Repair work in the Court Building, Swimming Pool and other municipal Building in Maninagar WardSouth Zone

Name of Work:- Repair work in the Court Building, Swimming Pool and other municipal

Building in Maninagar Ward , South Zone

Sr.No Oty. Item Description Rate Unit Amt.Rs.

Excavation for foundation up to1.5 m depth including

sorting out and stacking of useful materials and

disposing of theexcavated stuff upto 50 Meter

lead.(A) Loose or soft soil (R & B S.O.R 2023-24 I.no.

Item Code 04001A)

10 Upto 1.5 mt Depth 115.92 Cmt

5 1.5 to 3.0 mt.depth 158.4 Cmt

Filling available excavated earth (excluding rock) in

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

exceeding 20 cm. in depth consolidation each

deposited layer by ramming and watering.

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

3 12 and Plinth. 2492.51 Cmt

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

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

Providing and laying cement concrete 1:3:6 (1-

Cement:3-coarse sand:6-crushed stone aggregates

20mm nominal size) and curing complete including cost

of formwork in (A) wall caps/coping

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.

Foundations, footings, base or columns and mass

a 2 concrete 3923.53 Cmt

Slabs, landing, shelves, balconies, lintels, beams,

b 1 girders and cantilivers upto floor two level 4012.47 Cmt

Independent piers, columns, and pillars, upto floor two

c 2 level 3661.3 Cmt

Provdg. & laying cement concrete 1:2:4 (1 cement :

coarse sand : 4 graded stone aggregates 20 mm nominal

size) for reinforced concrete chhajjas not

exceeding 10 cm. thickness upto floors two level

2 including finishing the exposed surfaces with 6487.07 Cu.M.

cement mortar 1:3 (1 cement : 3 find sand) to give a

smooth and even surface centering and form work

8 and curing complete excluding cost of reinforcement.

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:

Foundations, footings, base of columns, and mass

(A) 1 concrete. 3977.88 Cu.M.

Walls from top of foundations /level up to floor Two level.

Slabs,landing,shelves,Balconies Lintels, Beams, Girders

(C) 1 and Cantilever upto floor 4460.36 Cu.M.

(D) 1 Columns, pillars, posts, and struts, up to floor two level. 4558.2 Cu.M.

(E) 1 Staircase up to floor two level. (excluding landing) 5418.91 Cu.M.

(K) 1 Vertical and horizontal fins up to floor two level. 4701.97 Cu.M.

Providing and Laying ordinary cement concrete

1:2:4 (1-Cement 2-coarsesand: 4-graded stone

aggregates 20 mm nominal size) and finishing smooth

with curing etc. complete including the cost of form work

but excluding the cost of reinforsement for R.C.C work

in (iv) Slabs having more than 13 cm and upto

Providing and Laying ordinary cement concrete

1:2:4 (1-Cement 2-coarsesand: 4-graded stone

aggregates 20 mm nominal size) and finishing smooth

with curing etc. complete including the cost of form work

but excluding the cost of reinforsement for R.C.C work

in (iv) Slabs having more than 8 cm and upto

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)

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

2 B) Modular 4241.7 Cmt

Extra Rate for brickwork in Above Item for super

structure above plinth level upto floor two level (B)

a 5 (A) Conventional 272.25 Cmt

b 2 B) Modular 262.35 Cmt

C) above floor two level Item No. 2(6.13) (A) Modular

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

Conventional Per

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

Extra for half brick masonry in super structure

above plinth level upto floor two level (B)

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 4 M & removal of the same for in

situ reinforced or plain concrete work upto floor four

Foundation, footings, bases of columns etc. and mass

a 2 concrete. 171.68 Smt

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

Landings and the like. (1) Floors etc. upto 200 mm in

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

slabs Landings and the like. (2) Floors etc. above 200mm

Vertical surface such as walls (any thickness) partitions

and the like including attached buttresses & string course

(ii) Sides And Soffits Of Beam, Haunchings

Cantilevers, Girders, Bressumers And Lintels Not

Exceeding 1 M In Depth.

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

f 2 Rectangular Polygonal in plan. 297.68 Smt

g 2 (2) Circular or curved in plan. 422.1 Smt

(H) (2) Sides and soffits of Beams Beam Haunchings

canti-levers Girders Bressumers and Lintels exceeding

Providing and fixing 35 mm thick panelled, glazed or

panelled and glazed shutters for Doors windows and clear

story windows including anodised alluminium But

hinges with necessary screws and indian teak wood

a 2 (A) Plywood sheet panels. 3459.09 Smt

b 1 (B) Particle board panels 3464.51 Smt

c 1 (C)Hard board panels. 3433.65 Smt

d 1 (D) Asbestos sheet panels. 3406.53 Smt

Providing and fixing 25 mm thick shutters for cup

boards etc. including black enamelled M.S. butt

hinges with necessary screws.(A) Indian teak wood.

(i) Fully Panelled.

Providing and fixing 25 mm thick shutters for cupboards

etc. including anodised alluminiu butt hinges with

necessary screws. (A) Indian teak wood. (ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for cupboards

etc. including anodised alluminiu butt hinges with

necessary screws. (A) Indian teak wood. (ii) Partly

panelled and partl glazed.

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.

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

cm. x 7 cm. size including 3 coats of oil painting to

wood work etc.complete.

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

cm.x7 cm. size including 3 coats of oil painting to

wood work etc.complete.with wooden louvers plank

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including

primer coat of approved quality and two coats of oil

painting etc, complete.(ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including black

enamelled iron oxidixed fixtures and fastenings

including primer coat of approved quality and two coats

of oil painting etc, complete.(ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian teak

wood frames 10 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer coat

of approved quality and two coats of oil painting etc,

complete. (iii) Partly panelled and partly glazed.

Providing and fixing 30 mm thick FACTORY MADE

SOLID PANEL PVC DOOR SHUTTER consisting of

frame made out of M.S.tubes of 19 gauge thickness and

size of 19 mm x 19 mm for stiles and 15 mm x 15 mm for

top and bottom rails.M.S. frames hall have a coat of

steel primers of approved make and manufacture, M.S.

frames hall be covered with 5 mm thick heat moulded

PVC ‘C’ channel of size 30 x 50 mm formings tiles,

and 5 mm thick 75 mm wide PVC sheets for to prail, lock

rail and bottom rail on either side, and 10 mm (5 mm x 2)

thick, 20 mm wide cross PVC sheet as gap insert for top

rail and bottom rail, Panelling of 5 stiles and rails with

30 mm wide x 5 mm thick PVC sheet beading on

eighter side, and joined together with solventcement

adhesive,. An additional 5 mm thick PVC strip of 20 mm

width is to be stculkon the interiors side of the ‘c’

channel using PVC solvent cement adhesive

etc. complete as per direction of Engineer

24 2 incharge, manufacture’s specification and drawing. 1135.02 Smt

Providing and fixing in position collapsible steel

shutters with vertical channels 20 x 10 x 2 mm

braced with flat iron diagonal 20 x 5 mm size with top

and bottom rails T iron 40 x 40 x 6 mm with 38 mm dia

steel pulleys complete with bolts, nuts, locking

arrangements, stoppers, handles, including a priming

coat of red lead paint & approved make.

Providing and fixing 1 mm thick M.S. sheet sliding

shutters with frame and diagonal braces of 40x40x6

mm angle iron, 3.15 mm M.S.gusset plates at Junctions

and corners 25 mm dia. pulley, 40x40x6 mm

angle and T-iron guide rail at top and bottom

respactively with handles, stoppers and locking

agangement etc, including applying a priming coat of

red lead paint.

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 (1.37kg/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.(N.S.)

Providing and fixing extruded aluminum window having

extruded aluminum Colour r Powder Coated section frame

main outer size 127mm x 38.10mm x 1.35mm ,@

Wt.1.384 Kg/mt,horizontal Four track member size

Kg/mt,vertical member of size 122.20mm x 31.75mm x

1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of

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

0.456Kg/mt,vertical member of size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick

transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc

28 1 complete for window. 2119.14 Sq. M.

Providing & Fixing in position Alluminium vents

with frame using approved anodised extruded

alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent Approved

Rate)Frame section of 63.50 x 38.50 mm. (wt.

0.68Kg/Rmt) incl. Providing & Installing 5 mmthick

approved color Acrylic sheet of standard quality

Providing and fixing standared extruded of

alluminium section of size 63 mmx38.10 mmx1.2

mm (Jindal Section:2434, or equivalent @ Wt.0.643

Kg/mt) with colour anodized alluminium frame

for ventilation with 5 mm thick frosted glass as details

etc complete for Ventilation

Providing and fixing standared extruded of alluminium

section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg /

Rmt with colour Powder Coated alluminium frame with

mm thick transparent bronze colour tinted float glass as

details etc complete for Fix Partition

Providing and laying 40 mm thick marble chips

flooring rubbed and polished (I.E.terrazo) to granolithic

finish with under layer 30 mm thick cement concrete1:2:4

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

10 mm and down gauge) and to player 10 mm thick

with white, black or white and blak marble cihps of

required sizes from 1 mm to 4 mm nominal size laid in

cement marble powder mix 3:1 (3- Cement:1-Marble

powder by weight) in proportion of 4:7 (4-

Cement: 7-marble chips by volume) (C)

Medium Shade pigment with approx 50% white

cement and 50% ordinary cement (In top layer only)

Providing and laying marble chips skirting (Terrazo) or

dedo rubbed, and polished to Granolithic finish to player

6 mm white, black or white and black marble chips

of size from smallest to 4 mm nominal size laid in

cement marble powder mix 3:1 (3-Cement:

marble powder by weight) in proportion of 4:7 (4-cement

marble powder mix: 7-marble chips by volume) (B) Light

shade pigment with white cement (In top layer only)

Providing and laying white glazed tiles 6mm thick 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

Providing and laying Ceramic tiles 6 mm thick in

flooring treads of steps and landing laid on a bed of

mm thick cement mortar 1:3 (1- cement :3-coarses and)

finishing with flush pointing in white cement.

Providing & Fixing 20 mm thick Mirror Polished

Decorative Granite Board with Computerised Golden

Letters Discription as per instructions of engg.

in charge to M.S. frame structure for

Inaugaration & Public Handover Function (N.S.)

Providing and laying Vitrified tiles 8 to 10 mm thick,

36''x36'' in flooring treads of steps and landing laid on a

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

cement:3-coarses and) finishing with flush pointing

inwhite cement.

Providing and laying Vitrified tiles 8 to 10 mm thick,

24''x24'' in skrting risers of steps and dedo on 10 mm thick

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

and jointed with white cement slurry

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

skrting risers of steps and dedo on 10 mm thick cement

plaster 1:3 (1-cement:3- coarse sand) and jointed

with white cement slurry

Providing and laying 24" x 24" vitrified Tiles

to 10 mm th. Double Charged gloosy/ Matt of

Approved make as approved by Adl.C.E. / consultants

in flooring 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.

Providing and laying 24" x 24" vitrified 8 to

mm th.Double Charged Gloosy / Matt tiles of

Approved make as Approved by Adl.C.E. / Consultants

for upto 10 cm high skirting as approved by Engineer

in charge over 10 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.

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

Providing and laying marble stone slab flooring over

20mm (average)base of cement mortar 1:6 (1-cement :

coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse

sand) laid and jointed with gray cement slurry including

rubbing and polishing complete. (A) Marble slab 25mm

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 laid over

and jointed with grey cement slurry including

rubbing and polishing etc.complete. (B) 30 mm

Providing and laying polished kota stone slab 25 mm thick

in risers of steps, skirting Dedo and pillars laid on 10 mm

thick cement mortar 1:3 (1-Cement :3 coarses and)

and jointed with gray cement slury mixed with

pigment to match the shade of slab including

rubbing and polishing etc.complete.

Providing and laying cement concrete flooring

1:2:4 (1-cement: 2-coarses and:4-graded stone

aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (A)

Providing and laying cement concrete flooring

1:2:4 (1-cement: 2-coarse sand:4-graded stone

aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50mm

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 up to15 cm along the

wall, clearing with water and oxalic acid etc.as

Providing and laying coloured glazed tiles of

the size 300 mmx200 mmx8 mm/300 mmx450

mmx8 mm in skirting, risers of steps and dedo on

10 mm. thick cement plaster 1:3 (1cement: 3 coarse

sand) & jointed with white cement slurry.

Providing ridges or hips 600 mm overall in plain G.I.

sheet class-3 fixed with G.I. J or L Hooks and nuts

mm dia G.I. Limpet and bitumen washer complete. (1)

0.80 mm thick sheet.

Providing and fixing 150 mm wide 450 mm over all semi

circular plain G.I.sheet class-3 gutter with Iron brackets

40 mmx3 mm size Bolts, Nuts, washers etc.

including making necessary connection with rain water

pipes. (i) 0.80 mm thick Sheet.

Providing and fixing five courses water profing

treatment with bitumen felt consisting of second and

fourth course of blown/ bitumen or/and residual

bitumen applied hot at 1.2 kg.per Sq.M.of area for

each course and first course with fibre base

bitunen saturated under lay type land third course with

fibre base self finished felt type 2 grade 1 and fifth and

final course of stone grit 6 mm and down size or pea

sizes gravel spread at

Cu.Metre/Sq.metre preparation of surface excluding

grading complete.

Providing and fixing on wall face C.I. Rain water pipe

including filling the joints with spun yarn soaked in neat

cement slurry and cement mortar 1:2(1- Cement :

2-fine sand) (A) 75 mm dia.

Providing 15 mm thick cement plaster in single coat

on Rough (Similar) side of single or half brick walls for

interior plastering up to floor two level and finished

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

Providing 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 finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete.

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.

Removing dry or oil bound distemper by a

washing and scraping and sand papering the wall

surface smooth including necessary repairs to

scratches complete.

Distempering with dry distemper of approved brand and

manufacture (two coats) and of required shade on wall

surfaces of given an even shade, over and including

a priming coat of whiting after thoroughly

brooming the surface free from mortar dropping and

other foreign matter.

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

Extra Coat for Above Item over above for every

subsequent coat of approved brand and manufacture.

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.

Extra over item for every sub sequent coat of wall

62 5 painting with plastic emulsion paint of approved brand 33.39 Sqm

Extra over item for painting with plastic emulsion paint of

62 a 5 approved brand on ceilings and sloping roofs. 5.36 smt

Extra over item for painting with plastic emulsion paint of

63 5 approved brand on ceilings and sloping roofs. 34.34 Sqm

Painting two coats (excluding priming coat) on new

steel and other metal surface with enamel paint,

brushing, interior to give an even shade including

cleaning the surface an even shade including cleaning

the surface of all dirt, dust and other foreign matter.

Painting one coats (excluding priming coat) on

previously painted steel and other metal surface with

enamel paint, brushing to give an even shade including

cleaning the surface of all dirt, dust and other foreign

66 2 Extra over item for every sub sequent coat of paint. 50.4 Sqm

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 surfaceofalldirt,dust and other foreign matter.

Painting one coats (excluding priming coat) on

previously printed 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.

Extra over Above item for every sub sequent coat of

69 5 paint. 43.47 Sqm

Painting two coats (excluding priming coat) on

external surface of new rain water, soil, waste and vent

pipes and fittings with ready mixed bituminous

brushing, black, anti corrosive to give an even shade

including cleaning of all dirt, dustand other foreign

matter.(75 mm dia)

Painting two coats (excluding priming coat) on

external surface of new rain water, soil, waste and vent

pipes and fittings with ready mixed bituminous

brushing, black, anti corrosive to give an even shade

including cleaning of all dirt, dust and other foreign

matter.(100 mm dia)

Painting two coats (excluding priming coat) on new

wood and wood based surface with enamel paint,

interior to give an even shade including cleaning

the surface of all dirt, dust and other foreign matter

sand papering and stopping. (a) Ready mixed paint

brushing wood primier pink.

Painting one coats (excluding priming coat) on

previously painted wood and wood based surface with

enamel paint, to give an even shade including cleaning the

of all dirt, dust and other foreign matter.(b) Ready mixed

paintbrushing priming for enamel

Extra over Above item for every sub sequent coat of

74 20 paint. 24.26 Sqm

Painting two coats (excluding priming coat) on new

wood and wood based surface with ready mixed

paint, brushing, oil, gloss, semi gloss to give and even

shade including cleaning of all dust, dirt and other

foreign matters and papering and stopping.

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

Applying two coats of Birla (white cement based)

or Asian (acryliclapy-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

Painting one coats (excluding priming coat) on previously

painted wood and wood based surface with enamel paint,

to give an even shade including

cleaning the of all dirt, dust and other foreign matter.

Writing letter or figures on any surface with black

japan paint (stops, comas, hyphens and the like not to

be measured and paid for separately) (i) per

Block (Letters/Figures) (Per 10 Letter pet CM.HT) letter

Demolition including stacking of serviceable materilas

and disposal of unserviceable materials with all lead and

lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including

stacking of serviceable materil as and disposalof

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

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.

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.

Dismentling steel work including distempering and

84 5 stacking the materials with all lead and lift. 2.42 Kg.

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.

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including chowkhats

architraves,hold fasts and other attachment etc.

complete and stacking the material with in all lead

and lift.(ii) Exceeding 3 Sq.M.in area.

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

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)

Dismantling santtary fittings like wash basin . W.C.

pan Indian and Europe an type, flushing tank etc.

including stacking the materials with all lead and lift

Scraping oil paint from steel and other metal surface

and making the surface even (with Hand

Removing and scraping of old deteriorated plaster

of any thickness from wall / R.C.C member

including stacking of serviceable material and

disposal of unserviceable from site of work with all lead

Providing and fixing M.S. fan clamps of shape

and size as specified in existing R.C.C. slab including

cutting chase and making good.

Cutting out cracks of roof terrace to V-section, cleaning

out, wetting, grouting with cement and sand slurry 1:3

(1-cement 3-sand )

Cutting out cracks roof terrace to V-Section cleaning

out and filling solidly with a hot mixture of

bitumen and clean dry sand (1:1 by weight)

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.(N.S.)

Providing & Fixing in position Fully Panelled / Partly

Panelled Partly Glazed / Fully Glazed 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 vertical & top section

Shutter bottom section at 114.3 x44.45mm at (

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.

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.

Providing & Fixing in position Alluminium vents

with frame using approved anodised extruded

alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent Frame section

of 63.50 x 38.50 mm. (wt.0.68 Kg/Rmt) incl.

Providing & Installing 5 mm thick Glass of

standard quality etc. comp.

Providing and fixing of Ridge flashing for roof

panel shall be made out of 0.5 mm thick pre

coated GI sheet. The Pre coatedsheet shall be of

minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

120 gsm as per IS:277:1992, 5-7 microns epoxy

primer on both side of the sheet and polyester top coat

15-18 micron. The PP GI Sheet shall have plastic

protective guard film of minimum 25 microns to avoid

scratches during transportation. The ridge shall be

fixed to the steel members by poprivetor self

drilling/self stitching fastners @ maximum 450mm c/c

along length of capping/flashing etc complete .

Supplying and fixing vinyl flooring over the surface

having 1-2 mm thickness as per directed by

engineer incharge etc as completed (N.S.)

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

consultants. Use underlay for better result as per

Detail specifications and directed by the project

consultants. (N.S.) Approved Rate )

Providing and fixing 1.20 Metre high fencing with

2.0 Metre long M.S. Angle posts 40 mm x 40 mm x

mm and oil painting 3 coats fixed at 2.5 Mt, C/c.

with five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting 9.38 Kg. per

100 Metre, strained and fixed to posts with G.I, staples

including fixing the posts in ground with 0.5 M x 0.5.M

x 0.5 M. block in C.C 1:5:10 etc complete.

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. (N.S.)

Constructing a sink (chowkedi) with C.C. 1:2:4,

cm. thick over B.B. masonry in C.M, (1:6) in front and

dwarf wall 1.0 Mt. high and 23 cm. thick cement

plaster to masonry / in C.M.1:3) and cement concrete

flooring in 1:2:4: mix 5cm.dia.drain pipe etc.complete.

Constructing a cooking platform 60 cm. width and

cm high resting on B.B. Masonry walls 23 cm. thick in

C.M. (1:6) with (i) Fixing or precast R.C.C. 1:2:4)

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

mm thick terrazo) with plastering on exposed faces

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

Extra rate for using Ready Mix Concrete of any

grade for below ground level to vertical upto any floor

with delivery & suction Pipe & Pump etc. The rate

includes fule, pump operator, skilled labor, driver etc

completed and as per direction of engineer in charge

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 incharge.

Carrying out timber treatment to all wood work including

drilling holes and spraying oil based chemical solution on

surface of timber work for termite control including labor

and material etc. complete. Using Chlorpyriphos20 EC as

per 6313 2013 Part III (1% concentration by mass) is

recommended one litre chemical emulsion diluted with

liters of kerosene. Total diluted concentration will be

liters inclusive of 1 liter chemical emulsion application in

drilled holes and 0.75 / Litre chemical per one Sqmt two

108 1 coat on wood surface not protected by paint or varnish. 54.98 Smt

Applying general insecticide pest control treatment to

floors, cupboards etc including labour materials etc.

complete. Using Imidacloprid 30.5 SCas Per IS 6313 part -

II( (0.075% concentration by mass) is recommended

10.5ml chemical diluted with 5 liters of water application

0.5 litre chemical /Sqm of

surface is recommended as per I.S.

Carring out plinth treatment to post construction / existing

structure by spraying chemical solution for termite

control treatment including labour and material consist

ment with I.S. specification. Using Chlordene and

Chior purfiles 20 EC. As Per 6131_paret-II

Consentration Weight on percentis recommended i.e one

litre 20 EC chemical emulsion with 19 liter give 1%

concrentration inclusive of one litre chemical

emulsion appication attherate of 5 Litre chemical /

110 10 Sqm of surface is recommended as per I.S 104.9 Smt

Carrying out wall treatment for termite control including

spraying with chemical solution in oil base including

labour and material Using Chlorpyriphos 20 ECAs per IS

6313 part - II (1% concentration by mass) is recommended

i.e one litre chemical

emulsion diluted with 19 liter oil base. Total solution will

be 20 liters inclusive of one liter chemical emulsion

application at the rate of 7.5 litre chemical / Sqm of surface

is recommended as per I.S.S

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.

Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade) of

the following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor.

2 (F) 50mm 779.6 Rmt

Providing and laying in trenches galvanised mild

steel tubes (Midium grade) of the following

nominal bore, and tube fitting (Earth work in

trenches to be measured and paid for separately)

Making connection of galvanised Mild steel distribution

branch with galvanised mild steel main 50 mm to

mm nominal bore by providing and fixing tee

including cutting and threading the pipes complete.

Providing and fixing to wall ceiling and floor

Kg.F/Cm2 working pressure poluthene pipes of the

following out side Dia. Low densidy, complete

with special falnge compression type fittings,wall

clips etc.including making good the wall ceiling and

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression type

fittings, wall clips etc. including making good the

wall ceiling and floor.

Providing and fixing cast iron (Spun) Nahni trap

of the following nominal diameter of self cleaning

design with C.I. screaed down or higned grating

including cost of cutting and making good the walls and

floor 100 mm inlet and 50 mm outlet.(C)100mm dia.

Providing and fixing water closet squatting Pan

(Indian type W.C.Pan) size 580 mm (Earth work,

bed concrete, foot rest and trap to be measured and

paid for separately) (A) Vitreous China. (I)Long pattern

Provdg. & fixing wall mounted White / Color

Vitreous China European water closet with

integral P trap of "Cera" - Clair Series or equivalent

incl. seat cover , Chair Bracket etc. complete as per

direction of engg. In charge.(N.S.)

Providing and fixing wsh down water closet

(Europe an type, W.C.Pan) with integral P or S trap

including jointing the trap with soil pipe in Cement

Mortar1:1 (1- Cement:1-fine sand) (Seal and cover to

be measured and paid forseparately) (A) vitreous

China Pattern :(i) in white colour

Provdg. & Fixing Flat Back Large Urinal of White/

colour of "Cera" or " Hindware" incl. C.P. Brass waste

coupline , waste pipe, pvcconnection etc.

Complete.( size 635 x395x420 mm )

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

series or equivalent standard make as approved by

engg. in charge all complete. (N.S.)

Providing and fixing 100 mm size P or S trap for

water closet squatting pan including jointing the trap

with the pan and soil pipe in cement Mortar1:1 (1-

Cement : 1-Fine sand)(A) Vitreous China.

Providing and fixing wash basin with single hole for

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

including sutting holes and making good the same

but excluding fittings. (A) Vitreous China: (ii) Flat Back

wash basin 550 mm x v 400 mm size.(i) In white colour.

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. © Vitreous China Sink. (i) 600 mm x 450 mmx

Providing and fixing 600 mm x 450 mm bevelled edge

mirrror of superior glass mounted on 6 mm thick A.C.

sheet or ply wood sheet and fixing to wooden pluge

with C.P. brass screws and washers.

Providing and fixing chromium plated brass halftrun flush

cock of approved quality including fixing in pipe line etc.

Provdg. & fixing White / Color Vitreous china

Counter wash basin with signle hole for pillar tap of

"Cera " - Concord series of 550 x425 mm size to be

fiited in stone counter with necessary brackets painted

white incl. cutting holes and making good the same

.Cost Includes P/F C.P. brass waste coupline, 32 mm

dia fisher union ,15 mm dia. Pillar cock & Angle cock

of " Ess Ess"- Trend series ,32 mm dia. Waste pipe

etc. complete as per dir. of engg. in charge.

Providing and fixing washbasin with single holefor pillar

tap with C.I. or M.S. brackets painted white including

sutting holes and making goodthe same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v400mm size. (i) In white colour.

Providing & Fixing S.S.304 Grade Sink of Nirali /

Krishna or Equivalent Make for Kitchen Platform

of size : 24":x18" as per Direction of engg. In charge

Providing and fixing C.P. brass towel rail comlete

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

C.P. brass scews.(B) 600mm x 20mm size.

Providing and fixing 600 mmx120 mm glass shelf

with C.P. brass bracket and guard rail complete mixed

to wooden plug with C.P.brass screws.

134 1 Providing and fixing toilet paper holder. (A) C.P.Brass 414.53 Each

Providing and fixing screw down bib taps of following

size. (A) Brass screw down bib tap polished bright.

5 (i) 15mm dia. 184.98 Each

5 (ii) 20mm dia. 212.68 Each

Providing and fixing screw down bib taps of following

136 size. (B) Brass chromium plated screws down Bib Tap.

5 (i) 15mm dia. 184.98 Each

5 (ii) 20mm dia. 212.68 Each

Providing and fixing screw down bib taps of following

137 size. © Gun metal screw down bib tap.

5 (i) 15mm dia. 157.29 Each

5 (ii) 20mm dia. 176.09 Each

Providing and fixing pillar tap, capstan head, screw

down high pressure with screws, shanks and back nuts.

5 (i) 15mm dia. 305.67 Each

5 (ii) 20mm dia. 351.18 Each

Providing and fixing Gun metal check or non-return

139 fullway wheel valve.

5 (i) 15mm dia. 184.98 Each

5 (ii) 20mm dia. 201.8 Each

5 (III) 25 MM DIA 416.47 Each

5 (E) 40mm dia 656.86 Each

Providing and fixing chromium plated brass half trun

flush cock of approved quality including fixing in pipe line

10 (i) 20mm dia. 252.26 Each

10 (ii) 25mm dia. 261.16 Each

10 (iii) 32mm dia. 273.03 Each

Providing and fixing Urinal or approved

quality including conecting the Urinal with waste

pipe , tap etc.complete. (A) White earthen ware flat

back or corner type size 430mm x 260mm x

Providing and fixing Urinal of approved

quality including connection with trap and with

integral longitudinal flush pipe. (A) Squating plate

pattern white earthen ware 550mm x 300mm.

Providing and fixing chromium plated, bottle trap

with necessary couplings of approved quality for wash

Providing and fixing ball cock ofapproved quality as

144 5 directed. (A) Copper Metal (i) 25mm dia. 131.57 Each

Providing and fixing ball cock of approved quality as

145 5 directed. (B)Abonite (i) 25mm dia. 101.89 Each

Filling with good Quality thor as and where

directed by the Architect / Engineer-in-charge, in

sunk in layers of 15 cm. thickness, including watering,

ramming well etc. complete, as directed by the

Architect / Engineer-in-charge .

Providing laying and jointing in true line and level 15 mm

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

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with solvent, including cost of all

materials.adhesive

Providing laying and jointing in true line and level 25 mm

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

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX orequivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

Providing laying and jointing in true line and level 32 mm

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

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

Providing laying and jointing in true line and level 40 mm

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

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

Providing laying and jointing in true line and level 50 mm

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

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

Providing in line level plumb, fabricating and

fixing three row horizontal barbed wire fencing and

punched tape concertina coil of 9 turns per meter of

610 mm dia fixed with clips on top of the angle iron

posts. The punched tape concertina coil having sharp

barbs at every 25 mm spacing shall be 0.5 mm thick

and 19 mm width and weighting 13 kg/100 mt. (Average)

as per manufacture's specification. The rate shall

also include providing and fixing 1.20 mt.total long

MS angle 40 x 40 x 6 mm @3.00 mt.c/c spacing

embaded in RCC column, angle posts shall be painted

with one coats of red oxide and two coats of enamel

paint of approved quality at top compound wall.

Fixing sun film for protection sunlight in black or any

152 15 colour as as directd by engineer In Charge.(Market rate) 850 Smt

Providing & Fixing 3 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 of16 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.

Providing 2 mm thick F.R.P. Gutter with necessary M.S.

154 5 Supporting Brackets. (N.S.) 400 Rmt

Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type work &

also during unavoidable condition as per instruction of

engg. in charge, rate includes all nece. shifting, fuel and

operating charges and stacking of useful & non-useful

materials separately up to store. (No payment should be

allowed for non working condition of machinery and for

pipe line excavation and laying work)

Hiring charges for Tractor with Trolley, Considering

156 3 hrs.as Working day hours incl.dirver 2,104.09 No.

Roller Blind Providing and fixing Roller Blind

curtain fixed on window level on wooden batten

and curtain lift with cotton thin rope, make of

aerolax or equivalent design and colour as per

instruction by engineer – in – Charge with necessary

hardware fitting, material and labour etc complete.

Providing & Fixing Door closer - complete of Approved

make to wooden / Aluminium Doors as per direction of

engg. In charge.

Providing and fixiing M.S. Fan clamps type 1 of 16 mm

dia M.S. bar bent to shape with hooked ends of R.C.C.

slabs during laying incl. painting the exposed protion of

loops, all as per standard design complete.

Providing cement vata (10cm. x 10 cm. size) quarter round

in cement mortar 1:1 including neat cement finishing,

watering etc. complete.

Making Water connection from exi.Muni. Water line

Providing and applying fibere reinforced

cementitious micro concrete work in cellings

and beams incl.mixture of CEMSCREED

HM (F) fair mate company material, FBR bonding

agent material with water in suItable proportion

anti corrosive treatment on exposed beam,celling steel

bars with safeCore R incl.all kind of labour

etc.comp.including three coat of white

wash.(Approved Rate)

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

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

work including bending, binding and placing in position

complete up to floor two level

ProvidingTMTBarFE500/500Dreinforcement for

R.C.C.workincluding bending,binding and placing in

position complete upto floor two level placing in position

complete upto floor two level placing in position complete

upto floor two level

Providing and fixing 30mm thick solid both side prelam

PVC door shutter (sintex door-equivalent) with necessary

alluminium fitting with EL-7 section frame

CONVEYANCE CHARGES-FOR DIFFERENT TYPES

OF MATERIALS (A) lime murrum building rubbish earth

manure or sludge & execavated rock and rubbish [Lime

murrum building rubbish]

10 a) Lead up to 1 Km. 256.16 Cmt.

10 b) Lead From 1Km to 2 Km. 278.18 Cmt.

10 c) Lead From 2 Km to 3 Km. 296.43 Cmt.

10 d) Lead From 3 Km to 4 Km. 312.45 Cmt.

10 e) Lead From 4 Km to 5 Km. 326.73 Cmt.

Providing and laying polished granite stone slab 18 mm

thick in risers of steps, dedo and pllars laid on 10 mm thick

cement mortar 1:3 (1 cement:3 coarse sand) and jointed

with gray cement slurry including rubbing & polishing

Wall panelling with 12 mm MDF fixed to existing

alluminium framing and making grove as per design

and finished with royal plastic paint as per instruction of

engineer incharge. (N.S.)

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

consultants. Use underlay for better result as per

Detail specifications and directed by the project

consultants. (N.S.) (Approved Rate )

Applying two coats of Birla (whitecementbased)

or Asian (acryliclapy-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

Finishing wall with weather proof exterior emulsion paint

on wall surface (two coats) to give an required shape

evenshade after thoroughly brushing the surface to remove

all dirt, and remains of loose powdered materials.etc

170 156 complete 113.4 Sq.M.

Providing and fixing flush door shutters, solid core

construction with frame of first class hardwood with

cross board and face veneer or plywood face panels,

with both side 1 mm laminate finishing including

anodized aluminum butt hinges with necessary

screws. Decorative type and pine wood core

anodized minimum 3 no 150 mm long aluminum butt

hinges in flush door shutters with 2 no of brass

holdfast 325 mm long 1 no brass tower bolt 250 mm

long and two no of 150 mm long brass door handle .

Decorative both side laminated Flush door 35 mm thick.

with frame of 10 cm x 7 cmt Indian teak wood

frame including all necessary fitting fixtures

hardware screw and adhesive etc fixing up to all lead

and lift height up to 45 mtr from GL etc complete as per

direction of engineer in charge

P/M/F chainlink jali 8'x4' size as per details sketch &

instructionof engineer in charge same as lal darwaja garden

pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht.

fixed at 8'9" c/c in C.C 1:2:4 block of 9"x9"x9" size chain

link jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS

angle frame 8'x4' size with MS flat of size 25x3 mm

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

with MS flat as instruction given.The M.S pipe and the

M.S angle frame are to be painted one coat of primer and

two coats of paint as directed in line and level. (N.S)

Providing & Fixing masonary wall with porbandar lachiya

stone with well dressed grooveas per directed by engg.in

charge for foundation, plinth or super structure level

(above plinth level upto floor two level) in cement mortar

1:5 (1-cement : 5-fine sand) incl.pointing the joint with

white cement and yellow oxide powder in proportion to

match stone colour the joints should be thread grooved as

per exi. lake stone pitching apperance

(A) stone masonary wall/stone dressed single faced (size

1 (B) stone coping (size 15"x8"x4") 510 Rmt

1 (C) stone coping (size 15"x8"x9") 790 Rmt

1 (D) stone column (size 15"x15") 10,710.00 Cmt

1 (E) stone column top (size 20"x20"x9") 685 No.

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

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

mm nominal size black trap aggregate of Sevaliya/Timba

or equivalent quality for pre-cast blocks, reasonably

exposed finish/ formwork , mould with well equipped with

vibratory system for kerb stones of approved design

including curing, etc. complete, including the cost of

formwork etc. complete. The rate shall also include

20 necessary cutting of asphalt, fixing the Kerb stones in line 350.89 Rmt

and level on 5 cm thick sand bedding with necessary

equipments and materials. The rate shall also include the

flush pointing in CM (1:3) for all joints of the kerbstones.

Filling of zari alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper position as directed

by Engineer in change to form a portable mixture. In any

case Gravel or such type of materials shall not be allowed

for production. a)Laying on 5 cm thick Sand Bedding.

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

76 mechanically compacted. The work of paving blocks 501.6 Smt

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 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 5cms thick sand beddding.

Provoding and fixing flush door shutters, solid core

construction with frame of first class hard wood with cross

board and face veneer or ply wood 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. Labour work for fixing any kind of paving with

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

etc comp. as dir.For pavement

Labour work for fixing Interlocking Blocks / any kind

of pavement on up to 50 mm thick sand bedding, levelling,

watering and fixing in line & level as well cleaning the

site etc.comp. as directed.

Box type metal letters forming composite box made from

1mm thick stainless steel plate of grade 304 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 / consultant.

A 5 400mm high 1,000.00 Nos.

B 5 300 mm high 750 Nos.

C 5 230 mm high 565 Nos.

Providing and fixing false ceiling at all height including

providing and fixing of frame work made of special

sections, power pressed from M.S. sheets and galvanized

with zinc coating of 120 gms/sqm (both side inclusive) as

per IS : 277 and consisting of angle cleats of size 25 mm

wide x 1.6 mm thick with flanges of 27 mm and 37mm, at

1200 mm centre to centre, one flange fixed to the ceiling

with dash fastener 12.5 mm dia x 50mm long with 6mm

dia bolts, other flange of cleat fixed to the angle hangers of

25x10x0.50 mm of required length with nuts & bolts of

required size and other end of angle hanger fixed with

intermediate G.I. channels 45x15x0.9 mm running at the

spacing of 1200 mm centre to centre, to which the ceiling

section 0.5 mm thick bottom wedge of 80 mm with tapered

flanges of 26 mm each having lips of 10.5 mm, at 450 mm

centre to centre, shall be fixed in a direction perpendicular

to G.I. intermediate channel with connecting clips made

out of 2.64 mm dia x 230 mm long G.I. wire at every

junction, including fixing perimeter channels 0.5 mm thick

27 mm high having flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition with the help of

rawl plugs at 450 mm centre, with 25mm long dry wall

screws @ 230 mm interval, including fixing of gypsum

board to ceiling section and perimeter channel with the

help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c,

including jointing and finishing to a flush finish of tapered

and square edges of the board with recomme-nded jointing

compound , jointing tapes , finishing with jointing

compound in 3 layers covering upto 150 mm on both sides

of joint and two coats of primer suitable for board, all as

per manufacturer’s specification and also including the

cost of making openings for light fittings, grills, diffusers,

cutouts made with frame of perimeter channels suitably

fixed, all complete as per drawings, specification and

179 1 direction of the Engineer in Charge but excluding the cost 850 Smt

Providing & Fixing SPEED BUMP - #2 No (1 black,

yellow) 350 x 500 x 50 mm, Size per color End Cape

MM x 175 MM x 50 MM TOP DESIGN - Lining Top flat

ANTI SKID PATTERN FOR GRIP COLOUR :-

YELLOW & BLACK BODY MATERIAL :-

MODIFIED THERMOPLASTICS (Polymer Rubberized )

• ECO FRIENDLY RECYCLE RUBBER Packing :-

pcs/ woven Bag Load Capacity :- 20 MT Fitting ( Fixing

on TRAKE) :-4 holes & END CAPE :- 2 HOLE HEX

Bolts with Washer Epoxy for Bolt Fitting etc. complete as

directed by EIC .

Providing and fixing of Roller blind curtain/blackout. The

fabric shall be woven from formulated platisol extruded

over a polyaster yarn.The fabric shouldl be weaved to

provide subtle view of the side of the blind and should

offer elimination of glare and sunlight radiance upto a

minimum of 80%.The fabric shall be flame retardant.

Providing and fixing PVC/Gpsysum plain colour false

ceiling with grid type with aluminium frame from

gypsteel, fastners ,props, Finishing as per

architectural drawing allowing openings for

A.C. Diffusers, Light/Electrical Points etc –complete,

Prior to fixing on frame.(Brand : Anutone or

equivalent ) (N.S.) or as directd by engineer In Charge.

Provdg. & laying S.W. Gully trap with brick masonry

chamber & water tight G.T.Stone including fixing of

covervSquare mouth trap 100 mm x100 mm size P-Trap

Providing cement vata (10cmx10cmsize) quarter roundin

cement mortar 1:1 including neat cement finishing, waterin

getc. complete.

Providing and laying (to level or slopes) and jointing with

stiff mixture of Cement Mortar in proportion 1:1 Salt

glazed stoneware pipes including testing of pipes and

joints complete.(A) 100mm dia.

Providing and laying (to level or slopes) and jointing with

stiff mixture of Cement Mortar in proportion 1:1 Salt

glazed stoneware pipes including testing of pipes and

joints complete.(B) 150mm dia.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover

with frame (Light duty) 455mm x 610mm intenal

dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand

:4-graded stone aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete.(i) Inside dimensions

455mmx 610mm and 450mm deep for single pipe line.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover

with frame (Light duty) 455mm x 610mm intenal

dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand

:4-graded stone aggregate 20mm size) foundation concrete 3624.51 Each

1:5:10 inside plaster 15mm thick with cement mortar 1:3

finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete.(i)Inside dimensions

500mm x 700 mm and 450mm deep for pipe line with one

Providing, supplying and fixing pre cast C.C. blocks (M-

20) edge kerb having size of 75 x 300 x 300 mm depth

and as per design conveying it to the site, jointing into C:M

1:3 and racking out the joints incl. necessary excavation of 195.54 Rmt.

asphalt, soil etc. completed. ( App Rate )

Constructing a cooking Sandwich platform 60 cm. width

and 70 cm high resting on B.B.Masonry walls 23 cm.thick

in C.M.(1:6) with (ii) Fixing black Granitee 30mm thick

laid on precast R.C.C. (1:2:4) slab with plastering on

exposed faces of wall in C.M. (1:4) etc complete

Providing and fixing hard drawn steel wire fabric 75mm x

25mm mesh or weight not less than 7.75 kg. per Sq.M. to

window frames etc. including60 x 20mm beading of teak

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

Providing and laying cement concrete flooring 1:2:4 (1-

cement : 2-coarse sand : 4-graded stone aggregate 20mm

nominal size) laid in one layer and finished with a floating

coat of neat cement. (A) 50mm thick.

Providing and constructing, Underground (U/G) water tank

of specified capacity, on specified location, for all depths,

in controlled CC of M-200 grade with bottom slab, top

slab and RCC walls, including cost of form work and

reinforcement,with inside and outside plaster in CM 1 :3

and water proofing treatment as per IWP

specification,including injection, grouting, etc. complete.

The rate includes for providing and fixing two nos. 0.6m. x

0.6 m. size medium duty CI manhole cover/s at top,

including wash out pipe line and inlet and outlet

connections etc. complete.

Providing and fixing PVC Printed pain colour false ceiling

with grid type with alluminium frame consisting of 600mm

x 600mm 3mm thick plain PVC sheet used as panel insert

in a frame work made using anodized alluminium T

section of size 1 x 1 (235 x 25mm, 19 gauge or 1 mm

thick) in square pattern of grid sizes of 2 x 2 (600 x

600mm) The alluminium frame work is supported from the

cceiling with the help of G.I. hook and G.I. wire/6mm

M.S. rods of required sizes to maintain proper level etc.

10 The aluminium frame work is supported on side wall with 300.12 Smt

the use of alluminium L section of size 1 x1 (25 x 25mm)

angles etc. complete as per direction of Engineer in charge.

Manufactures specification and drawing.

Supplying, labour for excavation of all type of soil at any

depth including excavation of asphalt pavement of any

thickness,demolition of brick work in cm of any proportion

including stacking of serviceable materials and disposal of

unserviceable material rtc comp. as directed.

Mazdoor(male) at day/night(r&b sor 2023-

24,sr.no.1051,code no.L022)

Mazdoor(Female) at day/night(r&b sor 2023-

24,sr.no.1050,code no.L021)

Fitter/makadam/supervisor at day/night(r&b sor 2023-

24,sr.no.1043,code no.L014)

Supplting of welding machine / gas cutter including cost of

welding rods/gas, Transportation, including carting from

site to work place.

E 50 Fitter/Plumber/Mason/carpenter 800.00 No

Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator, fuel,

power Supply etc. Complete as Directed. (No payment

should be allowed for non working condition of machinery

197 8 and for pipe line excavation and M.H. work. Allowed only 528.00 HR

for break down work)

Providing and fixing concealed center point to wall ceiling

& floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. Nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

A 4 15 MM DIA 165.21 Rmt

B 4 20 MM DIA 202.97 Rmt

C 4 25 MM DIA 247.25 Rmt

D 5 32 MM DIA 330.36 Rmt

E 5 40 MM DIA 437.66 Rmt

199 5 50 MM DIA 647.3 Rmt

Supplying and fixing C.I. cover 300mm x 300mm without

frame for Gulley trap (Standard pattern) te weight of cover

to be not less 4.53 Kg.)

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression type

fittings, wall clips etc. including making good the

wall ceiling and floor.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x

0.60 depth up to 1 mt including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick maso. wall in the prop. of CM

2.00 (1:6) with 40 mm thick IPS flooring in the prop M15 at 3110.80 No

bottom and 15 mm thick cement plaster inside the catch pit

in the proportion of CM (1:3) with out jali etc. comp. as

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali

2.00 with frame 600mm x 600mm clear opening etc. comp.. As 1377.64 No

directed by engineer in charge.

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 15 mm thick cement

plaster inside & outside (Only for shaft) in CM 1:3,

finishing with cement slurry, P/F 4 mm dia M.S.Steel

HDPE coated steps 35 cm c/c at 35 cm staggered in

masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness

C.M., including Cantering & reinforcement (double jalli at

15 C.M. c/c bothway 12 mm dia.) but excluding the cost of

Manholeseat cover etc..completed. of Size 1.00 X

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

flow, for pipe dia <= 800 mm) (Based on Drainage SOR

2.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 Nos.

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 as directed.

5.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

5.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

5.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

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

206 inside in CM 1:3, finishing with cement slurry, Brick

masonary in CM 1:5 & excluding the cost of chamber seat

cover etc.completed.

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

0.90 meter 2261.61 No.

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to

0.90 meter. 2874.11 No.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

meter. 3905.36 No.

Providing F.R.C. MH seat cover incl. carting to the work

site etc. comp. Directed.

(SET cover and frame) F.R.C. Light Duty [LD-2.5]

Machinehole Covers & Frames560mm ø clear opening,

1 The dimension of frame and cover as per mentioned in 1915.14 SET

Amend No.1 to IS 12592 : 2002 table 1 (As Per Central

stores circular No. 11 /2022-23 Dt.14.3.2023)

(GWSSB SOR 22-23 Sec-1.A Item no.11 pg.17 )

Providing and supplying ISI marked only Standard length

Stoneware pipes in standard lengths of following class and

diameter including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking

etc. complete. (IS - 651 / 1989)(GWSSB SOR 2022-

23,page no- 40)

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 material

etc.comp.(GWSSB SOR 2022-23,page no-66)

Providing and fixing 1 mm thick M.S. sheet sliding

shutters with frame and diagonal braces of 40x40x6

mm angle iron, 3.15 mm M.S.gusset plates at Junctions

and corners 25 mm dia. pulley, 40x40x6 mm

210 19 angle and T-iron huide rail at top and bottom 2625.00 Smt

respactively with handles, stoppers and locking

agangement etc, including applying a priming coat of

red lead paint. (upto 10 ton) (R&B SOR 21-22 Item code

Supplying Pneumatic Breaker Machine for RCC Stab or

Asphalt Demolishing Work on site by using Operator, fuel,

power Supply etc. Complete as Directed. (No payment

211 20 should be allowed for non working condition of machinery 536.00 Hr

and for pipe line excavation and M.H. work. Allowed only

for break down work) (Based on Previously approved rate

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Addl.City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for

the work mentioned below.

1 Name of work Repair work in the Court Building, Swimming Pool and other

municipal Building in Maninagar Ward , South Zone

2 Time Limit 12 Months

3 Tender Validity Period 120 days from the date of submission of the tender

4 Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC orequivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.15,000.00 Demand Draft Or Bank Guarantee in favour of

Municipal Commissioner, Ahmedabad to be submitted as prescribed

7 Security Deposit 5 % of the Tender Amount in form of Bank Guarantee / Demand Draft

in favour of Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

8 Tender fees Rs.900/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

10 Tenders issue date Tenders from the amc.nprocure.com website shall be downloaded

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum.The

Tenders. tenders received after latest schedule date and time will not be

entertained under any circumstances.

12 Date of Opening As per Notice inviting Tender / Addendum / Corrigendum to

Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone

Office, Opp. Fire Station, Maninagar, Ahmedabad-380008

13 Mode of sending the Document shall be submitted in sealed envelope systems By

TenderDocuments RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate ( One

Original & One Duplicate) duly sign & seal by contractor .

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

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

own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

complition, The within 15 days of recipts of the notice. In the case of

failure on the part of the contractor, the Engineer incharge may rectfy

or remove or reexecute the work at the risk & cost of the contractore.

The Engineer incharge shall be entitled to appropriate the whole or

any part of the amount of cicurity deposit towrdes they expences, If

any, incurred by him in rectification, removal or re- execution. The

defect liability period shall be as under (a) for all works costing up to

Rs. 50,000 (amount put to tender), the period shall be three months

from the cirtified date of complition. (b) for all workscosting more

than Rs. 50,000 and upto Rs. 1 crore (Amount put to tender) ,the

period shall be six (6) month from the cirtified date of compition or

one monsoon , which ever letter.(c) the major project costing more

than Rs. 1 crore , the period shall be 12 months from the cirtified date

of complition which should include one monsoon.(d) For building

works , the period specified in (a) ,(b) & (c) above or elapse of

monsoon period following cirtifide date of complition.,whichever is

letter . For the purpose of deciding the monsoon period, the

september may be treated as the last date.

16 Compansation for Delay 0.1% per day delay of remaining work after the completion date but

not more than 10% of cost of remaining works.

17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from each

Money from each RA RA bill. It will be released along with release of payment of Final Bill.

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 For E.P.F. Act. As per Account department cicular no.37, date-09/08/2018

20 GST As per AMC Finance Department Circular No. 38 dated 21-11-2022.

The Rates are Exclusive of GST. Prevailing GST will be paid

Conditional tenders will not be accepted. Municipal Commissionerreserves the rights to reject any or

all the tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Addl.City Engineer

ftuLx[tfxhlemne - rm¬tu yuze.mexe Rsluh

btuctEjlkchmt&u (œrûtKÍtul)

ForBANK GUARANTEE

Seal and Signature of the Bidder Addl.City Engineer (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

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

Department with the latest correction slips may be referred for quality of construction &

standard of Procedure (SOP). (only English version)

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

"approved" by the Engineering in charge.

3. 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.

4. 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.

5. 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.

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

specifications shall be deemed to be included therein.

7. 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.

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

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

Architect before using them in the work.

10. 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.

11. All work shall be carried out in a manner applying the best technique.

12. 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.

13. 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.

14. 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 time to time.

15. 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.

16. 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.

17. Contractor shall have to execute extra item if required only after necessary permission from

18. 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.

19. 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.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

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

by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

22. 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.

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

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

Corporation. will be payable by the contractor.

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

26. 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

27. 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.

28. 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.

29. 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.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

31. 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.

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

Engineer in charge.

33. 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.

thereby total amount of work increases/ decreases.

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

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

the contractors.

35. 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.

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

37. The contractor shall have to paid balance Security Deposit within 15 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 15 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

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

special reason (like site is not available), after evaluation of situation the actual date of

starting of work will be consider after approval of Dy.M.C. (South zone)

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

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per guidelines

published by WHO/ Center government/State government /Ahmadabad municipal

Signature of contractor with seal Addl.City Engineer (S.Z)

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad MunicipalCorporation,

A'bad specified up to his first written demand, without demur without delay andwithout the necessity

of a previous of judicial or administrative procedures and without thenecessity to prove to the Bank

the defects or short comings or debits of the contractor any sumwithin the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effectduring the

period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender)we

shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consentof the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tendereror of

Date: Signature & Seal of Guarantor...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender isaccepted

and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Addl.City Engineer (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: Repair work in the Court Building, Swimming Pool and other municipal

Building in Maninagar Ward , South Zone.

I/We the undersigned have carefully gone through and clearly understood the Tender documentsfor the

above work. I/We have satisfied myself/ourselves as to the location of site, examined drawings.I/We have

visited site & fully acquainted with local situations regarding materials, labours & others factorspertaining to

work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the saiddocument

and with such materials as are provided for, at the respective rates which I/we have quoted in theschedule-B or

at such other rates as maybe fixed under the provisions of these conditions.In the event of this tender being

accepted I/We agree to enter into an agreement and when required andexecute the contract, according to your

fom1 of agreement as or in default where of I/we bindmyself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC fromthe

date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and takenecessary action

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for thesum

as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer IfI/We fail to

commence the work specified. Otherwise the said sum shall be retained, by the Employer as onaccount of such.

Security)' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance

withConditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date

ofopening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,

octroiduties and other prevailing Government taxes/charges on such items on which the same are leviable and

therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

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<theF dKJtbtk ytJNu. yuj.ytu.ytR. ytÃgt ctœ me¾gtuhexe rzvtuÍex ChJtbtkk rœl -15 fh<tk J^w rJjkc ltk rfMmt btk <ubs

Jfo ytuzoh ytvu&e ftb NY fhJtbtkk rJjkc &gu&e «r<rœl bkswh xuLzh hfbltk 0.01 % juFu vulÕxe cej btk&e ftvJtbtk ytJNu. <ub

A<tk rJrNÐ rfMmt btk atubtmt ltk fthKu y&Jt yrlJtgo fthKtumh ftb NÁ &R Nfu <ub l ntug <u rfMmt btk gtuøg<t aftme

zu.Bgw.frb©h (œ.Ítul) le bkswhe bu¤Je ftb NÁ fhJtle <theF dKJtbtk ytJNu.

2. xuLzh Jujezexe 120 r>Jm Mþ^ele hnuNu.

3. xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

4. S.yum.xe. «J<obtl œh «btKu yjd&e awfJJtbtk ytJNu. xuût fu yLg ftuE vK mhfthe fhJuht ChJtle sJtc>the ftuLx[tfxhle

5. htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t Bþsc su ftuE hfble fvt< fhJtle &Nu <u bwsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk

6. juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb Bþsc 1% (yuf xft) hfb cejbtk&e ftve juJtbtk ytJNu.

7. bxehegj xuMxekdltu xuMxekdltu FhuFh &guj Fao ftuLx[tfxh©e vtmu &e Jmwj fhJtbtk ytJNu.

8. ftb ytv<e JF<u su <u ftuLx[tfxhLþk hSMx[uNl ægtlbtk htFelu <ule bgto>tbtk ftb ytvJtbtk ytJNu.

9. yt xuLzh su <u Jdolt btLg gtœe lt ftuLx[tfxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu le gtœebtk

hSMxuNl fhtJJtLþk hnuNu.

10. yt Wvhtk< y.BGþ.ftuvotu. lt slhj ftuLx[ufx fLzeNl ylu xuLzhle Nh<tu ck^lf<ot hnuNu. su BGþrl.ftuvtuohuNl Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvotu.lt su <u atÕþ mbglt mhfGþjh Bþsc fhJtbtk ytJNu.

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

13. xuLzh MJefthÔþ, h> fhÔþ, ftulu ytvÔþ ylu fgt CtJ&e ytvÔþ <u ykdu zu.BGþrl.frbNlh©eltu rlKog ytFhe hnuNu.

14. >huf ytExbltk MvuNeVefuNl ftuvtuohuNlltk bkswh &guj MvuNeVefuNl Bþsc <&t RLzegl MxtLzzo ftuz ytuV «ufxem ltkk btLg ^tht

^tuhKtu Bþsc hnuNu ylu zu.mexe yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxh´d fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ

WvtzJtbtk lrn ytJu <tu ftuLx[tfxhltk Fauo ylu òuFbu Jdh ltuxemu Jtuxh´d fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e

hfb ftve juJtbtk ytJNu.

15. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftbNY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s yuf s c<tJuj søgtyu fhJwk vzNu. yuf

ftb ÃþÁ &tg vAe cesw ftb NY fheyu <uÔþk atjNu lrn.

16. atÕþ ftbu ftuEvK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEl lu LþfNtl &Nu <tu <ule mkÃËKo

sJtcœthe (òlbtjle) ftuLx[tfxhle vtu<tle hnuNu. mtEx vh ftb œhBgtl bswh fu sl<t lt ftuE btKmlt òlbtjlu lwfNtl &tg

<ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle hnuNu. CuFz ^me l vzu <ule sJtc>the

vK vtujem Vhegt>btk ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt,

mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vhegt>btk sJtct>h hnuNu ylu

BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

17. juch yufx «btKu<ubs Bgw. frb§h©eltkk vrhvºt lkch 81 <t.26.02.2015bwsc <btb juch / bsqhtulwk dwsht< rcÕzekd yuLz

y^h fLMx[[fNl Jfombtkk VhSgt<hSMx[uNl fhtJJt ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu.

juch yufx «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu<ulu vubuLx ytvJtbtk ytJNu lrn

<ubs ct¤ bswhtulu ftb Wvh htFe NftNu lrn.<ubs JF<tu JF< Bgw. frBNlh©e îtht fhJtbtkk ytJuj mh¾gwjhtule Nh<tu

ftuLx[[tfxhlu ckk^l f<to hnuNu.

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

19. ftuE fthKmh òu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuEvK «fthltu LþfNtle- J¤<hltu n¬ >tJtu fhe NfNu lrn

fu ftg>tfeg ftgoJtne yt ykdu &E NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.

20. ytuVh y&Jt xuLzhbtk œNtoJuj ytRxbltu sÚ&tu mkCrJ< sÚ&tu Au subt atjw ftb œhBgtl VuhVth &Jtle N¾g<t hnuje Au.

21. M&¤ vrhÂM&r< / sYhegt< Bþsc ftb fhtJ<t xuLzhbtk sKtJuj fJtuLxexebtk J^ Dx &Nu <tu <u ykdu ftuLx[tfxh îtht ftuEvK «fthle

J^thtle ltKtkfeg btkdKe fhe NfNu lrn. ylu ftb ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u

hesufx btjltu rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve NfNu.

24. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux

nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu.

juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

25. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux

nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu.

juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc yLþmhJtltk hnuNu. Mt>h ÃþM<eft

øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu mkÃËKo Fao <&t

Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo

&gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e

ftuBÃGþxhbtk Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe NfNu lrn. yt

Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

31. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu. sgtk ftuE atuFJx l

&E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb

NY fhtJJtLþk hnuNu.

32. yt xuLzhbtk òu ftuE ytExb hne dE ntug <tu <u atÕþ yum.ytu.yth.btk&e juJtbtk ytJNu ylu òu yum.ytu.yth.btk ytExb l ntug

<tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu.

J^tht le ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt, CgMËaf ctuzo, jtj xul , cuhefuxekd xuv,

ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu ftuEvK yfMbt<&Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe yuLSlegh©ele <ubtk mne

juJtle hnuNu, <ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj

ntug <tu <uLþk ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle

m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

35. rlg< mbgbgto>tbtk ftb ÃþY l &gu&e xuLzh ¾jtuÍ bwsc ctfe ftbltkk 10.00% juFu vulÕxe BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf<<btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh

btuctEj lkch mt&u (œrûtK Ítul)

yufhthlwk Vtubo

(1)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le bwjtft< je^e Au

ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e

(2)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t >M<tJustu

ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh

btuctEj lkch mt&u (œrûtK Ítul)

" ybœtJtœ BGþrlrmrvj ftuvtuohuNl”

œrûtK Ítul- Esluh Ftðþ

vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau Bþsc Au.

" yt ftblt >huf ytExblt sÚ&tbtk ~ËLg &e cMmtu xftle JD^x &Jt mkCJ Au. ftuE ytExbltu CtJ

J^thtu ytvJtbtk ytJNu lrn. yBþf søgtyu swlt vÚ&h s VheJth heEMxux fhJtlt &Nu. <uJe>huf ytExbbtk J^^x

&tg fu ytExb yufÍefGþx l &tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle hnuNu lrn fu

CtJ J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf søgtytuyu ftb

fhJtle ûtb<t ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, r>Jt¤e, jøl

meÍl fu yLg <nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu

lrn yLg&t htuslt Yt.250.00le J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu ytJu <ulu je^u

fhJtbtk ytJNu.”

ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh

btuctEj lkch mt&u (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice 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 (120) 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 i.e. within ten days from the date of order to

start the work the penalty of the 0.01% tender Amount per day of 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 only 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. Other techinical condition will be applicable as

per tender condition only.

CONTRACTOR'SSIGNATURE & STAMP Addl.City Engineer

Mobile No.:- ( South Zone)

For materials relevant specification of Building Specification shall apply.

Name of Works: - Repair work in the Court Building, Swimming Pool and other municipal

Building in Maninagar Ward , South Zone.

TECHNICAL SPECIFICATIONS

item no 1. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.

in layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming and

item no 2. Excavation for foundation up to1.5 m depth including sorting out and stacking of useful

materials and disposing of theexcavated stuff upto 50 Meter lead.(A) Loose or soft soil (R &

B S.O.R 2023-24 I.no. Item Code 04001A)

item no 3. 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.

item no 4. 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

item no 5. Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation

item no 6. Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-crushed stone

aggregates 20mm nominal size) and curing complete including cost of formwork in (A)

wall caps/coping

item no 7. 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

item no 8. Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates

20 mm nominal size) for reinforced concrete chhajjas not exceeding 10 cm. thickness

upto floors two level including finishing the exposed surfaces with cement mortar

1:3 (1 cement : 3 find sand) to give a smooth and even surface centering and form work and

curing complete excluding cost of reinforcement.

item no 9. 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

item no 10. Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded

stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete

including the cost of form work but excluding the cost of reinforsement for R.C.C work in (iv)

Slabs having more than 13 cm and upto 15 cm.thickness

item no 11. Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded

stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete

including the cost of form work but excluding the cost of reinforsement for R.C.C work in (iv)

Slabs having more than 8 cm and upto 10 cm.thickness

item no 12. 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 -

item no 13. Extra Rate for brickwork in Above Item for super structure above plinth level upto floor

two level (B) Conventional

item no 14. Half brick masonry in common brunt clay building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and

Plinth conventional brickwork

item no 15. Extra for half brick masonry in super structure above plinth level upto floor two

level (B) conventional

item no 16. 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 4 M & removal of the same for in situ

reinforced or plain concrete work upto floor four level

item no 17. Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for Doors

windows and clear story windows including anodised alluminium But hinges with necessary

screws and indian teak wood shutters with.

item no 18. Providing and fixing 25 mm thick shutters for cup boards etc. including black

enamelled M.S. butt hinges with necessary screws.(A) Indian teak wood. (i) Fully Panelled.

item no 19. 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.

item no 20. Providing and fixing glazed louvered glass windows and ventilators with teak

wood frame 10 cm. x 7 cm. size including 3 coats of oil painting to wood work etc.complete.

item no 21. Providing and fixing glazed louvered glass windows and ventilators with teak

wood frame 10 cm.x7 cm. size including 3 coats of oil painting to wood work

etc.complete.with wooden louvers plank 12mm thick

item no 22. Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows

including Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium

fixtures and fastenings including primer coat of approved quality and two coats of oil painting

etc, complete.(ii) Fully Glazed.

item no 23. Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows

including Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed

fixtures and fastenings including primer coat of approved quality and two coats of oil painting

etc, complete.(ii) Fully Panelled.

item no 24. Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S.tubes of 19 gauge thickness and size of 19 mm x

19 mm for stiles and 15 mm x 15 mm for top and bottom rails.M.S. frames hall have a coat of

steel primers of approved make and manufacture, M.S. frames hall be covered with 5 mm

thick heat moulded PVC ‘C’ channel of size 30 x 50 mm formings tiles, and 5 mm thick

mm wide PVC sheets for to prail, lock rail and bottom rail on either side, and 10 mm (5 mm x 2)

thick, 20 mm wide cross PVC sheet as gap insert for top rail and bottom rail, Panelling of

stiles and rails with 30 mm wide x 5 mm thick PVC sheet beading on eighter side, and

joined together with solventcement adhesive,. An additional 5 mm thick PVC strip of 20 mm

width is to be stculkon the interiors side of the ‘c’ channel using PVC solvent

cement adhesive etc. complete as per direction of Engineer incharge, manufacture’s

specification and drawing.

item no 25. Providing and fixing in position collapsible steel shutters with vertical channels 20 x

10 x 2 mm braced with flat iron diagonal 20 x 5 mm size with top and bottom rails T iron 40 x

40 x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements,

stoppers, handles, including a priming coat of red lead paint & approved make.

item no 26. Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and diagonal

braces of 40x40x6 mm angle iron, 3.15 mm M.S.gusset plates at Junctions and corners

mm dia. pulley, 40x40x6 mm angle and T-iron guide rail at top and bottom

respactively with handles, stoppers and locking agangement etc, including applying a

priming coat of red lead paint.

item no 27. 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 (1.37kg/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.(N.S.)

item no 28. Providing and fixing extruded aluminum window having extruded aluminum Colour r Powder

Coated section frame main outer size 127mm x 38.10mm x 1.35mm ,@ Wt.1.384 Kg/mt,horizontal

Four track member size 122.20mm x 31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of

size 122.20mm x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of horizontal

member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member of size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing

to frame as per details etc complete for window.

item no 29. Providing & Fixing in position Alluminium vents with frame using approved anodised

extruded alluminium section as approved by Engg. In charge.(Jindal alluminium) units

equivalent Approved Rate)Frame section of 63.50 x 38.50 mm. (wt. 0.68Kg/Rmt) incl.

Providing & Installing 5 mmthick approved color Acrylic sheet of standard quality etc.

item no 30. Providing and fixing standared extruded of alluminium section of size 63 mmx38.10

mmx1.2 mm (Jindal Section:2434, or equivalent @ Wt.0.643 Kg/mt) with colour

anodized alluminium frame for ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

item no 31. Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95 mm,@

Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm thick transparent

bronze colour tinted float glass as details etc complete for Fix Partition

item no 32. Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to

granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand:

4-graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white,

black or white and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in

cement marble powder mix 3:1 (3- Cement:1-Marble powder by weight) in proportion of

4:7 (4- Cement: 7-marble chips by volume) (C) Medium Shade pigment with

approx 50% white cement and 50% ordinary cement (In top layer only) (upto 10 ton)

item no 33. Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to

Granolithic finish to player 6 mm white, black or white and black marble chips of size from

smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3-Cement:

marble powder by weight) in proportion of 4:7 (4-cement marble powder mix: 7-marble chips by

volume) (B) Light shade pigment with white cement (In top layer only)

item no 34. Providing and laying white glazed tiles 6mm thick 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

item no 35. Providing and laying Ceramic tiles 6 mm thick in flooring treads of steps and landing laid on a

bed of 12 mm thick cement mortar 1:3 (1- cement :3-coarses and) finishing with flush pointing in

item no 36. Providing & Fixing 20 mm thick Mirror Polished Decorative Granite Board with Computerised

Golden Letters Discription as per instructions of engg. in charge to M.S. frame

structure for Inaugaration & Public Handover Function (N.S.)

item no 37. Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring treads of steps and landing

laid on a bed of 12 mm thick cement mortar 1:3 (1-cement:3-coarses and) finishing with

flush pointing inwhite cement.

item no 38. Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo on

10 mm thick cement plaster 1:3 (1- cement: 3-coarse sand) and jointed with white

item no 39. Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of steps and dedo on

mm thick cement plaster 1:3 (1-cement:3- coarse sand) and jointed with white cement

item no 40. Providing and laying 24" x 24" vitrified Tiles 8 to 10 mm th. Double Charged

gloosy/ Matt of Approved make as approved by Adl.C.E. / consultants in flooring over

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.

item no 41. Providing and laying 24" x 24" vitrified 8 to 10 mm th.Double Charged Gloosy /

Matt tiles of Approved make as Approved by Adl.C.E. / Consultants for upto 10 cm high

skirting as approved by Engineer in charge over 10 mm thick cement mortar 1:6 (1 cement :

coarse sand)on new surface& jointed with colour cement slurry incl with flush pointing &

cleaning the surface etc. comp.

item no 42. 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

item no 43. Providing and laying marble stone slab flooring over 20mm (average)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 and jointed with gray

cement slurry including rubbing and polishing complete. (A) Marble slab 25mm thick

item no 44. 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 laid over and jointed with grey

cement slurry including rubbing and polishing etc.complete. (B) 30 mm thick

item no 45. Providing and laying polished kota stone slab 25 mm thick in risers of steps, skirting Dedo and

pillars laid on 10 mm thick cement mortar 1:3 (1-Cement :3 coarses and) and jointed with

gray cement slury mixed with pigment to match the shade of slab including rubbing and

polishing etc.complete.

item no 46. Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarses and:4-graded

stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat

cement. (A) 40mm thick.

item no 47. Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarse sand:4-graded

stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat

cement. (B) 50mm thick.

item no 48. 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 up to15 cm along the wall, clearing with water and oxalic acid

etc.as directed.

item no 49. Providing and laying coloured glazed tiles of the size 300 mmx200 mmx8 mm/300

mmx450 mmx8 mm in skirting, risers of steps and dedo on 10 mm. thick cement plaster

1:3 (1cement: 3 coarse sand) & jointed with white cement slurry.

item no 50. Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I. J or L

Hooks and nuts 8 mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 mm thick sheet.

item no 51. Providing and fixing 150 mm wide 450 mm over all semi circular plain G.I.sheet class-3 gutter

with Iron brackets 40 mmx3 mm size Bolts, Nuts, washers etc. including making necessary

connection with rain water pipes. (i) 0.80 mm thick Sheet.

item no 52. Providing and fixing five courses water profing treatment with bitumen felt consisting

of second and fourth course of blown/ bitumen or/and residual bitumen applied hot at

1.2 kg.per Sq.M.of area for each course and first course with fibre base bitunen

saturated under lay type land third course with fibre base self finished felt type 2 grade 1 and

fifth and final course of stone grit 6 mm and down size or pea sizes gravel spread at

0.008 Cu.Metre/Sq.metre preparation of surface excluding grading complete.

item no 53. Providing and fixing on wall face C.I. Rain water pipe including filling the joints with spun yarn

soaked in neat cement slurry and cement mortar 1:2(1- Cement : 2-fine sand) (A) 75 mm

item no 54. Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single or

half brick walls for interior plastering up to floor two level and finished even and smooth in

(i) Cement mortar 1:3 (1-cement :3-sand)

item no 55. Providing 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 finishing

coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

item no 56. 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.

item no 57. Removing dry or oil bound distemper by a washing and scraping and sand

papering the wall surface smooth including necessary repairs to scratches complete.

item no 58. Distempering with dry distemper of approved brand and manufacture (two coats) and of

required shade on wall surfaces of given an even shade, over and including a priming

coat of whiting after thoroughly brooming the surface free from mortar dropping and

other foreign matter.

item no 59. 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.

item no 60. Extra Coat for Above Item over above for every subsequent coat of approved brand

and manufacture.

item no 61. 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.

item no 62. Extra over item for every sub sequent coat of wall painting with plastic emulsion paint of

item no 62. (a) Extra over item for painting with plastic emulsion paint of approved brand on ceilings and

item no 63. Extra over item for painting with plastic emulsion paint of approved brand on ceilings and sloping

item no 64. Painting two coats (excluding priming coat) on new steel and other metal surface with

enamel paint, brushing, interior to give an even shade including cleaning the surface an even

shade including cleaning the surface of all dirt, dust and other foreign matter.

item no 65. Painting one coats (excluding priming coat) on previously painted steel and other metal

surface with enamel paint, brushing to give an even shade including cleaning the surface of all

dirt, dust and other foreign matter.

item no 66. Extra over item for every sub sequent coat of paint.

item no 67. 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

surfaceofalldirt,dust and other foreign matter.

item no 68. Painting one coats (excluding priming coat) on previously printed 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.

item no 69. Extra over Above item for every sub sequent coat of paint.

item no 70. Painting two coats (excluding priming coat) on external surface of new rain water, soil,

waste and vent pipes and fittings with ready mixed bituminous brushing, black, anti corrosive

to give an even shade including cleaning of all dirt, dustand other foreign matter.(75 mm dia)

item no 71. Painting two coats (excluding priming coat) on external surface of new rain water, soil,

waste and vent pipes and fittings with ready mixed bituminous brushing, black, anti corrosive

to give an even shade including cleaning of all dirt, dust and other foreign matter.(100 mm dia)

item no 72. Painting two coats (excluding priming coat) on new wood and wood based surface with

enamel paint, interior to give an even shade including cleaning the surface of all dirt,

dust and other foreign matter sand papering and stopping. (a) Ready mixed paint brushing wood

item no 73. Painting one coats (excluding priming coat) on previously painted wood and wood based

surface with enamel paint, to give an even shade including cleaning the of all dirt, dust and other

foreign matter.(b) Ready mixed paintbrushing priming for enamel

item no 74. Extra over Above item for every sub sequent coat of paint.

item no 75. Painting two coats (excluding priming coat) on new wood and wood based surface with

ready mixed paint, brushing, oil, gloss, semi gloss to give and even shade including cleaning of

all dust, dirt and other foreign matters and papering and stopping.

item no 76. 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

item no 77. Applying two coats of Birla (white cement based) or Asian (acryliclapy-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.

item no 78. Painting one coats (excluding priming coat) on previously painted wood and wood based surface

with enamel paint, to give an even shade including

cleaning the of all dirt, dust and other foreign matter.

item no 79. Writing letter or figures on any surface with black japan paint (stops, comas, hyphens

and the like not to be measured and paid for separately) (i) Block (Letters/Figures)

(Per 10 Letter pet CM.HT)

item no 80. Demolition including stacking of serviceable materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

item no 81. Demolition of Brick work and stone masonry including stacking of serviceable materil as and

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

item no 82. Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and

disposal of unserviceable materials with all lead and lift.

item no 83. 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.

item no 84. Dismentling steel work including distempering and stacking the materials with all lead and

item no 85. 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.

item no 86. Dismentling doors, windows, ventilators etc. (wood or steel) shutters including

chowkhats architraves,hold fasts and other attachment etc. complete and stacking the

material with in all lead and lift.(ii) Exceeding 3 Sq.M.in area.

item no 87. 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.

item no 88. 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)

item no 89. Dismantling santtary fittings like wash basin . W.C. pan Indian and Europe an type, flushing

tank etc. including stacking the materials with all lead and lift

item no 90. Scraping oil paint from steel and other metal surface and making the surface even (with

Hand Scraping.)

item no 91. Removing and scraping of old deteriorated plaster of any thickness from wall /

R.C.C member including stacking of serviceable material and disposal of unserviceable

from site of work with all lead and lift

item no 92. Providing and fixing M.S. fan clamps of shape and size as specified in existing

R.C.C. slab including cutting chase and making good.

item no 93. Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement

and sand slurry 1:3 (1-cement 3-sand )

item no 94. Cutting out cracks roof terrace to V-Section cleaning out and filling solidly with a hot

mixture of bitumen and clean dry sand (1:1 by weight)

item no 95. 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.(N.S.)

item no 96. Providing & Fixing in position Fully Panelled / Partly Panelled Partly Glazed / Fully Glazed

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 vertical & top section 83.5x44.45 (wt. 1.31 kg/mt.)( at 1.31 kg/mt) ©

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.

item no 97. 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.

item no 98. Providing & Fixing in position Alluminium vents with frame using approved anodised

extruded alluminium section as approved by Engg. In charge.(Jindal alluminium) units

equivalent Frame section of 63.50 x 38.50 mm. (wt.0.68 Kg/Rmt) incl. Providing &

Installing 5 mm thick Glass of standard quality etc. comp.

item no 99. Providing and fixing of Ridge flashing for roof panel shall be made out of

mm thick pre coated GI sheet. The Pre coatedsheet shall be of minimum 240 mpa steel

grade confirming to IS 14246:1995 and shall have zinc coating of minimum 120 gsm as per

IS:277:1992, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-

18 micron. The PP GI Sheet shall have plastic protective guard film of minimum

microns to avoid scratches during transportation. The ridge shall be fixed to the steel members

by poprivetor self drilling/self stitching fastners @ maximum 450mm c/c along length of

capping/flashing etc complete .

item no 100. Supplying and fixing vinyl flooring over the surface having 1-2 mm thickness as per

directed by engineer incharge etc as completed (N.S.)

item no 101. Providing and laying 15mm bamboza wooden flooring as per architect's drawing

with all necessary details as directed by the project consultants. Use underlay for

better result as per Detail specifications and directed by the project consultants. (N.S.) Approved

item no 102. Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40 mm

x 40 mm x 6 mm and oil painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontan lines

and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained

and fixed to posts with G.I, staples including fixing the posts in ground with 0.5 M x 0.5.M x

0.5 M. block in C.C 1:5:10 etc complete.

item no 103. 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. (N.S.)

item no 104. Constructing a sink (chowkedi) with C.C. 1:2:4, 12 cm. thick over B.B. masonry in C.M,

(1:6) in front and dwarf wall 1.0 Mt. high and 23 cm. thick cement plaster to masonry / in

C.M.1:3) and cement concrete flooring in 1:2:4: mix 5cm.dia.drain pipe etc.complete.

item no 105. Constructing a cooking platform 60 cm. width and 70 cm high resting on B.B. Masonry walls

cm. thick in C.M. (1:6) with (i) Fixing or precast R.C.C. 1:2:4) 8 cm. thick slab with

marble chips set in C.M. (1:6) (6 mm thick terrazo) with plastering on exposed faces walls

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

item no 106. Extra rate for using Ready Mix Concrete of any grade for below ground level to vertical

upto any floor with delivery & suction Pipe & Pump etc. The rate includes fule, pump operator,

skilled labor, driver etc completed and as per direction of engineer in charge

item no 107. 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

item no 108. Carrying out timber treatment to all wood work including drilling holes and spraying oil based

chemical solution on surface of timber work for termite control including labor and material etc.

complete. Using Chlorpyriphos20 EC as per 6313 2013 Part III (1% concentration by mass) is

recommended one litre chemical emulsion diluted with 19 liters of kerosene. Total diluted

concentration will be 20 liters inclusive of 1 liter chemical emulsion application in drilled holes and

0.75 / Litre chemical per one Sqmt two coat on wood surface not protected by paint or varnish.

item no 109. Applying general insecticide pest control treatment to floors, cupboards etc including labour

materials etc. complete. Using Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075% concentration

by mass) is recommended 10.5ml chemical diluted with 5 liters of water application 0.5 litre

chemical /Sqm of

surface is recommended as per I.S.

item no 110. Carring out plinth treatment to post construction / existing structure by spraying chemical

solution for termite control treatment including labour and material consist ment with I.S.

specification. Using Chlordene and Chior purfiles 20 EC. As Per 6131_paret-II

Consentration Weight on percentis recommended i.e one litre 20 EC chemical emulsion with

19 liter give 1% concrentration inclusive of one litre chemical emulsion appication

attherate of 5 Litre chemical / Sqm of surface is recommended as per I.S

item no 111. Carrying out wall treatment for termite control including spraying with chemical solution in oil base

including labour and material Using Chlorpyriphos 20 ECAs per IS 6313 part - II (1% concentration

by mass) is recommended i.e one litre chemical

emulsion diluted with 19 liter oil base. Total solution will be 20 liters inclusive of one liter chemical

emulsion application at the rate of 7.5 litre chemical / Sqm of surface is recommended as per I.S.S

item no 112. 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

item no 113. Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade)

of the following nominal bore, tube fitting and clamps including making good the wall ceiling and

item no 114. Providing and laying in trenches galvanised mild steel tubes (Midium grade) of the

following nominal bore, and tube fitting (Earth work in trenches to be measured and

paid for separately)

item no 115. Making connection of galvanised Mild steel distribution branch with galvanised mild steel main

50 mm to 80 mm nominal bore by providing and fixing tee including cutting and

threading the pipes complete.

item no 116. Providing and fixing to wall ceiling and floor 6.0 Kg.F/Cm2 working pressure poluthene pipes

of the following out side Dia. Low densidy, complete with special falnge

compression type fittings,wall clips etc.including making good the wall ceiling and floor.

item no 117. Providing and fixing to wall ceiling and floor 10.0Kg.F/Cm2 working pressure polythene

pipes of the following out side Dia. Low densidy, complete with special falnge

compression type fittings, wall clips etc. including making good the wall ceiling and floor.

item no 118. Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of

self cleaning design with C.I. screaed down or higned grating including cost of cutting and

making good the walls and floor 100 mm inlet and 50 mm outlet.(C)100mm dia.

item no 119. Providing and fixing water closet squatting Pan (Indian type W.C.Pan) size 580 mm

(Earth work, bed concrete, foot rest and trap to be measured and paid for separately) (A)

Vitreous China. (I)Long pattern = White colour

item no 120. Provdg. & fixing wall mounted White / Color Vitreous China European water

closet with integral P trap of "Cera" - Clair Series or equivalent incl. seat cover , Chair

Bracket etc. complete as per direction of engg. In charge.(N.S.)

item no 121. Providing and fixing wsh down water closet (Europe an type, W.C.Pan) with integral P or

S trap including jointing the trap with soil pipe in Cement Mortar1:1 (1- Cement:1-fine

sand) (Seal and cover to be measured and paid forseparately) (A) vitreous China Pattern :(i)

in white colour

item no 122. Provdg. & Fixing Flat Back Large Urinal of White/ colour of "Cera" or " Hindware" incl. C.P.

Brass waste coupline , waste pipe, pvcconnection etc. Complete.( size 635 x395x420

item no 123. Providing & Fixing Angle cock of " Ess Ess" - Trend series or equivalent standard

make as approved by engg. in charge all complete. (N.S.)

item no 124. Providing and fixing 100 mm size P or S trap for water closet squatting pan including

jointing the trap with the pan and soil pipe in cement Mortar1:1 (1-Cement : 1-Fine sand)(A)

Vitreous China.

item no 125. Providing and fixing wash basin with single hole for pillar tap with C.I.or M.S. brackets

painted white including sutting holes and making good the same but excluding fittings. (A)

Vitreous China: (ii) Flat Back wash basin 550 mm x v 400 mm size.(i) In white colour.

item no 126. 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. © Vitreous China Sink. (i)

600 mm x 450 mmx 150 mm size

item no 127. Providing and fixing 600 mm x 450 mm bevelled edge mirrror of superior glass mounted

on 6 mm thick A.C. sheet or ply wood sheet and fixing to wooden pluge with C.P. brass screws

item no 128. Providing and fixing chromium plated brass halftrun flush cock of approved quality including fixing

in pipe line etc. complete.

item no 129. Provdg. & fixing White / Color Vitreous china Counter wash basin with signle hole for

pillar tap of "Cera " - Concord series of 550 x425 mm size to be fiited in stone counter with

necessary brackets painted white incl. cutting holes and making good the same .Cost

Includes P/F C.P. brass waste coupline, 32 mm dia fisher union ,15 mm dia. Pillar cock &

Angle cock of " Ess Ess"- Trend series ,32 mm dia. Waste pipe etc. complete as per dir.

of engg. in charge.

item no 130. Providing and fixing washbasin with single holefor pillar tap with C.I. or M.S. brackets painted

white including sutting holes and making goodthe same but excluding fittings.(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v400mm size. (i) In white colour.

item no 131. Providing & Fixing S.S.304 Grade Sink of Nirali / Krishna or Equivalent Make for

Kitchen Platform of size : 24":x18" as per Direction of engg. In charge

item no 132. Providing and fixing C.P. brass towel rail comlete with C.P.brass brackets fixed to

wooden plugs with C.P. brass scews.(B) 600mm x 20mm size.

item no 133. Providing and fixing 600 mmx120 mm glass shelf with C.P. brass bracket and guard rail

complete mixed to wooden plug with C.P.brass screws.

item no 134. Providing and fixing toilet paper holder. (A) C.P.Brass

item no 135. Providing and fixing screw down bib taps of following size. (A) Brass screw down bib tap

polished bright.

item no 136. Providing and fixing screw down bib taps of following size. (B) Brass chromium plated screws

item no 137. Providing and fixing screw down bib taps of following size. © Gun metal screw down bib tap.

item no 138. Providing and fixing pillar tap, capstan head, screw down high pressure with screws,

shanks and back nuts.

item no 139. Providing and fixing Gun metal check or non-return fullway wheel valve.

item no 140. Providing and fixing chromium plated brass half trun flush cock of approved quality including

fixing in pipe line etc. complete.

item no 141. Providing and fixing Urinal or approved quality including conecting the Urinal

with waste pipe , tap etc.complete. (A) White earthen ware flat back or corner type size

item no 142. Providing and fixing Urinal of approved quality including connection with trap

and with integral longitudinal flush pipe. (A) Squating plate pattern white earthen ware

item no 143. Providing and fixing chromium plated, bottle trap with necessary couplings of approved

quality for wash basin.

item no 144. Providing and fixing ball cock ofapproved quality as directed. (A) Copper Metal (i) 25mm dia.

item no 145. Providing and fixing ball cock of approved quality as directed. (B)Abonite (i) 25mm dia.

item no 146. Filling with good Quality thor as and where directed by the Architect / Engineer-in-

charge, in sunk in layers of 15 cm. thickness, including watering, ramming well etc. complete,

as directed by the Architect / Engineer-in-charge .

item no 147. Providing laying and jointing in true line and level 15 mm dia. U.P.V.C. Pipe (SCH-40) for

cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp

at every two metre C/C or shall be concelled as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same with solvent, including cost of all

materials.adhesive

item no 148. Providing laying and jointing in true line and level 25 mm dia. U.P.V.C. Pipe (SCH-40) for

cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX orequivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp

at every two metre C/C or shall be 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.

item no 149. Providing laying and jointing in true line and level 32 mm dia. U.P.V.C. Pipe (SCH-40) for

cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp

at every two metre C/C or shall be 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.

item no 150. Providing laying and jointing in true line and level 40 mm dia. U.P.V.C. Pipe (SCH-40) for

cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp

at every two metre C/C or shall be 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.

item no 151. Providing in line level plumb, fabricating and fixing three row horizontal barbed wire

fencing and punched tape concertina coil of 9 turns per meter of 610 mm dia fixed with clips

on top of the angle iron posts. The punched tape concertina coil having sharp barbs at every

25 mm spacing shall be 0.5 mm thick and 19 mm width and weighting 13 kg/100 mt. (Average)

as per manufacture's specification. The rate shall also include providing and fixing

mt.total long MS angle 40 x 40 x 6 mm @3.00 mt.c/c spacing embaded in RCC column, angle

posts shall be painted with one coats of red oxide and two coats of enamel paint of approved

quality at top compound wall.

item no 152. Fixing sun film for protection sunlight in black or any colour as as directd by engineer In

Charge.(Market rate)

item no 153. Providing & Fixing 3 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 of16 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. (N.S.)

item no 154. Providing 2 mm thick F.R.P. Gutter with necessary M.S. Supporting Brackets. (N.S.)

item no 155. Providing & Supplying JCB Machine on rental basis in case of emergency situation and break down

type work & also during unavoidable condition as per instruction of engg. in charge, rate includes

all nece. shifting, fuel and operating charges and stacking of useful & non-useful materials

separately up to store. (No payment should be allowed for non working condition of machinery and

for pipe line excavation and laying work)

item no 156. Hiring charges for Tractor with Trolley, Considering 8 hrs.as Working day hours incl.dirver

item no 157. Roller Blind Providing and fixing Roller Blind curtain fixed on window level on

wooden batten and curtain lift with cotton thin rope, make of aerolax or equivalent

design and colour as per instruction by engineer – in – Charge with necessary hardware

fitting, material and labour etc complete.

item no 158. Providing & Fixing Door closer - complete of Approved make to wooden / Aluminium Doors as per

direction of engg. In charge.

item no 159. Providing and fixiing M.S. Fan clamps type 1 of 16 mm dia M.S. bar bent to shape with hooked

ends of R.C.C. slabs during laying incl. painting the exposed protion of loops, all as per standard

design complete.

item no 160. Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat

cement finishing, watering etc. complete.

item no 161. Making Water connection from exi.Muni. Water line (N.S.)

item no 162. Providing and applying fibere reinforced cementitious micro concrete work in

cellings and beams incl.mixture of CEMSCREED HM (F) fair mate company

material, FBR bonding agent material with water in suItable proportion anti corrosive

treatment on exposed beam,celling steel bars with safeCore R incl.all kind of labour

etc.comp.including three coat of white wash.(Approved Rate)

item no 163. 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.

item no 163. (A) .Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and

placing in position complete up to floor two level

item no 164. Providing and fixing 30mm thick solid both side prelam PVC door shutter (sintex door-equivalent)

with necessary alluminium fitting with EL-7 section frame

item no 165. CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A) lime murrum

building rubbish earth manure or sludge & execavated rock and rubbish [Lime murrum

building rubbish]

item no 166. Providing and laying polished granite stone slab 18 mm thick in risers of steps, dedo and pllars laid

on 10 mm thick cement mortar 1:3 (1 cement:3 coarse sand) and jointed with gray cement slurry

including rubbing & polishing etc.complete.

item no 167. Wall panelling with 12 mm MDF fixed to existing alluminium framing and making grove as

per design and finished with royal plastic paint as per instruction of engineer incharge. (N.S.)

item no 168. Providing and laying 15mm bamboza wooden flooring as per architect's drawing

with all necessary details as directed by the project consultants. Use underlay for

better result as per Detail specifications and directed by the project consultants. (N.S.)

(Approved Rate )

item no 169. Applying two coats of Birla (whitecementbased) or Asian (acryliclapy-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

item no 170. Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an

required shape evenshade after thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

item no 171. Providing and fixing flush door shutters, solid core construction with frame of first class

hardwood with cross board and face veneer or plywood face panels, with both side 1 mm

laminate finishing including anodized aluminum butt hinges with necessary screws.

Decorative type and pine wood core anodized minimum 3 no 150 mm long aluminum butt

hinges in flush door shutters with 2 no of brass holdfast 325 mm long 1 no brass tower bolt

250 mm long and two no of 150 mm long brass door handle . Decorative both side laminated

Flush door 35 mm thick. with frame of 10 cm x 7 cmt Indian teak wood frame including

all necessary fitting fixtures hardware screw and adhesive etc fixing up to all lead and

lift height up to 45 mtr from GL etc complete as per direction of engineer in charge

item no 172. P/M/F chainlink jali 8'x4' size as per details sketch & instructionof engineer in charge same as lal

darwaja garden pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht. fixed at 8'9" c/c in C.C

1:2:4 block of 9"x9"x9" size chain link jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS angle

frame 8'x4' size with MS flat of size 25x3 mm welded jali etc.comp.The jali is to be welded to MS

pipe with MS flat as instruction given.The M.S pipe and the M.S angle frame are to be painted one

coat of primer and two coats of paint as directed in line and level. (N.S)

item no 173. Providing & Fixing masonary wall with porbandar lachiya stone with well dressed grooveas per

directed by engg.in charge for foundation, plinth or super structure level (above plinth level upto

floor two level) in cement mortar 1:5 (1-cement : 5-fine sand) incl.pointing the joint with white

cement and yellow oxide powder in proportion to match stone colour the joints should be thread

grooved as per exi. lake stone pitching apperance

item no 174. Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb Block for Footpath in M-20 grade

using 20 mm nominal size black trap aggregate of Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork , mould with well equipped with vibratory system for kerb

stones of approved design including curing, etc. complete, including the cost of formwork etc. complete.

The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and level on 5 cm

thick sand bedding with necessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of the kerb stone fixed

with Bituminous concrete mixed in proper position as directed by Engineer in change to form a portable

mixture. In any case Gravel or such type of materials shall not be allowed for production. a)Laying on

cm thick Sand Bedding.

item no 175. 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 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

5cms thick sand beddding.

item no 176. Provoding and fixing flush door shutters, solid core construction with frame of first class hard wood

with cross board and face veneer or ply wood 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. Labour work for fixing any kind of paving with

cement pointing in CM 1:2, including watering, ramming etc comp. as dir.For pavement

item no 177. Labour work for fixing Interlocking Blocks / any kind of pavement on up to 50 mm thick sand

bedding, levelling, watering and fixing in line & level as well cleaning the site etc.comp. as directed.

item no 178. Box type metal letters forming composite box made from 1mm thick stainless steel plate of grade

304 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 / consultant.

item no 179. Providing and fixing false ceiling at all height including providing and fixing of frame work made

of special sections, power pressed from M.S. sheets and galvanized with zinc coating of

gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x

1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to

the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat

fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size

and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the

spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of

mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall

be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of

2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm

thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to

wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @

mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the

help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a

flush finish of tapered and square edges of the board with recomme-nded jointing compound

jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of

joint and two coats of primer suitable for board, all as per manufacturer’s specification and also

including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of

perimeter channels suitably fixed, all complete as per drawings, specification and direction of the

Engineer in Charge but excluding the cost of painting.

item no 180. Providing & Fixing SPEED BUMP - #2 No (1 black, 1 yellow) 350 x 500 x 50 mm, Size per color

End Cape 350 MM x 175 MM x 50 MM TOP DESIGN - Lining Top flat ANTI SKID PATTERN

FOR GRIP COLOUR :- YELLOW & BLACK BODY MATERIAL :- MODIFIED

THERMOPLASTICS (Polymer Rubberized ) • ECO FRIENDLY RECYCLE RUBBER Packing

:- 4 pcs/ woven Bag Load Capacity :- 20 MT Fitting ( Fixing on TRAKE) :-4 holes & END CAPE :-

2 HOLE HEX Bolts with Washer Epoxy for Bolt Fitting etc. complete as directed by EIC .

item no 181. Providing and fixing of Roller blind curtain/blackout. The fabric shall be woven from formulated

platisol extruded over a polyaster yarn.The fabric shouldl be weaved to provide subtle view of the

side of the blind and should offer elimination of glare and sunlight radiance upto a minimum of

80%.The fabric shall be flame retardant.

item no 182. Providing and fixing PVC/Gpsysum plain colour false ceiling with grid type with aluminium

frame from gypsteel, fastners ,props, Finishing as per architectural drawing allowing

openings for A.C. Diffusers, Light/Electrical Points etc –complete, Prior to fixing on

frame.(Brand : Anutone or equivalent ) (N.S.) or as directd by engineer In Charge.

item no 183. Provdg. & laying S.W. Gully trap with brick masonry chamber & water tight G.T.Stone including

fixing of covervSquare mouth trap 100 mm x100 mm size P-Trap

item no 184. Providing cement vata (10cmx10cmsize) quarter roundin cement mortar 1:1 including neat cement

finishing, waterin getc. complete.

item no 185. Providing and laying (to level or slopes) and jointing with stiff mixture of Cement Mortar in

proportion 1:1 Salt glazed stoneware pipes including testing of pipes and joints complete.(A)

item no 186. Providing and laying (to level or slopes) and jointing with stiff mixture of Cement Mortar in

proportion 1:1 Salt glazed stoneware pipes including testing of pipes and joints complete.(B)

item no 187. Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with

bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light

duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement

:2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls

and bed concrete etc. complete.(i) Inside dimensions 455mmx 610mm and 450mm deep for single

item no 188. Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with

bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light

duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement

:2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls

and bed concrete etc. complete.(i)Inside dimensions 500mm x 700 mm and 450mm deep for pipe

line with one or two inlets.

item no 189. Providing, supplying and fixing pre cast C.C. blocks (M-20) edge kerb having size of 75 x

x 300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and racking

out the joints incl. necessary excavation of asphalt, soil etc. completed. ( App Rate )

item no 190. Constructing a cooking Sandwich platform 60 cm. width and 70 cm high resting on B.B.Masonry

walls 23 cm.thick in C.M.(1:6) with (ii) Fixing black Granitee 30mm thick laid on precast R.C.C.

(1:2:4) slab with plastering on exposed faces of wall in C.M. (1:4) etc complete

item no 191. Providing and fixing hard drawn steel wire fabric 75mm x 25mm mesh or weight not less than

kg. per Sq.M. to window frames etc. including60 x 20mm beading of teak wood.

item no 192. 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

item no 193. Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone

aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement. (A)

item no 194. Providing and constructing, Underground (U/G) water tank of specified capacity, on specified location,

for all depths, in controlled CC of M-200 grade with bottom slab, top slab and RCC walls, including cost

of form work and reinforcement,with inside and outside plaster in CM 1 :3 and water proofing treatment

as per IWP specification,including injection, grouting, etc. complete. The rate includes for providing and

fixing two nos. 0.6m. x 0.6 m. size medium duty CI manhole cover/s at top, including wash out pipe line

and inlet and outlet connections etc. complete.

item no 195. Providing and fixing PVC Printed pain colour false ceiling with grid type with alluminium frame

consisting of 600mm x 600mm 3mm thick plain PVC sheet used as panel insert in a frame work made

using anodized alluminium T section of size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick) in square

pattern of grid sizes of 2 x 2 (600 x 600mm) The alluminium frame work is supported from the cceiling

with the help of G.I. hook and G.I. wire/6mm M.S. rods of required sizes to maintain proper level etc.

The aluminium frame work is supported on side wall with the use of alluminium L section of size 1 x1

(25 x 25mm) angles etc. complete as per direction of Engineer in charge. Manufactures specification and

item no 196. Supplying, labour for excavation of all type of soil at any depth including excavation of asphalt

pavement of any thickness,demolition of brick work in cm of any proportion including stacking

of serviceable materials and disposal of unserviceable material rtc comp. as directed.

item no 197. Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by

using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be allowed

for non working condition of machinery and for pipe line excavation and M.H. work. Allowed

only for break down work)

item no 198. Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having

National Sanitation Foundation (NSF) seal for potable water of following dia. Nominal bore tube fittings

and clamps including making good the wall, ceiling and floor etc. complete.

item no 199. 50 MM DIA

item no 200. Supplying and fixing C.I. cover 300mm x 300mm without frame for Gulley trap (Standard pattern) te

weight of cover to be not less 4.53 Kg.)

item no 201. Providing and fixing to wall ceiling and floor 10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy, complete with special falnge compression type

fittings, wall clips etc. including making good the wall ceiling and floor.

item no 202. Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including excavation,

B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with 40 mm thick IPS flooring

in the prop M15 at bottom and 15 mm thick cement plaster inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed.

item no 203. CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc.

comp.. As directed by engineer in charge.

item no 204. 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 in masonary CM 1:5, RCC Slab in

CC 1:1.5:3 of thickness 23 C.M., including Cantering & reinforcement (double jalli at 15 C.M. c/c

bothway 12 mm dia.) but excluding the cost of Manholeseat cover etc..completed. of Size 1.00 X

meter (Inside Clear,M.H. length should be parallel to the flow, for pipe dia <= 800 mm) (Based on

Drainage SOR 2009-10)

item no 205. 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 as directed.

item no 206. 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 chamber seat

cover etc.completed.

item no 207. Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

item no 208. Providing and supplying ISI marked only Standard length Stoneware pipes in standard lengths of

following class and diameter including all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS -

651 / 1989)(GWSSB SOR 2022-23,page no- 40)

item no 209. 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 material etc.comp.(GWSSB SOR 2022-

Item no 210. Providing, fabricating and fixing sliding shutters fabricated from 1.0 mm thick mild steel (M.S.) sheet,

reinforced with structural frame comprising 40×40×6 mm M.S. angle iron and diagonal bracing members

of the same section to ensure rigidity and load-bearing performance up to 10-ton capacity.The shutter

assembly shall include 3.15 mm thick M.S. gusset plates welded at all junctions and corners for structural

strengthening. The sliding mechanism shall consist of 25 mm diameter pulleys mounted on suitable

brackets, operating over properly aligned guide rails made from 40×40×6 mm angle iron and T-iron

sections provided at top and bottom respectively to ensure smooth and stable operation.The shutter shall

be complete with M.S. handles, stoppers, locking arrangement and all necessary fixtures, fasteners,

welding, cutting, alignment and erection at site as per approved drawings and directions of Engineer-in-

Item no 211. Providing and deploying pneumatic breaker machine of suitable capacity for demolition of reinforced cement

concrete (RCC) slabs and asphalt pavement at site, including arrangement of skilled operator, fuel,

compressor, power supply, hoses, tools and all ancillary equipment required for efficient operation,

complete as directed by the Engineer-in-Charge.

Important Note:-

As well as Considered Item Specifications as Per Item Given, not by serial number, the specifications of items which are

not mentioned in BOQ Item, Specifications should be considered as per AMC Sor Current Approved Rates for Civil and

Electrical Works, as per Available on Site of Ahmedabadcity.gov.in All the Specifications should be Considered as per

Schedules Rates of R & B Division of both civil and Electrical Works. Hence it an ARC Tender All the Quantity Would

Vary as per Instruction of Engineer in Charge. No Rate would be given Extra for Increase or Decrease in the Quantity of

The BOQ Scheduled Items.

CONTRACTOR'S SIGNATURE & STAMP Addl.City Engineer

Mobile No.:- (South Zone)