weight one percentisre commendedi.

eonelitre 20ECchemical emulsion with 19 liter give1%

concrent ration inclusive of one litre chemical emulsion

appication at the rate of 5Litre chemical /Sqm of

surface is recommended as per I.S. 104.9 Smt

106 330.0 Conveyance charge of earth,lime,murrum, building

rubbish,manual garbage,sludge ,excavated rock,fly ash,

aggregate of any kind etc. comp. up to 5Km. lead 235.51 Cmt

107 1500 Consruction of under ground tank with 23 cm th.

Masnory wall in c.m. 1:6 incl. Excavation, necessary

23 cm B.B.C.C.1:5:10 for foundation and providing

R.C.C. 1:2:4 for top & bottom slab of 12 mm. th. And

7.5 mm. th R.C.C.paradi on face of internal side of

periphary of the tank incl. formwork T.M.T. steel

reinforcement as per given design, vibrating,curing, &

mixing of approved water proofing material with every

50 Kg.bag of cement ,inside plaster in C.M. 1:3 and

vatta in C.M.1:1 inside tank .P & F F.R.C. frame cover

of size 600 x 450 mm , fiber steps etc. comp as dire. 6 Litre

108 700 Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size

shape (Usually Uni-Paver Blocks) using black trap

good quality aggragate of 20 mm nominal size for

footpath, parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be

mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of

flooring work only. It should be laid in such a way that

the no cutting of the paver block to be necessary. if

cutting of paver block necessary then it should be cut 501.6 Smt

by machine only and carting. The finished surface of

the paver block shall have resonably good, plain

finished. Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5 cms

109 25 Providing Kerbing of size 300x300x75 mm of M-25

with good finishing rate incl.pointing in C.M. (1:1) &

fixing in good line , level & plumb etc. comp. 219 Rmt

110 75 Supplying and fixing of 300 mm-L x 150 mm-B x

mm-H Kerb block for Footpath in M-20 grade using

20mm nominal 350.89 Rmt

111 20 Providing & Fixing Door closer - complete of

Approved make to wooden / Aluminium Doors as per

direction of engg. In charge. 850 No

112 2 Providing & fixing Approved Make Glass Mosaic on

Plastered surface. Glass mosaic shall be of 25 mm x

mm size & 4 mm thickness pasted on a net / paper

sheet.Glass mosaic pieces are mounted uniformly on

the net / paper sheet. colour shade combinations &

Pattern as approved by consultants. Rate includes all

material, Labour , Scaffolding etc. complete. 2569 Smt

113 40 Providing & Fixing 2 mm thick F.R.P.sheet of

Approved Quality & Color / Pattern as per Consultant's

design also includes required fabrication structure in

the grid of 2'-0x2'-0 size using hollow pipe of 16 gauge

& size 2"x1" & 1"x1" , G.I. & Bitumen Washers,

Silicon paste application for fixing the sheet . Rate also

includesnecessary bending, cutting , labor charges

Zinc Primer coat & Two coats of oil painting of color

as approved by consultants & making good the wall. 1930 Smt

114 2 Providing 2 mm thick F.R.P. Gutter with necessary

M.S. Supporting Brackets) (Appr. Rate) 400 Rmt

115 10 Providing and fixing 30mm thick solid both side

prelam PVC door shutter (sintex door-equivalent) with

necessary alluminium fitting with EL-7 section frame

(Appr. rate) 1617 Smt

Providing and supplying ISI marked only standard

length Stonewate pipes in standard lengths of following

class and diameter including all taxes,insurance,

transportiton, fright charges, octroi,inspection charges,

loading,unloading, conveyance to departmental stores,

116 stacking etc. complete

Lowering, laying and jointing stone ware pipes of

following diameters with cement joints in C.M.1:1

proportion in proper position , grade and alignment at

all level as directed by Engineer-in- charge including

conveyance from stone to site of work, Jointing

117 material etc.comp

10 100 mm 58 Rmt

10 150 mm 88 Rmt

Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 mm thick cement

plaster inside in CM 1:3, finishing with cement slurry,

Brick masonary in CM 1:5 & excluding the cost of

118 chamber seat cover etc..completed.

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

2 0.90meter for pipe dia <=150 mm. 2261.6 No

119 Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling, Brick

Bats Cement Concrete (1:5:10) of thickness 15 C.M.,

CC Channel (1:2:4) of thickness 10 C.M., finished

mm thick cement plaster inside & outside (Only for

shaft) In Cm 1:3, Finishing With Cement Slurry, P/F

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At

35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In

Cc1:1.5:3 of thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c bothway

mm dia.)But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X 1.00 Meter

(Inside Clear, M.H. length should be parallel to the

1.00 to 2.00 meter depth, (Slab at Ground level) (for

2 pipe dia <=230 mm) 5651.78 No

Repairing damaged M.H. and rasing M.H. up to road

level incl. removing damaged brick work and repairing

by brick masonry in C.M. 1:5 and plaster in C.M. 1:3

and fixing C.I. steps and existing MH sheet cover,

removing the debris from MH and carting the same

120 as directed.

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

Chairs:-Supply and Fixing of Fillowing Item of

Auditorium seating Fabricate Auditorium seating with

Synchronized Tip Up Chair Urethane foam for seat and

back made my DOW chemical with High Pressure

moulding technology to achieve long life performance,

upholstered with stitched 3 Layer 100% Yarn Dyed

fabric Upholsteries. Chair profile with the seat in

121 Normal position and without a tablet arm should not be

more than 75 cm. Tip Up Chair should which is Dia

mm Barrel MS Rivets.The CRCA compliance to IS

513.The Seat Size should be 42 cm x 48 cm the Back

height should be 70 cm with ergonomically designed

seat and back cushions. Chair should be of existing

available Size.(Including Welding,Fitting and

Transportation)

a 225.00 Good Quality Washable Dubback chairs cloths of any 350.00 Smt

b 100.00 Mould of Seat & back (50 mm Seat & 75 mm Back) 1600.00 Set

c 100.00 Fibre Seat & back (21 X 21 inch Seat & 28 X 21 inch 1600.00 Set

d 680.00 Top of handle With Cup Holder fibre handle 360.00 No.

e 300.00 labour Work Fitting Spring and Repairing Seat 450.00 Set

Micanisium Road for Tie Up Chair

f 200.00 labour Work Repairing Side fitting Clamp including if 400.00 Set

Require Necessary Welding For Chair Support

122 50.00 Supply and Fixing of Auditorium seating Fabricate

Auditorium seating with Synchronized Push back Chair

with Ergonomically designed Poly Urethane foam for

seat and back made my DOW chemical with High

Pressure moulding technology to achieve long life

performance, upholstered with stitched 3 Layer 100%

Yarn Dyed fabric Upholsteries. Chair profile with the

seat in Normal position and without a tablet arm should

not be more than 75 cm.Chair pushback mechanism

should consist of 2 nos. x DIA 50 mm ZYTEL Based

Rollers which is supported by AXIAL shaft of DIA

mm is Driven by radial movement of 4 set of Swing

Arms of size 25mm x 6 mm or Simillar thickness with

Orbital Riveted Solid Dia 8 mm Barrel MS Rivets. The

pushback movement is achieved by synchronised 9990.00 No.

movement of 04 links mounted on Two Number of

triangular Symmetrical housing of size 27 cm x 23 cm

duly Simillar embossed for extra strength by 1.2 cm

made up by 0.12 cm CRCA compliance to IS 513. The

entire mechanism should be made in India and should

have total weight 8.5 kg duly Powder Coated – NO

SPREAY PAINT Part should be used for the chair of

The Seat Size should be 42 cm x 48 cm Simillar the

Back height should be 70 cm Simillar with

ergonomically designed seat and back cushions,Chair

should be available in 20”, 21”, 22” and 23” to use

multiple seat size in one layout for matching variable

arch length Or Simillar Relaxable Size & Design

Valid/Applicable/Provide instead of All Detail

Dimention and All Over Size of Chair & (Including

Fitting and Transportation)

123 350 Applying one coats of Enamel Paint of approved brand

and manufacture on Road MH/CP. Rate including

thoroughly brushing the surface free from dust. Rate

Includes Rent for Chota hathi/Tempo for Material

Carting/shifting, Traffic Diversion & Necesary

Prection works on road etc. Comp. as per Instruction of

Engg. In Charge. 80 No

124 Applying priming coat Over Kerb Surface after and

650 including Preparing the Surface With Ready Mixed 19.46 Smt

Priming Paint Brushing red Lead.

125 Painting Two Coats on divider and footpath curb

surface / New Concrete Surface (Painting two coats

650 after filling the surface with synthetic enamel paint in 71.86 Smt

all shades on new plastered concrete surfaces)

126 Providing & laying average (25 to 30 mm thick )

machined/hand cut green Rough kota (river wash) of

approved quality, selected and sorted for uniform color

& texture, in floor, otta, landing, tread, riser, ramp, sill,

skirting, channel etc., in following sizes as per design

(normal pattern straight or staggered joint with square

or rectangular shaped stone) and drawings (with

grooves of 10mm wide or without grooves). Kota stone

is to be laid over cement mortar 1:4 bedding of average

20 to 30 mm thickness as per drawing with joints,

pointing and finishing and filling the grooves with CM

1:2 including curing and cleaning with wire brush to

remove excess cement on the sides of stone up to the

satisfaction of the Architect & Engineer-in-charge. The

rate shall also include necessary chamfer/ rounding the

edge as per requirement

(a) a) Upto 600 mm X 600 mm ( River Wash) from

460.00 600mm on words. 1422.00 Smt

127 250 P/A Tremix with dewartering machine and floater

machine on constructed CC work for finishing the

surface as per requirement. The rate including all

machinaries, labor, loading, unloading, transportaion

etc complete as per direction given by engineer in

128 250 Providing,Cutting,bending and fixing in any size and

shape 2 mm thick FRP sheet shade including HILTI

SDST screw,washer,hardware fitting,silicon sealent

water proofing material etc.comp.as directed 1325 Smt

129 50 Providing & fixing steelDoor with shutter for Steel

Sheet 18 gauge, And Angel And 40X40X 3mm And

Steel Doors Frame Of Size 40X40X 5 Mm Incl.

Anodised Iron butt Hinges And Nece.Fitting And

Fastening With Necessary Screws.Rate Also Incl. Two

Coats Of Oil Paint Etc Comp. 2700 Smt

130 40 Providing corrugated G.I. sheet of class-3 roofing fixed

with glavanished iron J or L Hooks, Bolts and nuts

8mm diameter with bitumen and G.I. limpet washer or

G.I. limpet washer. filled with white lead complete

excluding the cost of purlins, Rafters and Trusses.(1)

0.80 mm thick sheet. 719.93 Smt

131 30 P/M/F chainlink jali 8’ x4’ size asper details sketch &

instruction ofengineer in charge same asLaldarwaja

garden pattern consistingof 3’ dia. M.S. black pipe ‘A’

class 5’4" ht. fixed at 8’9” c/c in CC 1:2:4 block of

9”x9”x9” size chainling jali of size 2” x 2” x

gaugefixed in 35x35x 5 mm MS angleframe 8’x4’ size

with MS flat of size 25x3 mm welded with jali

etc.comp. The jali is to be welded to MS pipe with MS

flat asinstruction given.The MS pipe andthe MS angle

frame are to be painted one coat of primer and twocoats

of paint as directed inline and level. 1230 Rmt

132 400 Renovation and Repairing work in Chainlink fencing

any size and also refixing work incl. febrication work

with all materails to be painted one coat of primer and

twocoats of paint as directed inline and level. 735 Rmt

133 10 Providing and fixing 1.20 Metre high fencing with2.0M

etrelong M.S.Angle posts 40mmx40mmx6mm and

oilpainting 3coats fixedat2.5Mt,C/c.with five

Horizontanlines and two diagonals of galvanised steel

barbed wirew eighting 9.38Kg.per 100Metre, strained

and fixed to posts with G.I,staples including fixing the

postsin round with 0.5x0.5.x 0.5.block in CC 1:5:10

etc. complete. 385.4 Rmt

134 100 Providing and fixing Roller Blind curtain fixed on

window level on wooden batten and curtain lift with

cotton thin rope,make of arolax or equivelent design

and colour as per instruction by engineer in Charge

with necessary hardware fitting, material and labour etc

complete. 2450 smt

135 Box type metal letters forming composite box made

from 1mm thick stainless steel plate of grade

having brush finish of following font size to be fixed at

Main Gate in english and or Gujrati and including

fixing charges approved before fixing by clent /

(a) 2 400mm high 1000 No

(b) 2 300 mm high 750 No

(c.) 2 230 mm high 565 No

136 4980 Applying two coats of Roof Coat water based Exterior

Paint of approved brand and manufacture on Exi. Road

Surface with proper line Rate including thoroughly

brushing the surface free from dust. Rate Includes Rent

for Chota hathi/Tempo for Material Carting/shifting,

Traffic Diversion & Necesary Prection works on road

etc. Comp. as per Instruction of Engg. In Charge. 230 Smt

137 15 Providing & Fixing Door hinge spring include with

necessary all fixtures as dircted by engg.in charge

etc.comp. 1175 Smt

138 20 Labour charges for removing of Alum. Door

/partition/Alum. Window/MS Grill etc. 110 Smt

139 4 P/F 10 mm thick Novapan sheet of approved quality

including fixing on partition with necessary all fixtures

as directed by engg.in charge etc.comp 1400 smt

140 2 Providing & Fixing Floor Spring including fixing

shutter etc. complete as per inst. of engineer in charge. 3300 No

141 1 Providing & Fixing in position Fully Panelled /

Partly Panelled Partly Glazed / Fully Glazed

Alluminium doors with frame using approved

quality anodised extruded alluminium 4583 Sq.M.

section as approved by Engg. In charge.(Jindal

alluminium )(a) Frame sections 101.6x44.45 mm

b) Shutter vertical & top section

© Shutter bottom section at 114.3 x44.45mm at (

1.37 kg/mt ) Shutter middle section at

100x44.3 wt. (1.37 kg/mt ) incl. providing &

installing 5 mm thick Glass of standaed

quality fixed / 12 mm thick Laminated sheet

with glazing chips (wt. 0.13 kg/ Rmt) in

panels etc. comp. as per Detail Given &

direction of engg.in charge.

142 1 Providing & Fixing in position Alluminium

window 2/3/4 track sliding/fix type with frame

using approved anodised extruded

alluminium section as approved by Engg.In

charge. (Jindal alluminium) units equivalent.

including P/F installing 5 mm thick clear/tinted

Glass of standard quality etc.comp. 4518 Smt

143 2000 Providing and fixing Aluminum Composite Panel

signages of various size and in any language. The

mm thick Aluminum composite panel shall be cladded

with retro reflective high intensity grade radium sheets.

The signages shall be of any language 7 Sq.Inch

144 4 Providing & Fixing Alluminium Composite Panel of

approved make of 4 mm thick Exterior Grade PVDF

with coil thickness 0.25 mm & Frame work made out

from Alluminium anodised section of size 50x25 mm

having weight of 2.6 kg. for 15'-0 supported on

Masonary/ R.C.C. with the help of MS bracket fixed

with Brick Fastener / Anchor Fastener & Groove Filled

with 789 weather fillent of Dowl corning corporation

make. (Apr. Rate) 3500 Smt

145 10 Providing & Fixing Stainless steel 304 grade 50mm

outer dia meter 14 guage Railing with 2 nos horizontal

& 1.20 mt. clear vertical pipe 1 mt. c/c with buffing SS

pipe. including cutting, bending fixing in position and

Fixing SS Article cap in bottom of pipe. Rate also

includes Fixing pipe in bottom with flling material of

bombay masala etc. Complete as per the instruction of

engg. in charge 5200 Rmt

146 10 Providing and fixing eco friendly light weight calcium

silicate false ceiling tiles having Tegular edge & 15mm

Thick Densified edges on the Tile Periphery for Extra

Strength The Light weight calcium silicate ceiling tiles

shall have, light reflection 85% non-combustible as per

B.S. 476 part IV, 100% humidi ty resistance and also

having thermal conductivity 0.043° w/mKC. for the

best thermalInsulation. The Light weight calcium

Silicate tile shall be of approved texture Finefissured

/Spintone/ Cosmoshaving NRC value of 0.5 & Globe

having NRC value of 0.75 NR Core quivalent of size

595 X 595 mm to be laid on true horizontal level

suspended interlocking metal grid of hot dipped

galvanized steel sections (galvanizing @ 120 grams per

sq m including both side) consisting of main‘ T’ runner

suitably space dat joint stoget required length and size

of 24X38 mmm ade from 0.30 mm thick (minimum)

sheet, 1200 mm centret ocentre ,andcross ‘T’ of size

24X28 mm made out of 0.33mm (Minimum) sheets

paced 1200 mm along spaced between main ‘T’ at

mm centre to centre to form agrid 1632.63 Smt

147 5 Uncoursed Rubble masonary with hard stone of

approved Quality in foundations and plinth in cement

mortar 1:5 (1 cement: 5 coarse sand including levelling

up etc.complete 2517.13 Cmt

148 5 Extra over item above for super structure above plinth

level up to floor two level 363 Cmt

149 100 Suplying of 65x65x2.5 mm thk Galvanise Chainlink

Jali For existing frame & fixing jali on Comp. wall Etc.

Complete as per the instruction of engg. in charge 490 Smt

150 20 Suplying of 20x20x2mm thickness MS jali For existing

frame & fixing jali on Comp. wall Etc. Complete as per

the instruction of engg. in charge

151 Labour work for fixing any kind of paving with cement

pointing in CM 1:2, including watering, ramming etc

a) 200 I) Laying on Sand bedding as per requirement to fix the

C.C.Block / Nibhada Stone in Line & Level 69.64 Smt

152 4 Filling 3mm Exi. Swimming pool tiles groove with

white cement, Dr. Fixit super latex 302 SBR solution,

& water and cleaning surface after application of

mortar. Rate also includes making the surface smooth

and clean after complete the work. all works done as

per Instruction of engg. In charge. 69 Smt

153 1 Fixing Johnson Endura swimming pool tiles of size

12.2 x 24.70 cm and fixing tiles in Ardex durafix gold

star high bond water resistance chemical mortar with

3mm groove. and labour work for Fixing tiles with

3mm specers and filling joints with white cement and

Dr. Fixit super latex 302 SBR rate includes desmatling

old pool tiles & plaster. Rate also includes removing/

fixing damage scattered tiles in pool area. all works

done as per Instruction of engg. in Charge. 2640 Smt

153- 250 Supplying Ordinary Portland Cement (OPC) (Grade-

A 53) Bags (50 Kg.) in road Store as per Inst of Ebgg

incharge 380 No

153- 40 Supplying Fine Aggregate Sand in road Store as per

B Inst of Ebgg incharge

154 3 Supplying and installation of 10mm thick recycled

rubber flooring havinganti-skid and sound absorbing

properties, square shaped, with different color optns for

create flooring pattern, should be installed with proper

adhesive as per manufactures's guidelines, joints of

surface to be done properly to prevent dirt &

watepenetration inside the surface. etc complete as per

instruction of engineer in charge 1234 Smt

155 3 Providing and applying vinyl paint at approved quality,

including fixing laminate on surface, as per

manufacture's specification, finish etc complete as per

instruction of engineer in charge

Seal and Signature of the Bidder Add.City Engineer

Date: (West Zone)

Tender Fee Rs.2,400.00

Earnest Money Rs.98,245/-

Contractor’s Name & Address :

MEMORANDUM OF WORK IN BRIEF

"Maintenance,Renovation & Civil Work at Different

Municipal Building,Garden ,Municipal School and other

1. Name of Work Require Differant Places in Paldi Ward at West

Zone.(A.R.C. TENDER)"

Rs.98,24,529.15 (exclusive of GST). GST will be paid extra by

2. Tender Estimated Cost

AMC/Authority at prevailing rate to the contractor.

1% of the Tender Cost in the form (Rs.98245 /-)

3. Earnest Money

(D.D./Pay Order / Local Micr Check/B.G.)

4 Tender Fee Rs Demand Draft of Rs..2,400.00

6. Time-Limit 12 months

7. Validity Period 120 Days

8 Eligibility Criteria Register “D” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

(i) Last Date of Submission of the

a) In Sealed cover in duplicate copies by Registered Post

(ii) Mode of Sending

A.D, or by Courier.or hand delivery

b) Tender sent by ordinary post will be rejected out right.

(iii) Description essential to be a) Name of work, Tender Notice No. & Tender No.

made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in The Price bid shall be submitted online only.

Schedule of Quantities and Rates It shall not be submitted Physically.

Date and Place of Tender Document

11 Date of Opening Submission of EMD. Tender fee and other Documents during

office hours: On Dt.07-03-2026 &12:00pm West Zone, 2nd

Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan,

Usmanpura.Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

12 Penalty Due to Delay of Lakhs), (3) Rs.5000 per day (for all tenders amounting

work above 30 Lakhs) but not more then 10% of bill

13 Terms, Condition, & All general condition of contract of Form B1 condition of

Specification contract shall be applicable..

The staff of the contractor shall wear safety jackets, hoes, helmets etc.

while on duty and any violation will attract fine of Rs.5,000/- for each

incident.Failure to erect safety signage or trying to carry out he works

14 Safety without proper precautions/safety measures as equired will attract a fine

of Rs. 5,000/- for each incident.

15 Defect &Liability Period The contractor shall be responsible to make good and remedy at his own

expense any defect which may develop or may be noticed before the

period mentioned hereunder from the certified date of completion, The

within 15 days of receipt of the notice. In the case of failure on the part

of the contractor, the Engineer-in-charge may rectify or remove or re-

execute the work at the risk & cost of the contractor. The Engineer-in-

charge shall be entitled to appropriate the whole or any part of the

amount of security deposit towards the expenses, if any, Incurred by him

in rectification, removal or re-execution. The Defects Liability period

shall be as under(a) for all works costing upto Rs. 50,000 ( amount put to

tender), the period shall be 3 months from the certified date of

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the certified date

of completion or one monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period shall be

12 months from the certified date of completion which should include

(d) For building works, the period specified in (a), (b) or (c) above OR

elapse of monsoon period following the certified date of completion,

whichever is later. For the purpose of deciding the monsoon period, the

30th September may be treated as the last date.

16 Time permitted to start parts of work Whenever a work is allotted by Engineering staff, whether minor or

major of part thereof of any amount, the contractor shall be bound to

start the works within 48 hours of intimation of work. Communication

done telephonically via SMS, Via Whatsapp and through letter / E-mail

shall be considered legal and binding for the same. Failure of comply to

start the works in 48 hours of intimation as above by contractor the

contractor shall be levied penalty of (1) Rs.1000/- per day (for tenders

amounting upto 10 Lakhs), (2) Rs.2500 per day (for tenders amounting

above 10 Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all

tenders amounting above 30 Lakhs). Three times failures by contractor

shall make contractor responsible to be black listed unless and

otherwise justified properly in writing / binding within 15 days of last

notice of penalty.

17 Compensation for Delay 10% of Remaining work (As per Circular)

18 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To the

Final Submission Time And Date. The Same Shall From a part Of

Tender And The Same As to be Attached Along With The Tender

19 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

20 GST GST will be paid extra by AMC/Authority at prevailing rate to the

Contractor's Sign Add.C.E.(west zone)

AMC Finance dept. circular No – 41, Dt.08/02/2022

(A) Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

(1) All Nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to March-

2022. The validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee

irrespective of the date of termination of Bank Guarantee. Guarantees issued or Authorized by

Ahmedabad Branch Only.

(1) Commercial Banks:

(3) ICICI Bank.

(5) Kotak Mahindra Bank

(6) IndudInd bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Addl City Engineer

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender

fee & EMD (Draft /DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate

envelope (marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/ Speed

Post/ Hand Delivery in duplicate. The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility

for the misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid of physically submitted document of all the bids received

for the package (except those received late) containing the sealed Tender volume and other

enclosures then announce the names of bidders in the presence of bidders or their representatives

who choose to attend on the date and time mentioned in the NIT In the event of specified date of bid

opening being declared as a holiday for the Employer, the Tender will be opened at the appointed

time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer

at the opening will announce bidder’s names, , the presence/or absence of EMD, the amount and

validity of EMD furnished with each bid, is valid registration and such other details, as the

Employer may consider appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the

Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the Employer

as non-responsive and the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with

valid EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the

bid shall be rejected as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly signed,

meets the eligibility and qualification criteria, has the required available bid capacity, is

accompanied by the requisite certificates, undertaking and other relevant information specified in

the bid documents and is substantially responsive to the requirement of the bidding documents and

provides any clarification for ascertaining the correctness of the information/details.

2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not

subsequently be made responsive by correction or modification or withdrawal of the nonconforming

deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to be

substantially responsive in accordance with Clause 2 and qualified for award of Contract in

accordance with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and

time. In the event of specified date of bid opening being declared bidders who qualify the criteria

then bidder bid will be considered for opening of price bid.

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be

substantially responsive to the bidding documents and who has offered the lowest Evaluated Bid

Price, provided that such bidder has been determined to be (i) eligible in accordance with the

provisions of Clause 3(General Terms and Condition); and (ii) qualified in accordance with the

provisions of Clause 5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will

notify the successful bidder by cable/fax and confirmed by registered letter that his bid has been

accepted. This letter shall name the sum which the Employer will pay the Contractor in

consideration of the execution, completion and maintenance of the Works by the Contractor as

prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving

letter of Indent. Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his

discretion, ask any bidder for authentication the correctness of the information/details furnished by

him in his bid. Such request by the Employer and the response by bidder shall be in writing or by

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid from

the time of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid

comparison or contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other persons

not officially concerned with such process until the award to the successful bidder has been

announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for

itself on its own responsibility all information that may be necessary for preparing the bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

bidder’s own expense.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter

its premises and lands for the purpose of such inspection, but only upon the express condition that

the bidder, its personnel and agents, will release and indemnify the Employer and its personnel and

agents from and against all liability in respect thereof and will be responsible for death or personal

injury, loss of or damage to property and any other loss, damage, costs and expenses incurred as a

result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document

for the construction of works (as defined in these documents, hereinafter referred to as "the Works")

detailed in the table given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the

following requirements:

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E1" class and or

equivalent. If contractor is not registered with AMC in the relevant class, on award of contract

he shall be required to register himself with AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the

Employer shall reasonably request.Subject to Submition of Succsesful Submition as per Clause –II of

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be

required to provide evidence of the origin of materials, equipment, and services to the satisfaction of the

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown,

produced or manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the bidder; and

AHMEDABAD MUNICIPAL CORPORATION

T he w or k s h a l l b e c omp l et e d wi t h 1 2 M o n th s aft er t he or der t o sta r t t he w or ks .

T he d et a i ls of r ei nf or c em e nt o f R. C. C . w or k s ha ll be a s p er de si gn a n d i ns tr uc t i ons of Ci t y

E ngi n e er /A d d l . C it y E n g in e er a n d hi s or d er wi l l be c on si d er e d f i nal .

T he c on t rac t or s ha l l ha ve t o m ai n ta i n a cc ou n t of s te el, ce m e nt a nd ot he r m at e r ia l s t hat ma y be

br ou gh t b y h i m on s i te. T h i s acc o u n t s ha l l be r e gu l arl y m a i n ta i ne d a nd ke pt ope n f or i ns pe c ti on b y

M u n ic i pa l St a ff. Wa t eri n g of all t h e i t e m s s ha l l b e a s per i n s tr uc ti ons . M i xi n g of c oncr et e s ha l l be

don e b y c on cr et e m i xer mac h i ne. Arra n g e me nt s of b i n di n g vi br a t or f or R. C. C. w or ks i f re q ui r e d

T he c on t r ac t o r s hal l be r e m ai n re s p on s i bl e f or W or km e n ’ s c omp e nsa t i on i f a n y w he n s uc h cas e

oc c ur s. T h e c on tr act or s ha ll a r ra n ge f or me d a mpe rs a n d i n n i gh t a nd he s ha ll be r e s p ons i bl e f or an y

da m a ge of l if e a n d li m b or pr op e rt y i f a n y h a p p en, d ur i n g t he e xec ut i on of w or k. I n ca se of di s put e

f or u n s e e n or ove rl o o k e d i te m s t he dec i si on of th e c i t y E n gi n ee r / A dd l. Ci t y E ngi neer s ha ll be f ina l.

T he c on tr act or s h al l h a v e t o gi ve s i te c le a n o f a ll r u b bi sh on c om pl e ti on of w or k a nd ha ve over th e

bui l di n g w it h fi n a l f i ni s hi n g of t h e w or k a s di r ect e d . Al l t h e r e j e cte d ma t eri al s s ha l l be r e m ove d

f rom s it e w i t h i n 2 4 h ou r s b y c o n t ra ct or at t hi s r i s k a n d c os t .

For m i xi n g mor tar e i t he r f or m a s on r y or f o r p la s t er or f o r a n y ot her pur p ose c ont rac t or s ha l l ha v e t o

pr e p ar e t h r o u gh of b i g g e r si z e a n d m i x t he mor t ar i n t he r e q u ir e d pr op or ti on. In on ca s e he s ha l l be

all ow e d t o m i x t h e m or t ar ei t her on fl o o r or a n y f i ni s he d s urf ace s .

pa y t he wa t e r c har ge s as p e r w a ter me t er.

If a n y e x t ra i t e m cr op s u p d ur i n g t he pr o gr e s s of w or k t h e sa m e s ha ll be c ar r i e d out b y t he

c on tr a c t or a n d h e s ha l l b e pa i d at t he ra t e f i xe d b y C .E . /A dd l. C i t y E ngi nee r a s pe r t he ra t e

an al ys i s b as e d on c u rre n t mar ke t r a t e s .

If i n t h e i n ter e s t of t he C or p or at i on it i s n e ce s sa r y t o c ha n ge e i t her a n y si te or t he de si gn of t h e

pr op os e w or k t he c on tr a ct or s ha l l car r y ou t t h e sa m e a t h is q u ot e d r a t e s wi t hout c har ge s a n y e xt r a

an d t h e c on t r a c t or w il l ha ve t o c arr y ou t t he w o r ks a n d he w i l l b e pa i d at t he r at e q uot e d b y hi m a n d

T he c u b ic al c on t e nt s of th e c e me n t ba g s ha l l be t a ke n a s 1- 2 0 c f t. Pe r ba g a n d t h e c ontr a c t or s s ha l l

ha ve t o p r e par e t h e me a s ur e s b ox e s ac c or d i n g t o t h i s m ea s ur e.

T he R. C. C. or s pe c i fi e d w or k s hal l n ot be d o n e on S u n d a y a n d hol i d a y e x c e pt i ng e me r ge n c y or

w he n tec hn i c al r e q ui r e me n t s a re s uc h t h at c on t in u i t y of wor k s h oul d b e ma i nta i ne d a nd t ha t t o w i ll

be w i t h pri or per mi s si on of t he c om p e te n t a u t h or it y.

Re te n ti on m on e y a t t h e r ate of 2 % s hal l b e de d uc te d f r om e ve r y r u nni n g bi l l of t he c on t ra c t or an d

w hic h w i ll be pa i d a t t h e ti m e of fi na l bi ll .

C on t r ac t o r wi ll be f u ll y r e s p on s i bl e f or c om p l i a n ce of t h e var i ous p re vi si on un der c ont r act Ac t .

19 7 0 a n d t h e R ule s fr a m ed f or t o u n d er .

T he te n der f or t h e w or k s h al l re m a i n op e n f or a per i od ( 1 2 0) da ys f r om the d a te of ope ni ng of th e

te n der s f or t hi s w or k a n d t he te n de r er s hal l n ot be al l ow e d t o wi t hdr a w on m odi f y t he off e r on hi s

ow n d ur i n g t h e pe ri od . If a n y t e n de re r wi t h dra w or ma ke s a n y m od i f i c at i ons ( s) or a ddi ti on ( s) i n

th e ter m s a n d c on d i t i on s of h i s t e n de r n ot a c ce pt a bl e t o t he M u nici pa l C or por a t i on , t he M un ic ipa l

C or p or a t i on s h a l l wi t h o ut p re ju d i ce t o a n y r i gh t o r r e m e d y b e at l i ber t y t o f or f e i t i n f ull t h e s a i d

ear ne s t m on e y a b s ol u t el y.

As p e r Cir c u la r No. M C R 2 1 7 6 (9 6 ) 2 4 1 8 ( ii ) G HH da te d 3 1- 0 3- 7 7 i ss u ed b y G o ve rn m e nt of G uj ar a t

c on tr a c t ors ar e re q u e s t ed t o pr od u c e t he i r q u ar r y m at e r ia l s f or c on s tr uct i on w or k t hr ou gh l e ga l

s our c e s. i .e. on l y f or m th e q ua rr y l ea s e h ol d e r s, per mit h ol d er or m i d dl e ma n w h o s a ti s fi e s t he

c on tr a c t or as t o t he le ga l i t y of t h e s our c e of p ur ch as e b y h i m on t he se m at er ia ls .

If t he wor k i s n ot c ar ri ed ou t wi t hi n t h e s p ec i f i e d t i me l i mi t p e na lt y w il l be c har ge d a p pli c a bl e a s

per A M C R ul e s .

ii) Al l t e n de rs ar e t o be su b mi tt e d i n d u pl i c ate wi t h ou t w hi c h t he t e nd ers a re l i a bl e t o be

iii ) I n c a se of t e n der d ow n l oa d e d fr om we b si t e, te n de r f ee & E M D s h oul d be s ub mit te d i n f or m

i v) C on d i t i on of f or m B 1 St an da r d S pec if ic a ti o n of ma te ri a l & c o de of pr a c tic e w il l be

a pp l i c abl e. F or m B 1 & B 2 c a n b e i s a v a i l a ble i n we b s i t e. C ond it io n of F or m B- 1 F o r

Def ect l i abil it y C l a u s e is n o t a p p l i c a b l e F or t hi s W o r k.

t hi s W o r k & A s P e r i ns t r uc t i o n o f E n g g .i nc h a g e & a ls o Ge ne r a l T ec h ni c a l S p ec i f i c a t i ons f or

B ui l d i n g Works b ook a va i l a b l e from Gu j a r a t Book Stores (Pvt.) Ltd. Sector-

21,Gandhinagar,DE T A I L E D G E NE R A L T E C H N I C A L SP E C I F I C A T I O N S ca n be a vai l a bl e f r om

A h me da b a d M u n ic i pal C or p or a ti on w e bs it e “ ww w .e g o va m c. c om ” .

C o nt r ac t or’ s S i gn at ur e Ad d. Ci t y E ngi nee r

( W e st Zon e)

General information

All individual firms must complete the information in this form. Nationality information shall be

provided for all owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regarding litigation, debarment, arbitration, etc.

Authorised Signeture Bidder

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any of the

following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and included

b) Record of poor performance such as abandoning the work, rescinding of contract for which the

reasons are attributable to the non-performance of the contractor, consistent history of litigation

awarded against the applicant or financial failure due to bankruptcy.

c) Has been identified by the Employer as poor performer in implementation of ongoing AMC works.

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and

words) only in E-Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their

misleading or false representations in the forms statements etc. for the period to be decided by the

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a

joint venture. A bidder who submits or participates in more than one bid for a contract package will be

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to

comply with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause

bids which are not substantially responsive to the requirements of the bidding documents will be

8. Language of Bid

The bid, and all correspondence and documents related to the bid exchanged between the bidder and the

Employer shall be written in the English language. Supporting documents and printed literature

furnished by the bidder may be in another language provided they are accompanied by an accurate

translation of the relevant passages in the English language, in which case, for purposes of

interpretation of the bid, the English translation shall prevail.

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as

described in bidding documents, based on the percentage rate amount in the Bill of Quantities

submitted online by the bidder.

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures

and words) for overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid

submission specified in Clause. The Employer as non-responsive shall reject a bid valid for a

shorter period.

10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may

request the bidders to extend the period of validity for a specified additional period. The request

and the responses thereto shall be made in writing or by fax. A bidder may refuse the request

without forfeiting his bidder agreeing to the request will not be required or permitted to modify his

bid but will be required to extend the validity of his Bid Security for the period of the extension,

and in compliance with Clause 2 ( Financial Terms & Conditions) in all respects.

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in

Instructions to Bidders.

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons duly

authorized to sign on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with

instructions issued by the Employer, or as necessary to correct errors made by the bidder, in

which case the person or persons signing the bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time and date

specified in the NIT.

Any bid received by the Employer after the deadline for submission of bids will be returned unopened

14. Signing of Agreement

At the same time that the Employer notifies the successful bidder that his bid has been accepted, the

Employer will direct him to submit the Performance Security and attend the Employer's office on a date

determined by the Employer for signing the Form of Agreement.

15. The selection process will lay high emphasis on the ability and competency of contractors to do high

quality work within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate manner

and medium, so as to demonstrate the competency of the bidder and to allow proper evaluation, will rest

entirely on the Bidder.

17. All clause shall be operative from the date of issue of work order and up to the expiry of original

and extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder recommended for

award has engaged in corrupt or fraudulent practices in competing for the contract in question. The

Employer will declare the firm ineligible, either indefinitely or for a stated period of time, to be

awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines

that the firm has engaged in corrupt or fraudulent practices in competing for the contract, or during

 “corrupt practice” means behavior on the part of officials in the public or private sectors by

which they improperly and unlawfully enrich themselves and/or those close to them, or induce

others to do so, by misusing the position in which they are placed, and it includes the offering,

giving, receiving, or soliciting of anything of value to influence the action of any such official in

the procurement process or in contract execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement

process or the execution of a contract to the detriment of the Borrower, and includes collusive

practice among bidders (prior to or after bid submission) designed to establish bid prices at

artificial non-competitive levels and to deprive the Borrower of the benefits of free and open

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract

without assigning any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable for

disqualification / rejection at any stage.

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the

Tender volume is submitted without valid documents and without proof of eligibility criteria it will

 Those who do not meet with the eligibility criteria need not submit the Tender document.

 Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or

are conditional tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the

existing laws as well as framed from time to time). Any penalties laid due to violation of such laws

shall be directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the

road i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic

blinkers, traffic signs as per design, safety tapes etc. to be arranged at site. Necessary florescent

marking on traffic signs to be provided so that it should be visible at night. During night working

hours safety in charge personnel shall be provided with florescent jackets. This shall be Provided

at no extra cost by the bidder under attaché with specified in the tender documents under

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new

connection on behalf of AMC. It includes filling the necessary application to power Supply

Company, follow up and getting the supply, filling the necessary test reports to the power supply

company. All official fees including security deposits and other expenses shall be of initially paid by

the contractor. AMC may support to get the temporary connection and may at its diseretien get

the same converted to permanent connection at the same of AMC if desired do,and contractor

shall as no extra cost support the same. In this case AMC my be as the remaining cost subject

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract

upon any agreement for a commission, percentage, brokerage or contingent fee. Breach of this

warranty shall give the Municipal Commissioner the right to cancel the contract or to take any

other measure as the Municipal Commissioner may deem fit. The warranty does not apply to

commissions payable by the contractor to establish commercial or selling agent for the purpose

of securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this

contract or to any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or

under this Contract against the contractor the same may be deducted by the Municipal Corporation

from any sum then due or which at any time thereafter may become due to the contractor under

this contract and failing that under any other contract with the Municipal Corporation or from any

sum due to the contractor with the Municipal Corporation (which may be available with Municipal

Corporation), or from his retention money, or he shall pay the claim on demand. The Municipal

Corporation reserves the right to carry out post payment audit and technical examination of the

final bill including all supporting vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment

when detected not withstanding the fact that the amount of the final bill may be included by the

If as a result of such audit and technical examination any over payment is discovered in respect of

any work done by the Contractor or alleged to have been done by him under the contract, it shall

be recovered by the Municipal Corporation from the contractor by way of all the means prescribed

above or if any under payment is discovered by the Municipal Corporation, any amount due to the

contractor under this contract or under payment may be adjusted against any amount then due or

which may at any time thereafter become due before payment is made to the contractor from him

to the Municipal Corporation on any other contract account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become

liable and which is chargeable to the contractor, the owner shall have the right to retain out of any

payment then due or thereafter to become due an amount sufficient to completely indemnify the

owner against such lien or claim or if such lien or claim be valid the owner may be or become due

and payable to the contractor. If any lien or claims remaining, unsettled after all payments are

made, the contractor shall refund or pay to the owner all money that the latter may be compelled to

pay in discharging such lien or claim including all cost and reasonable expenses.

 Contractor shall not sub-let the work without permission of the authority.

 Joint venture and subcontracting shall not be allowed under this tender

Addendum or corrigendum conveying any change or correction in respect of the work shall form the

part of the contract documents. The full consideration shall be given to such addendum or corrigendum

before submission of tender duly filled in by the contractor. Therefore, the contractors shall have to

kindly refer the tender for such addendum or corrigendum published by AMC through its website

www.amc.nprocure.com & www.nprocure.com 48 hours prior to the deadline of submission of the

tender. Tenderers shall verify the number of addendum issued and enclose the same with the tender

documents , failing which the tenders shall be liable for rejection and no any complaint in respect to this

shall be entertained under any circumstances.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the

Employer will in no case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be

valid for 28 days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as

promptly as Early as possible as but not later than 28 days after the expiration of the period of bid

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned

when the bidder has furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful

bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E.

Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to

5% (five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a

policy is framed by Audit department of AMC to charge 4% interest for the balance period and

discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as

per format shall be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. &

As per AMC Rule

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding

GST) etc. on material procurement or any other component for the works from any source shall be

borne by the contractors.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount

shall be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent

registration with any other state Govt. or institutions. Copy of registration should be attached

with tender document. Tenderer who was not registred in AMC must be get registred in

panel of approved AMC contractor.

2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources

Department with the correction slips made up to 15-08-1999 may be referred. (only English

version) Clause No. -2 liquidated damages for delay shall be overrule by A.M.C.’s

M.C.circular no.- 9 dt. 18/05/2012.

3. In the specification “as directed" / "approved" shall be taken to mean "as directed /

"approved" by the Engineering in charge.

4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to

mean as reference to the latest edition of the same of force on the date of agreement.

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of

specific mention for a particulars point / aspect, the same in the relevant Indian Standards

shall be referred to.

6. All measurement and computations, unless otherwise specified shall be carried out nearest to

the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or thickness

shall be followed.

7. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

9. The contractor’s rate for the item of work shall be for the work completed in all respect.

10. All materials including those of electrical shall be got approved by the Engineer in charge/

Architect before using them in the work.

11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

12. All work shall be carried out in a manner as per standard engineering practice.

13. All tools, templates, machinery and equipment for correct execution of the work as well as

for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at the

site of the work. All excavated trench shall be kept covered with barricade and caution tap.

14. Special modes of the construction not adopted in general Engineering practice, if proposed

to be adopted by the contractor shall be considered only if the contractor provided

satisfactory evidence that such special mode of construction and completion of work to the

required strength and quality. Acceptance of the same by the Engineer in charge shall not

however, absolve the contractor from the responsibility of any adverse effect and

concordance of adopting the same in the course of exaction or completion of the work.

15. The contractor shall be responsible for observing the rules and regulation imposed under the

"Minor Mineral Act", and such other laws and rules prescribed by the Government from

16. All necessary safety measures and precautions (incl. those laid down in the various relevant

Indian Standard) shall be taken to engrave the safety of men, materials and machinery on the

work and also of the work itself.

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the

quantum of actual work for which no any claim shall be entertained by A.M.C.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. The work in general shall be carried out as per standard specifications of the relevant items

to be executed & as per the instruction of Engineer in charge & as per the guidance of

AMC's Consultant for this project.

20. The general terms & conditions of the contract shall be applicable & shall be binding on the

contractor. The contract agreement shall have to be executed between AMC & the agency to

which work is awarded for execution.

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of

sanctioned tender and resolution.Within 10 days contractor has to submit SD and after

reciveing SD Work order shall be issue to contractor and the time limit shall be start from

the date of issue of the written work order to the contractor.

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of

sanctioned tender and resolution .Within 15 days contractor has to submit SD and after

reciveing SD work order shall be issue to contractor and the time limit shall be start from the

date of issue of the written work order to the contractor.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order /

demand draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only.

Contractor shall have to sign contract paper with AMC. The contractor shall be fined 4% of

interest per year for delay in submission of S.D and shall be deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given

by M.C. Or His Designeted Officer will be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall

27. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender

28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water

for the construction of the works and provide a satisfactory supply of potable water for

drinking, washing, sanitation and cleaning down. The contractor will be responsible for all

the costs where applicable of connection, meter installation, water consumed, water required

for testing purposes, disconnection and the laying, maintenances and ultimate removal of

any distribution system around the site.

29. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for

purpose of the work and shall pay such charges as is fixed by the appropriate supply

In case there is any delay in supply of power site of any interruption or fault in the power

during the work. No compensation shall be paid for idle labor staff, machineries and for use

of diesel operating sets etc. as the case may be.

30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income tax

clearance certificate and solvency certificate.

31. No advance such as secured advance machinery advance, mobilization advance or materials

advance will be given.

32. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

33. The electrical works shall be carried out strictly in accordance with the directives issued by

Engineer in charge.

34. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby

total amount of work increases/ decreases.

total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so

35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the

36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease the

scope of work. No any claim to that effect shall be entertained. The Municipal

Commissioner also reserves the right to reject any or all the tenders without assigning any

reason thereof.

37. The contractors are requested to quote their rates considering above tender conditions.

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other

special reason (like site is not available and due to unavoidable circumstances arise), after

evaluation of situation the actual date of starting of work will be consider after approval of

Dy.M.C. (West zone)

39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or

the scope of work.

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for

the work done by the contractor.

41. Conditional tenders will not be accepted.

Signature of contractor with seal Additional City Engineer (W.Z)

Date Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 months after the order to start the works. Progress of work should

be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and

instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may be brought

by him on site. This account shall be regularly maintained and kept open for inspection by Municipal

Staff. Watering of all the items shall be as per instructions otherwise no payment shall be made to

contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of binding

vibrator for R.C.C. works if required shall have to be made by the contractor.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.

He shall be responsible for any damage to public. If any incident happen, during the execution of work.

In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final.

The contractor shall have to give site clean of all rubbish during the work and at the time of completion

of work and hand over the site with final finishing of the work as directed. All the rejected materials

shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart

daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have to

prepare through of bigger size and mix the mortar in the required proportion. In on case he shall be

allowed to mix the mortar either on floor or any finished surfaces. The contractor shall have to make

his own arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the contractor

and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item

is not available in SOR than based on current market rates. In case of extra item decision of Add. City

Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the propose

work the contractor shall carry out the same at his quoted rates without charges any extra and the

contractor will have to carry out the works and he will be paid at the rate quoted by him. No claim for

extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall have

to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be

fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules

framed the to under.

The tender for the work shall remain open for a period (180) days from the date of opening of the

tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer on his

own during the period. If any tenderer withdraw or makes any modifications or addition in the terms

and conditions of his tender not acceptable to the Municipal Corporation the Municipal Corporation

shall without prejudice to any right or remedy be at liberty to forfeit in full the said earnest money and

black list the contractor.

If work is not started within specified time limit the penalty as per rule & tender condition delay of start

shall be recovered separately from the immediate bills payable to the contractor. Contractor has to

make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of

iv) Condition of Form - B1 Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept. -

Govt. of Gujarat booklets of Building Works & and Road Works Specifications published by

Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE ADD.CITY ENGINEER

& STAMP (West Zone)

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TECHNICAL SPECIFICATIONS OF WORK

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.(ii) In Cement Mortar.

1.0 Workmanship :

1.1 The demolition shall consist of demolition of one or more parts of the building as specified or shown in

the drawings. Demolition implies taking up or down or breaking up. This shall consist of demolishing

whole or part of work including all relevant item as specified or shown in the drawings.

1.2 The demolition shall always be planned before hand and shall be done in reverse order of the one in

which the structure was constructed. This scheme shall be got approved from the Engineer-in-charge

before starting the work. This however will not absolve the contractor from the responsibility of proper

and safe demolition.

1.3 Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work or

property, which is to be left intact, before dismantling and demolishing is taken up and the work shall be

carried out in such a way that no damages is caused to the adjoining property.

1.4 Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary precautions

shall be taken to keep the dust nuisance down as and where necessary.

1.5 Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged

by dropping from a height or demolishing roof, masonry etc. shall be carefully dismantled first. The

dismantled articles shall be properly stacked as directed.

1.6 All materials obtained from demolition shall be the property of Government unless otherwise specified

and shall be kept in safe custody until handed over to the Engineer-in-charge.

1.7 Any serviceable materials, obtained during dismantling or demolition shall be separated out and stacked

properly as directed, with all lead and lift. All unserviceable materials, rubbish etc. shall b stacked as

directed by the Engineer-in-charge.

1.8 On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

2.0 Mode of measurements & payment :

2.1 Measurements of all work except hidden work shall be taken before demolition dismantling and no

allowance for increase in bulk shall be allowed. The demolition of lime concrete shall be measured under

this item. Specification for deduction for voids, openings etc. shall be on same basis as that employed for

construction of work.

2.2 All work shall be measured in decimal system as fixed in its place subject to the following limits, unless

otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area shall be

worked out to the nearest 0.01 sq. mt. (c) Cubical connection shall be worked out to the nearest

2.3 the rate shall include cost of all labour involved and tools used in demolishing and dismantling including

scaffolding. The rate shall also include the charges for separating out and stacking the serviceable

materials properly and disposing the unserviceable materials with all lead and lift. The rate also includes

for temporary storing for the safety of the portion not required to be pulled down or of adjoining property

and providing temporary enclosures or partitions where considered necessary.

2.4 In measuring thickness plastered walls, the thickness of plaster shall be included. The unserviceable

materials shall be disposed off with all lead and lift. Ashlar face stones dressed stone etc. if required to

be taken down intact shall be dismantled and measured separately in cubic metres.

2.5 The rate is exclusive of cleaning of bricks or stones. Honey comb works or hollow block walling shall be

measured as solid.

2.6 The rate shall be for a unit of one cubic metre.

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.(ii) In Cement Mortar.

The rate shall be for a unit of one Cum

Demolition of RCC work includes stacking of serviceable materials and disposal of unserviceable

materials with all leads and lifts.

The rate shall be for a unit of one Cum.The work should be done as specified in above item.

Dismentaling of sheet roofing including ridges, hips, valleys ,gutters etc. stacking of serviceable materil

as and disposal of unserviceable materials with all lead and lift.(i) G.I.sheet roofing.

1.0 Materials :

1.1 The relevant specifications of item No 20.1 (I) shall be followed except that G.I. sheet roofing shall be

dismantled instead work.

2.0 Mode of measurement & payment:

2.1 The area of G.I. sheet roofing shall be measured in sq measured in sq. metre. Ridge hips and valley shall

be girthed and included with roof area. Corrugated and semi-corrugated surfaces shall be measured flat

and not girthed.

2.2 Supporting memorial such as rafter purloins beams joints trusses etc shall be measured separately.

2.3 The rate shall be include disposal of unserviceable materials with all leads and lift and stacking the

serviceable materials as directed.

2.4 The rate shall be for a unit of one sq. meatier.

Dismentling steel work including distempering and stacking the materials with all lead and lift.

The rate shall be for a unit of one Kg.The work should be done as specified in above item.

Removing and scraping of old deteriorated plaster of any thickness from wall / RCC member including

stacking of serviceable material and disposal of unserviceable from site of work with all lead and lift

The rate shall be for a unit of one Sqm

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift.

1.0 Workmanship:

1.1 The relevant specifications of item no 20.1 (I) shall be followed except the dismantling of tiled or stone

floors laid on mortars shall be done Dismantling implies carefully taking up or down or these are fixed by

nail screws bolts etc. the shall be taken out with proper tools

2.0 Mode of measurement & Payment :

2.1 The supporting materials such as joints beams if any etc. shall be measured separately the relevant

specification of item no 20.1 (I) shall be followed. The rate shall include stacking the unserviceable

materials as directed will lead and lift.

The rate shall be for a unit of one Sqm

Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves,

hold fasts and other attachment etc. complete and stacking the material within all lead and lift.(i) Not

exceeding 3 Sq.M. in area.

1.0 Workmanship :

1.1 The relevant specifications of item No 20.1(I) shall be followed the exceeding 3 sq m in are to be

2.0 Mode of measurement & payment

2.1 The relevant specifications of item no 20.1(I) shall be followed

2.2 The door windows ventilators etc. not exceeding 3 sq mt in are each including shutters and chowkhats

architrave's holdfasts and other attachment to grams etc, will be dismantled and measured under this

2.3 The rate includes stacking serviceable material and where directed with all leads and lifts

2.5 The rate shall be for a unit of one number

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps including stacking

the materials with all lead and lift (for any dia, of pipe)

The rate shall be for a unit of Rmt.The work should be done as specified in above item.

Dismantling santtary fittings like wash basin WC pan Indian and European type, flushing tank etc.

including stacking the materials with all lead and lift

The rate shall be for a unit of Each.The work should be done as specified in above item.

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts

including all earth work concrete in base and making good the disturbed ground stacking useful

materials as directed and disposing as directed and disposing of the unserviceable materials with all

The rate shall be for a unit of Rmt.The work should be done as specified in above item.

Scraping oil paint from steel and other metal surface and making the surface even (with Hand Scraping.)

1.0 Workmanship :

1.1 The oil paint from steel and other metal surface shall be scraped thoroughly with hand scraper

followed by wire brushing (first with coarse and than with coarse and then with fine brushes) and

finally sand papering with coerce and paper (No 3) steel wood (no 2) or emery paper (NO3) or with

emery cloths . This shall then be wipped finally with mineral turpentine to remove grease and

prospiration of hand marks etc and allowed to dry. The surface shall be made even and smooth.

2.0 Mode of measurements & Payment:

2.1 The work shall be measured in actual area of work done.

2.2 The rate shall be for a unit of one sq. metre.

Excavation for foundation upto 1.5 M depth including sorting out and stacking useful materials disposing

of the excavated stuff upto 50 meter lead in loose or soft soil.

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such ordinary

excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this category.

Clearing the site :

The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials and

rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained shall be

property of the Government and be conveyed and stacked as directed. within 50 M. lead. The roots of the trees

coming in the sides shall be cut and coated with a hot asphalt.

The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be paid.

After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall assume full

responsibility for alignment, elevation and dimension of each and all parts of the work. Contractor shall supply

laborers, materials, etc. required for setting out the reference marks and bench marks and shall maintain them as

long as required and directed.

The excavation in foundation shall be carried out in true line and level and shall have the width and depth as

shown in the drawings or as directed. The contractor shall do the necessary shoring and shutting or providing

necessary slopes to a safe angle, at his own-cost. The payment for such precautionary measures shall be paid

separately if not specified. The bottom of the excavated area shall be 1 evened both longitudinally and

transversely. as directed by removing and watering as required. No earth filling will be allowed for bringing it to

level, if mistake or any other reason excavation is made. deeper or wider that shown on the plan or directed. The

extra depth or width shall be made up with concrete of same proportion as specified for the foundation concrete

at the cost of the contractor. The excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the ground in

layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site of work to a place as

directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to the sections of trenches

shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be made for surplus

excavation made in excess of above requirements or due to slopping and sloping back as found necessary on

account of conditions of soil , and requirements of safety.

The rate shall be for a unit of one cubic meter.

Providing and laying cement concrete 1:5:10 (1-Cement:5-finesand:10-graded brick bat aggregates

mm nominal size) and curing complete excluding cost of formwork in(A) Foundation and Plinth

The rate shall be for a unit of one cubic meter.

Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken stone

aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation and

Plinth (upto 10 ton)

Water shall conform to M-1. Sand shall conform M-6. Cement shall conform to M-3. Stone aggregate 40 mm.

nominal size shall conform to M-12.

Before starting concrete bed of foundation treaches shall be cleared of all loose materials, leveled, watered, and

rammed as directed.

Proportion of Mix :

The proportion of cement, sand and coarse aggregate shall be one part of cement, 5 parts of sand, 10 parts of

stone aggregates and shall so measured by volume.

The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may however be allowed for

smaller quantity of work if approved by the Engineer-in-charge. When hand mixing is permitted by the Engineer-

in-charge incase of break-down of machinery’s and in the interest of the work. it shall be carried out on a water

tight platform and care shall be taken to ensure that mixing is continued until the mass is uniform in colour and

consistency. However in such cases 10% more cement than otherwise required shall have to be used without

any extra cost. The mixing in mechanical mixer shall be done for a period 1 to 2 minutes. The quantity of water

shall be sufficient to produce a dense concrete of required workability for the purpose.

Transporting & Placing the concrete :

The concrete shall be handled from the place of mixing to the final position in not more than 15 minutes by the

method as directed and shall be placed into its final position, compacted and finished within 30 minutes of mixing

with water i.e. before the setting commences.

The concrete shall be rammed with heavy iron rammers and rapidly to get the required compaction and to allow

all the interstriees to be filled with mortar.

After the final set, the concrete shall be kept continuously wet, if required by pounding for a period of not less

than 7 days from the date of placement.

Mode of measurement and payment :

The concrete shall be measured for its length breadth and depth, limiting dimensions to those specified on plan

or as directed.

The rate shall be for a unit of one cubic meter.

Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone aggregates

40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto

Water shall conform to M-1. Sand shall conform M-6. Cement shall conform to M-3. Stone aggregate 40 mm.

nominal size shall conform to M-12.

Before starting concrete bed of foundation treaches shall be cleared of all loose materials, leveled, watered, and

rammed as directed.

Proportion of Mix :

The proportion of cement, sand and coarse aggregate shall be one part of cement, 4 parts of sand, 8 parts of

stone aggregates and shall so measured by volume.

The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may however be allowed for

smaller quantity of work if approved by the Engineer-in-charge. When hand mixing is permitted by the Engineer-

in-charge incase of break-down of machinery’s and in the interest of the work. it shall be carried out on a water

tight platform and care shall be taken to ensure that mixing is continued until the mass is uniform in colour and

consistency. However in such cases 10% more cement than otherwise required shall have to be used without

any extra cost. The mixing in mechanical mixer shall be done for a period 1 to 2 minutes. The quantity of water

shall be sufficient to produce a dense concrete of required workability for the purpose.

Transporting & Placing the concrete :

The concrete shall be handled from the place of mixing to the final position in not more than 15 minutes by the

method as directed and shall be placed into its final position, compacted and finished within 30 minutes of mixing

with water i.e. before the setting commences.

The concrete shall be rammed with heavy iron rammers and rapidly to get the required compaction and to allow

all the interstriees to be filled with mortar.

After the final set, the concrete shall be kept continuously wet, if required by pounding for a period of not less

than 7 days from the date of placement.

Mode of measurement and payment :

The concrete shall be measured for its length breadth and depth, limiting dimensions to those specified on plan

or as directed.

The rate shall be for a unit of one cubic meter.

Providing and laying cement concrete1:3:6(1-Cement:3-coarse sand:6-hand broken stone aggregates

40mm nominalsize) and curing complete excluding cost of formworkin(A)Foundation and Plinth (upto

Mode of Measurement shall be on cubic meter basis.

Providing and laying cement concrete work 1:2:4 (1-cement:2- coarse sand:4-graded aggregates 20mm

nominal size) curing complete excluding cost of formwork and reinforcement ( up to {(a) to (c)}

Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and curing complete,

excluding the cost of form work and reinforcement for reinforced concrete work in

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6, Grit

shall conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.

2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete mix

shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm nominal size) by volume.

Concrete work shall have exposed concrete surface or as specified in the item.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond approximately to

1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume respectively.

2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight (0.0342

Cu. M) for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

concrete aggregate by volume aggregate to coarse water per

per 50 Kgs, of cement aggregate 50 Kgs. of

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters

M-150 (1:2:4) 220 ” aggregate by volume but 32 “

M-200 (1:1 1/2 :3) 160 “ subject to and upper 30 “

M-250 (1:1:2) 100 “ limit of 1:1/2 and lower 27 “

2.4 The water cement ratios shall not more than those specified in the above table. The cement content of

the mix specified in the Table shall be increased if the quantity of water in a mix has to be increased to

overcome the difficulties of placement and compaction so that the water cement ratio specified in the

Table is not exceeded.

2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound to give a

concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the means

2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified but in no

case greater than surround all reinforcement thoroughly and to fill the corners of the form.

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally

considered satisfactory.

2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal maximum

size of coarse aggregate should usually be restricted to 5 mm less than the minimum clear distance

between the main bars, or 5 mm less than the minimum cover to the reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may not

be important and the nominal maximum size may sometimes be as greater than the minimum cover.

2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the evidence that

with the passage of time, neither the compressive strength of concrete is reduced nor are other requisite

qualities of concrete and steel impaired by the use of such admixtures.

3.0 Workmanship:

3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured in terms

of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu. Meter. Boxes of

suitable sizes shall be used for measuring sand aggregate. The size of the boxes (internal) shall be

cms x 25 cms. and 40 cms deep. White measuring the aggregate and sand, the box shall be filled

without shaking ramming or hammering. The proportioning of sand shall be on the basis of its dry volume

and in case of damp sand, allowances for bulkage shall be made.

3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be

kept in first class working condition and so maintained throughout the construction. Measured quantity of

aggregate, sand, cement required for each batch shall be poured into the drum of the mechanical mixer

while it is continuously running. After about half a minute of dry mixing, measured quantity of water

required for each batch of concrete mix shall be added gradually and mixing continued for another one

and half a minute. Mixing shall be continued till materials are uniformly distributed and uniform color of

the entire mass is obtained and each individual particle of the coarse aggregate shows complete coating

of mortar containing its proportionate amount of cement. In no case shall the mixing be done for less than

2 minutes after all ingredients have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other reasons, it

shall be done on the smooth watertight platform large enough to allow efficient turning over the

ingredients of concrete before and after adding water. Mixing platform shall be so arranged that no

foreign material gets mixed with concrete nor does the mixing water flow out. Cement in required number

of bags shall be placed in a uniform layer on top of the measured quantity of fine and coarse aggregate,

which shall also be spread in a layer of uniform thickness on the mixing platform. Dry coarse and fine

aggregate and cement shall then be mixed thoroughly by turning over to get a mixture to uniform color.

Specified quantity of water shall then be added gradually through a rose-can and the mass turned over

till a mix of required consistency is obtained. In hand mixing quantity of cement shall be increased by

percent above that specified.

3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting

in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of concrete from the

mixture shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be

thoroughly cleaned before changing from one type of cement to another.

3.3 Consistency :

3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of vibration of

concrete, shall be determined by regular slump tests in accordance with I.S. 1199-1959. The slump of

10mm to 25mm. shall be adopted when vibrators are used and 80mm when vibrators are not used.

3.4 Inspection:

3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms to

permit him to inspect and accept the false work and forms as to their strength, alignment, and general

fitness but such inspection shall not relieve the contractor of his responsibility for the safety of men,

machinery, materials and for results obtained. Immediately before concreting, all forms shall be

thoroughly cleaned.

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One carpenter

with helper shall invariably be kept present throughout the period of concreting. Movement of labour and

other persons shall be totally prohibited for reinforcement laid in position. for access to different parts,

suitable mobile platforms shall be provided so that steel reinforcement in position is not disturbed. For

ensuring proper cover, mortar blocks of suitable size shall be provided so that steel reinforcement in

position is not disturbed. For ensuring proper cover, mortar blocks of suitable size shall be cast and tied

to the reinforcement. Timber kapachi or metal pieces shall not be used for this purpose.

3.5 Transporting and laying:

3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so transported

and placed that no contemination, segregation or loss of its constituent material takes place.

All form wok shall be cleaned and made free from standing water, dust, show or ice immediately before

placing of concrete.

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-charge has

3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete shall

not be placed against concrete which has been in position for more than 30 minutes unless a proper

construction joint is formed. Concrete shall compacted in its final position within 30 minutes of its

discharge from the mixer. Except where otherwise agreed to by the Engineer-in-charge concrete shall be

deposited n horizontal layers to a compacted depth of not more than 0.45 meter when internal vibrators

are used and not exceeding 0.30 meter in all other cases.

3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place from a

height exceeding 2 meters. When trunking or chutes are used they shall be kept close and used in such

a way as to avoid segregation. When concreting has to be resumed on a surface which has hardened, it

shall be roughened, swept clean, thoroughly wetted and covered with a 13 mm thick layer of mortar

composed of cement and sand in the same ratio as in the concrete mix itself. This 13 mm layer of mortar

shall be freshly mixed and placed immediately before placing of new concrete. Where concrete has not

fully hardened, all laitance shall be removed by scrubbing the wet surface with wire or bristle brushes,

care being taken to avoid dislodgment of any particles of coarse aggregate. The surface shall then be

thoroughly wetted, all free water removed and then coated with neat cement grout. The first layer of

concrete to be placed on this surface shall not exceed 150 mm in thickness and shall be well rammed

against old work particular attention being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of vibrators,

unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as concreting under

water, where vibrators cannot be used. Sufficient vibrators in serviceable condition shall be kept at site

so that spare equipment is always available in the event of breakdowns.

Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse

aggregate and begins to cream up to form an even surface. Compaction shall be completed before the

initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During compaction, it shall

be observed that needle vibrators are not applied on reinforcement which is likely to destroy the bond

between concrete and reinforcement.

3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain, running

water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be

covered with wet sacking, hassain or other similar absorbant material approved, soon after the initial set

and shall be kept continuously wet for a period of not less than 14 days from the date of placement.

Masonary work over foundation concrete may be started after 48 hours of its laying but curing of

concrete shall be continued for a minimum period of 14 days.

3.7 Sampling and Testing of concrete:

3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made, cured and

tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A random sampling

procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of being

tested i.e. the sampling should be spread over the entire period of concreting and cover all mixing units.

The minimum frequency of sampling of concrete of each grade shall be in accordance with following:

Quantity of concrete No. of Quantity of concrete in No. of samples

in the work samples the works

51 and above 4+ one additional for each additional 50 M. or part thereof.

NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from each

sample, five for testing at 7 days and the remaining five at 28 days. The samples of concrete shall be

taken on each day of the concreting as per above frequency. The number of specimens may be suitably

increased as deemed necessary by the Engineer-in-charge when procedure of tests given above reveals

a poor quality of concrete and in other special cases.

3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified cube

strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value less than the

specified strength provided the lowest value is not less than 85% of the specified strength. If the

concrete made in accordance with the proportions given for a particular grade, does not yield the

specified strength; such concrete shall be classified as belonging to the appropriate lower grade.

Concrete made in accordance with the proportions given for a particular grade shall not, however, be

placed in a higher grade on the ground that the test strength are higher than the minimum specified.

3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike the form

work. While fixing the time for removal of form work, due consideration shall be given to local conditions,

character for the structure, the weather and other condition that influence the setting of concrete and of

the materials used in the mix. In normal circumstances (generally where temperatures are above 20 C)

and where ordinary concrete is used, forms may be struck after expiry of periods specified in item No

9.1(A) for respective item of form work.

3.8.2 All form work shall be removed without causing any shock or vibration as would damage the concrete.

Before the soffit and struts are removed, the concrete surface shall be exposed, where necessary in

order to ascertain that the concrete has sufficiently hardened. Centering shall be gradually and uniformly

lowered in such manner as to permit the concrete to take stresses due to its own weight uniformly and

gradually. Where internal metal ties are permitted, the or their removable parts shall be extracted without

causing any damage to the concrete and remaining holes filled with mortar. No permanently embedded

metal part shall have less than 25 mm cover to the finished concrete surface. Where it is intended to re-

use the form work, it shall be cleaned and made good to the satisfaction of the Engineer-in-charge. After

removal of form work and shuttering, the Executive Engineer shall inspect the work and satisfy by

random checks that concrete produced is of good quality.

3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement concrete

member and used for shuttering or any other purpose shall be cut inside the cement concrete member to

a depth of at least 25 mm below the surface of the concrete and the resulting holes be filled by cement

mortar. All fine caused by form joints, all cavities produced by the removal of form ties and all other holes

and depressions honeycomb spots, broken edges or corners and other defects shall be thoroughly

cleaned, saturated with water and carefully pointed and rendered true with mortar of cement and fine

aggregate mixed in the proportions used in the grade of concrete that is being finished and of as dry

consistency as is possible to use. Considerable pressure shall be applied in filling and pointing to ensure

thorough filling in all voids. Surfaces which are pointed shall be kept most for a period of 25 hours.

If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or character

as to effect the strength of the structure materially or to endanger the life of the steel reinforcement, he

may declare the concrete defective and require the removal and replacement of the portion of the

structure affected.

4.0 Mode of measurement and payment:

4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete

laid in excess of section shown on drawings or as directed shall not be measured. No deduction shall be

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and

steps etc. up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,

vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing

concrete of specified strength. The rate excludes the cost of form work.

4.3 The rate shall be for a unit of one cubic meter.

5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced

concrete work in :

(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals beams

girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to floor two level (D)

Staircase up to floor two level (E) Vertical and horizontal fins up to floor two level.

1.0 Materials & Workmanship

1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be carried out

for reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations shall

be followed for :

(a) The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2 (1

cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the specified cover shall

be placed between the bars and shuttering as to secure and maintain the requisite cover of concrete over

the reinforcement.

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be held in

position by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.

(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes with

slotes accurately out in them. The temphtes shall be removed after concreting has been done below it.

The bars may also be suitably tied by means of annealed steel wires to the shuttering to maintain their

position during concreting.

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are to be

attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars are

not likely to be incorporated with succeeding mass of concrete within the following 10 days. This coat of

thin neat cement shall be removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

2.3 The rate shall be for a unit of one cubic meter.

Providing form work of ordinary 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 celling

not exceeding 4 m. and removal of the same for in site reinforced concrete or plain concrete work upto

floor four level ( a to h)

The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.

The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not be less

than that assumed in the design.

The form work shall conform to the shape lines and dimension as shown on the plans and be so constructed as

to remain sufficiently rigid during the placing and compacting of the concrete. Adequate arrangements shall be

made by the contractor to safe guard against any settlement of the form work during the course of concreting and

after concreting. The form work of shuttering, centering, scaffolding bracing etc shall be as per design.

Cleaning & Treatment of forms:

All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form before the

concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly wetted or treated.

The surface shall be then coated with soap solution applied before concreting is done. Soap solution for the

purpose shall be prepared by dissolving yellow soap in water to get consistency of paint. Alternatively a coat of

raw linseed oil or form oil of approved manufacture may be applied in case steel shuttering is used. Soap solution

or raw linseed oil shall be applied after thoroughly cleaning the surface. Care shall be taken that the coating does

not get on construction joint surface and reinforcement bars.

Stripping time:

In normal circumstances and where ordinary cement is used forms may be struck after expiry of following

Sides of walls columns and vertical faces of beam 24 to 48 hours.

Beams soffits (Props left under) 7 days.

Removal of props slabs

(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days

Removal of props to beams and arches

(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days

Procedure when removing the form work:

All form work shall be removed without such shock or vibration as would damage the reinforced concrete surface.

Before the soffits form work and struts are removed, the soffits and the concrete surface shall be exposed where

necessary in order to ascertain that the concrete has sufficiently hardened.

The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute safely of the

form work and concrete work before, during and after pouring concrete. Watch should be kept to see that

behavior of centering and form work is satisfactory during concreting. Erection should also be such that it would

allow removal of forms in proper sequence without damaging either the concrete or the forms to be removed.

The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads

without any settlement.

The centering and form work shall be inspected and approved by the Engineer-in-charge before concreting. But

this will not relieve the contractor of his responsibility for strength, adequacy and safety of form work and

centering. If there is a failure of form work or centering, contractor shall be responsible for the damages to the

work, injury to life and damage to property.

All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be provided

and removed on completion work by contractor at his own expense. The scaffolding, hoisting arrangements and

ladders etc. shall be strong enough to with stand all live, dead and impact loads expected to act and shall be

subject to the approval of the Engineer-in-charge. However, contractor shall be solely responsible for the safety

of the scaffolding, hoisting arrangement, ladders, work and workman etc.

The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford easy

The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost of

materials and labour for various operations involved such as:

Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering propping,

bolting, nailing, wedging, easing, striking and removal.

Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams, columns

Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.

Dressing with oil to prevent adhesion of concrete with shuttering, and

Raking or circular cutting.

Rate shall be paid in Sq.m

Providing thermo Mechanically treated bars (TMT BARS) confirming IS 1786/Fe 415 for R.C.C. wroks

including cutting , bending, binding and placing in position complete upto floor two level.

The scope of work consists of providing and laying mild steel reinforcement and TMT CRS Fe-500

reinforcement for RCC works of various components of the structure. This may be Tisco or any other approved

manufacturer branch and corrosion resistant steel bars approved by the Engineer Incharge. This includes

cuttings, bending, binding, placing, with all equipments and labour required for the work as directed by the City

Engineer, Ahmedabad and all operations covered within the intent and purpose of the specification.

Being of Reinforcement

Reinforcing steel shall conform accurately to the dimensions shown on relevant drawings and conforming

to the relevant IS codes (latest revision).

Bars shall be bent cold to the specified shape and dimensions or as directed by the City Engineer, AMC,

Ahmedabad using a proper bar bender, operated by hand or power to attain proper radii of bends.

Bars shall not be bent or straightened in a manner that will cause injury to the material.

Bars bent during transport or handling shall be straightened before being used on work; they shall not be

heated to facilitate bending.

The bending of the TMT bars shall be carried out as per the following:

S.No Operation Size TMT CRS-Fe-500

1 Bend Upto 22 mm dia 3d

Over 22 mm dia 4d

2 Rebend Upto 10mm dia 4d

Over 10 mm dia 5d

Placing of Reinforcement:

All reinforcing bars shall be accurately placed in the exact position shown on the drawings, and shall be

securely held in position during placing of concrete by annealed binding wire not less than 1 mm in size and

conforming to IS:280 and by using stays blocks or metal chairs, spacer, metal hangers, supporting wires or other

approved devices at sufficiently close intervals. Bars will not be allowed to sag between supports nor displaced

during concreting or any other operation over the work. All devices used for positioning shall be of non-corrodible

material. Wooden and metal supports will not extend to the surface of concrete, except where shown on the

drawings, placing bars on layers of freshly laid concrete as the work progresses for adjusting bar spacing will not

be allowed. Pieces of broken stone, brick or wooden blocks shall not be used. Layers of bars shall be separated

by spacer bars, precast mortar blocks or other approved devices.

Reinforcement after being placed in position shall be maintained in a clean condition until completely

embedded in concrete. Special care shall be exercised to prevent any displacement of reinforcement in concrete

already placed.

To protect reinforcement from corrosion, concrete cover shall be provided as indicated on the drawings.

All bars protruding from concrete to which other bars are to be spliced and which are likely to be exposed for an

indefinite period shall be protected by a thick coat of neat cement grout.

In the case of columns and walls, vertical bars shall be kept in normal position with timber templates

having slots accurately cut in for bar position. Such templates shall be removed after the concreting has

progressed upto a level just below them.

Bars crossing each other, where required, shall be secured by binding wire (annealed) of size not less

than 1 mm and conforming to IS;280 in such a manner that they do not slip over each other at the time of fixing

and concreting. As far as possible, bars of full length shall be used. In case this is not possible, overlapping of

bars shall be done as directed by the City Engineer, AMC, Ahmedabad. When practicable, overlapping bars shall

not touch each other, but be kept apart by 25 mm or 1 ¼ times the maximum size of the coarse aggregates

whichever is greater, by concrete between them. Where this is not feasible, overlapping bars shall be bound with

annealed steel wire, not less than [1 mm thickness twisted tight in eight shape around the lapped bars. The

overlaps shall be staggered for different bars and located at fixed locations only along the span where neither

shear nor being moment is maximum.

Welding of Bars

Welding of TMT bars can be permitted if specified on the drawings, joints of reinforcement bars shall be

butt welded so as to transit their full strength. Welded joints shall preferably be located at points where steel will

not be subject to more than 75 percent of the maximum permissible stresses and welds so staggered that at any

one section, not more than 33 per cent of the rods are welded. No –pre-warning or post heat treatment is

necessary. Interpass temperature should be limited to 200º C with low heat input and equivalent strength low

hydrogen type electrode. Suitable means shall be provided for holding the bars securely in position during

welding. It must be ensured that no voids are left in welding and when welding is done in 2 or 3 stages, previous

surface shall be cleaned property. Ends of the bars shall be cleaned of all loose scale, rust, grease, paint and

other foreign matter before welding. Only competent welders shall be employed on the work.

Welded pieces of reinforcement shall be tested. Specimens shall be taken from the actual site and their

number and frequency of tests shall be as directed by the City Engineer, AMC, Ahmedabad.

The TMT bars shall be tested for any or all of the following tests as directed by the Engineer Incharge

Alternate immersion test

Salt spray test

Atmospheric exposure test

Sulphur dioxide test

Potentio dynamic test

Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering and ramming :

The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water thoroughly

after each layer and shall be properly consolidated with rammers so that no hollow voids remain there. In

general the work shall be carried out in the best manner so that no hollow voids remain after work. Workmanship

in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

filling in plinth with sand under floors including watering, ramming consolidated and dressing etc.

Sand shall conform to M.

The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of earth shall be

As soon as the work in foundation has been completed and measured, the site of foundation shall be cleared of

all debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding 20 Cms. Each layer shall

be adequately watered rammed and consolidated before the succeeding layer is laid. The sand shall be rammed

with iron rammers where feasible and with the butt ends of crow-bars, where rammer cannot be used.

The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered and consolidated

by ramming with iron or wooden rammers. When nfilling reaches finished level, the surface shall be flooded with

water for at least 24 hours and allowed to dry and then rammed and consolidated.

The finished level of filling shall be kept to shape intended to be given to floor.

In case of large heavy duty flooring like factory flooring, the consolidation may be done by power rollers, where

so specified. The extent of consolidation required shall also be as specified.

Mode of measurement and payment :

The payment shall be made for filling in plinth and trenches, No deduction shall be made for shrinkage

or voids if consolidated as instructed above

The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth under floors.

The rate shall be for a unit of one cubic meter.

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. thickness including

watering, ramming and consolidating etc. Complete

Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding 20 cms.

in depth and water thoroughly after each layer and shall be properly consolidated with rammers so that no hollow

voids remain there. In general the work shall be carried out in the best manner so that no hollow voids remain

after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (A) Conventional

(upto 10 ton) (B) Modular

Extra Rate for brickwork in Above Item for super structure above plinth level upto floor two level

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick shall

conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before use or as

directed. The cessation of bubbles, when the bricks are wetted with water is an indication of through wetting of

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except when

necessary to complete to bond; closer in such case shall be cut to required size and used near the ends of walls.

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first be

properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face shall be

flushed with mortar before the next brick is laid and pressed against it. On copletion of course, the vertical joints

shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint shall be

truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The thickness of

brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s sprit level,

square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent checking during

the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected brick

work shall be kept not more than one meter over the rest of the work. Where this is not possible, the work shall

be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in wall shall

be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed 12 mm. The

face joints shall be raked out as directed by taking tools daily during the progress of work, when the mortar is still

green so as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping removed.

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a period

seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose

materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top of

concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for the foundation

bed, before foundation masonry is started. When puccas flooring is to be provided flush with the top to plinth, the

inside plinth offset shall be kept lower than the outside plinth top by the thickness of the flooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up to plinth.

The limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered, tapered

and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for embedding in

masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does

not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms. and

the bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for

concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,

throating and making Arches over the aperture be paid for separately.

The rate shall be for a unit of one cubic meter.

Half brick masonry in common brunt clay building bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

The rate shall be for a unit of Sq. Mt.

Extra for half brick masonry in super structure above plinth level upto floor two level (B) conventional

Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand shall

conform to M-6. Cement mortar shall conform to M-11.

Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No.

except the brick work of half bricks shall be carried out.

Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by volume.

All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall shall be

taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. The bricks

shall be laid with frogs upwards. A set of masons tools shall be maintained on work as required for frequent

Mode of measurement and payment:

The half brick masonry work in foundation and plinth shall be measured under this item, the limiting dimensions

shall not exceed those shown in the plan or as directed. Any work done extra over the specified dimensions shall

The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one Cm.

The rate shall be for a unit of Sq. Mt.

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of cement

mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid over and jointed with

grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc.

complete. (A) 25 mm thick (upto 10 ton)

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. Marble

stone slab 20 mm. thick.

Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and even

surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully in contact with

it. Chisel dressing shall also be done on top surface to remove any waviness. The sides and top surface to

granite slabs shall be machine polished and molding etc. complete before using. All angles and edges of slabs

shall be true square and free form chippings.

The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance shall be

15 mm. in length and breath.

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement mortar

1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item. Minimum

thickness at any place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness

shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before

laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted

and laid a side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or

depressions. The mortar shall then be allowed to harden it over this surface cement slurry of honey like

consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved shall be buttered with grey

cement. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly bedded

in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus cement on the

surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less 10 mm.

under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The finished

surface shall be true to level and slopes as directed.

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth shall be

measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra

shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at

different levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be

measured under flooring.

The rate shall be for a unit of one sq. metre.

Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo and pillars

laidon 10mm thick cement mortar 1:3 (1-Cement : 3coarse sand) and jointed with gray cement slurymixed

with pigment to match the shade of slabincluding rubbing and polishing etc. complete.

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. Marble

stone slab 20 mm. thick.

Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and even

surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully in contact with

it. Chisel dressing shall also be done on top surface to remove any waviness. The sides and top surface to

granite slabs shall be machine polished and molding etc. complete before using. All angles and edges of slabs

shall be true square and free form chippings.

The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance shall be

15 mm. in length and breath.

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement mortar

1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item. Minimum

thickness at any place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness

shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before

laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted

and laid a side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or

depressions. The mortar shall then be allowed to harden it over this surface cement slurry of honey like

consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved shall be buttered with grey

cement. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly bedded

in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus cement on the

surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less 10 mm.

under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The finished

surface shall be true to level and slopes as directed.

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth shall be

measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra

shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at

different levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be

measured under flooring.

The rate shall be for a unit of one sq. metre.

Labour Work for moulding the polish kota stone surface rate also including provding cutting and grinder

machine for molding work etc.complete as directed.

The rate shall be for a unit of one sq. metre.

Labour work for Polish kota stone surface rate also including providing cutting and grinder machine for

molding work etc comlete as directed

The rate shall be for a unit of one sq. metre.

Providing and laying white glazed tiles 6mm thick in flooring tread sofstep sand landing laid on abed of

12mm thick cement mortar 1:3 (1-cement:3-coarse sand) finishing with flush pointing in white cement.

Providing and laying White / Colour glazed tiles 6 mm. thick in skirting, risers of steps and dedo on

mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) and jointed with white cement slurry.

Providing and laying coloured glazed tiles of the size 300mm x 200 mmx 8mm/ 300mm x 450mm x 8mm in

skirting, riser sof steps and dedo on 10mm. thick cement plaster 1:3 (1cement :3coarse sand) & jointed

with white cement slurry.

Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and landing laid on a bed of

10mm thick cement mortar 1:3 (1-cement : 3- coarse sand ) finishing with flush pointing in white cement

Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and size as

specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line, level and

plumb. The surface shall be thoroughly wetted before commencing the laying work. Thereafter about 10 mm.

thick backing of cement mortar in specified proportion shall be applied on the surface in true like and level

generally as per specifications of plaster item.

Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the glazed

tiles shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be done only after

the flooring is competed. Any pipes coming out of the wall through the dedo or skirting shall only beat at the

intersections of the horizontal and vertical joints. The tiles shall not have staggered joints. The joints shall be true

to entire line both ways and vertical joints shall be in line with joints of flooring. Tiles shall be fixed as close as

possible to the adjoining tiles and any difference in the thickness of the glazed tiles shall be evened out in the

cement paste so that all the tiles faces are set in conformly with one another. The skirting shall project uniformly

and not more than 6 mm. thickness beyond the finished surface above. Top of skirting of dedo shall be truly

horizontal. The rises of steps, skirting or dedo shall rest on top of treads of flooring wherever required. The tiles

shall be cut (sawn) and thin edges smoothened before use.

Curing : Curing shall be done for 7 days continuously.

Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface. In

case of skirting only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and cement

tilesThe white glazed tiles shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The mortar shall

have sufficient plasticity for laying and there shall be no hard lumps that would interfere with the evenness of

bedding the base shall be cleared with well wetted. The mortar shall then be spread in thickness not less than

mm at any place and average 12 mm thickness. The proportion of the cement mortar shall be as specified in the

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at

Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed. The

edges of the tiles be smeared with neat cement slurry. The tiles shall be well pressed and gently tapped with a

wooden mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed

or joints. The joints between the tiles shall be as thin as possible in straight line or as per pattern.

The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The Nehni trap

coming in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where

full size tiles cannot be fixed, they shall be cut (swan0 to be required size and the edges rubbed smooth to

ensure straight and true joints. The joints shall be filled with grey cement grout with wire brush of trowel to a

depth of 5 mm. and loose material removed. White cement shall be used for pointing the joints., After fixing the

tile finally in an even the flooring shall be kept wet and allowed to nature undisturbed for 7 days.

The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once

the floor has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures

shall be taken to ensure that the tiles are not damaged inany way till the completion of the construction.

Mode of measurement & payment

The work done shall be measured in sq. mt. For visible area of work done, The length and width of the

flooring shall be measured not between the faces of skirting or dedos or plastered face of wall as the case may

be. The paving under dedo or skirting shall not be measured. No deduction shall be made not extra paid for any

opening in the floor of area upto 0.1 sq. mt. Nothing extra shall be paid for laying the floors at different levels in

the same rooms.

The rate shall be for a unit of one sq. metre.

Providing and laying marble stone slab flooring over 20 mm. (Average) base of cement mortar 1:6 (1

cement: 6 coarse sand) or L.M. 1:1.5 laid and jointed with grey cement slurry including rubbing and

polishing complete: (A) Marble slab 20 mm. thick.

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. Marble

stone slab 20 mm. thick.

Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and even

surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully in contact with

it. Chisel dressing shall also be done on top surface to remove any waviness. The sides and top surface to

granite slabs shall be machine polished and molding etc. complete before using. All angles and edges of slabs

shall be true square and free form chippings.

The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance shall be

15 mm. in length and breath.

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement mortar

1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item. Minimum

thickness at any place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness

shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before

laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted

and laid a side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or

depressions. The mortar shall then be allowed to harden it over this surface cement slurry of honey like

consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved shall be buttered with grey

cement. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly bedded

in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus cement on the

surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less 10 mm.

under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The finished

surface shall be true to level and slopes as directed.

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth shall be

measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra

shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at

different levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be

measured under flooring.

The rate shall be for a unit of one sq. metre.

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of steps and landing laid

on a bed of 12mm thick cement mortar 1:3 (1- cement : 3-coarse sand ) finishing with flush pointing in

Providing and laying Vitrified tiles 8 to 10mm thick,in skrting risers of steps and dedo on 10mm thick

cement plaster1:3(1-cement:3-coarsesand)and jointed with white cement slurry

Providing and Laying 36" x 36" vitrified 8 mm th.anti skid tiles of "RAK","Bell" or equivalent make as approved by

consultants flooring/skirting over 20 mm thick cement mortar 1:6 (1 cement : 6 coarse sand) on new surface &

jointed with colour cement slurry incl.with flush pointing & cleaning the surface etc.comp

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. vetrified

tiles of 24" x 24" , 8 mm th.anti skid tiles. "RAK","Bell" or equivalent make

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement mortar

1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item. Minimum

thickness at any place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness

shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before

laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted

and laid a side. The top surface of the mortar shall then be corrected by adding fresh mortar at hollows, or

depressions. The mortar shall then be allowed to harden it over this surface cement slurry of honey like

consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved shall be buttered with grey

cement. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly bedded

in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus cement on the

surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less 10 mm.

under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The finished

surface shall be true to level and slopes as directed.

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

flooring with various kinds of floors shall measured in sq. metre. The length and breadth shall be measured

between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra shall be paid

for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at different

levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be measured under

The rate shall be for a unit of one sq. metre

Providing & Laying 18 mm thick Mirror polish granite flooring for counter , stair -riser , tread , skirting

dedo etc. machine cut or chiselled on bed of cement mortar 1:1 pointing with neat cement slurry incl.

moulding etc. comp. as per instruction of engineer in charge.

Providing & Laying 18 mm thick Mirror polish granite flooring for counter , stair -riser , tread , skirting , dedo etc.

machine cut or chiselled on bed of cement mortar 1:1 pointing with neat cement slurry incl. moulding etc. comp.

as per instruction of engineer in charge.

Mode measurements & payment :

flooring with various kinds of floors shall measured in sq. metre. The length and breadth shall be measured

between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra shall be paid

for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at different

levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be measured under

The rate shall be for a unit of one sq. metre

P/F grouting with epoxy branded material filling with groove cutting of 2 to 3 mm in tiles flooring and

cladding work etc. comp. by as per engineer incharg.

The rate shall be for a unit of one sq. metre

Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm broken pieces of

glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement including rounding off junctions and extending them upto 15 cm

along the wall,clearing with water and oxalic acid etc. as directed.

Providing and laying China Mosaic finishing over flat or curved surface, including laying to approved patterns,

with precies leveling and setting curvatures with necessary tools and templates, using white/coloured broken

ceramic tile chips, set in pigmented cement mortar 1:4, as directed, finishing in line, level and to required slope,

flushing with appropriate pigimented cement grout, curing and finishing with mild acid wash etc. complete.

(1) China Chips in required colours specially broken from full tiles in required size

(2) Cement (3) Sand (4) White Cement (5) Steiner

Before laying a final layer of China Chips prepare the surface to the required slope and level with a

backing coat in C.M (1:3). While laying a backing coat, spread a layer of thick cement slurry and scrub the same

vigorously to seal all pores in concrete below.

For the required designs prepare templates for different patterns from steel flats or plywood and mark out total

design on the designated area. Estimate the quantity of Chips of different colous and ensure its uninterrupted

supply before starting the work. Lay the chips flat on the bedding coat and fix tightly be light hammering. Remove

grey cement from the joints by scrapping before final set of cement.