Repairing/Renovation work of D.K.Patel Hall,Ward Office,Night Shelter,diff.Anganwadi,Community halls,Muni.schools,Muni.Libraries,And Diff.Muni.Buildings in Naranpura ward in west zone.(ARC) (Re-Tender)

Name of work:- Repairing/Renovation work of D.K.Patel Hall,Ward Office,Night

Shelter,diff.Anganwadi,Community halls,Muni.schools,Muni.Libraries,And

Diff.Muni.Buildings in Naranpura ward in west zone.(ARC) (Re-Tender)

Sr. No. Qty Description of Item Per Amount 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

1.5 to 3.0 mt.depth

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

c 150.00 disposing off Cmt

the excavated stuff upto 50 Meter lead.(A) Loose or soft

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(C)

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.

Filling in plinth with sand underfloors

3 170.00 including watering ramming, consolidating and Cmt

dressing etc. complete.

Filling in foundation and plinth with murrum or selected

4 130.00 soil in layers of 20 cm. thickness including Cmt

watering, ramming and consolidating etc.

Providing and laying cement concrete1:5:10

(1-Cement: 5- coarses sand and:10-hand broken

5 110.00 stone aggregates 40mm nominal size) and Cmt

curing complete excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton).

Providing and laying cement concrete1:4:8

(1-Cement: 4- coarses and:8-hand broken stone

6 80.00 aggregates 40mm nominal size) and curing Cmt

complete excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton).

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-hand broken stone

8 50.00 aggregates 20mm nominal size) and curing complete Cmt

including cost of formwork in (A) wall caps/coping

(upto 10 ton)..

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

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

b 40.00 girders and cantilivers upto floor two level Cmt

Independent piers, columns, and pillars, upto floor two

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

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.

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

11 35.00 formwork and reinforcement for reinforced concrete work Cum

in (A) Foundations, footings,Base of

columns and Mass concrete

Providing and laying in position Ready Mixed

M-150 grade concrete for reinforced cement

conctere work, using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work intransit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures

inrecommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve work

ability without impairing strength and durability as

per direction of theEngineer-in-charge. Without Fly Ash

(Min cement level as per latest IS456 shall be

Providing and laying in position Ready Mixed

M-200 grade concrete for reinforced cement

conctere work, using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work intransit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve work

ability without impairing strength and durability as

per direction of theEngineer-in-charge. Without Fly Ash

(Min cement level as per latest IS456 shall be

Providing and laying controlled cement concrete

M.200for curing complete excluding cost of

14 30.00 formwork and reinforcement for reinforced concrete work Cum

in (A) Foundations, footings,Base of columns and Mass

Walls, from top of foundation level upto floor two level

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

c 30.00 and Cantilever upto floor two level. Cum

Columns, Pillars posts and struts upto floor two level.

Staircases excluding landing upto floor two level

Vertical and Horizontial its upto floor two level.

Providing and laying in position Ready Mixed

M-250 grade concrete for reinforced cement

conctere work, using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work intransit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve work

ability without impairing strength and durability as

per direction of theEngineer-in-charge. Without Fly Ash

(Min cement level as per latest IS456 shall be

maintained) (Cement level 450 kg )

Providing and laying controlled cement concrete M.250

16 and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in

Foundations, footings, Base of columns and Mass

B 40.00 concrete. Cu.M.

Walls, from top of foundation

C 35.00 level upto floor two leve Cu.M.

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

D 30.00 Girders and Cantilever upto floor two level. Cu.M.

Columns, Pillars posts and

E 30.00 struts, upto floor two level. Cu.M.

Providing and laying in position Ready Mixed M-300

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to

10 kms having continuous agitated mixer, manufactured

as per mix design of specified grade for reinforced

17 40.00 cement concrete work including pumping of R.M.C. from Cum

transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures

in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. Without Fly

Ash (Min cement level as per latest IS

shall be maintained)

Providing and laying in position Ready Mixed M-350

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to

10 kms having continuous agitated mixer, manufactured

as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from

18 40.00 transit mixer to site of Cum

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures

in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. Without Fly

Ash(Min cement level as per latest IS

shall be maintained)

Providing and Laying ordinary cement concrete

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

aggregates 20 mm nominal size) and finishing

19 40.00 smooth with curing etc. complete including the cost of Cum

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

Providing and Laying ordinary cement concrete

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

aggregates 20 mm nominal size) and finishing

20 40.00 smooth with curing etc. complete including the cost of Cum

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

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

Cement 2- coarse sand : 4- graded stone aggregates

21 45.00 mm nominal size) for R.C.C lintel including finishing Cum

smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement.

Brick work using common burnt clay building

bricks having crushing strength not less than

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

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

(A) Conventional (upto 10 ton)

Extra Rate for brickwork in Above Item for super

23 structure above plinth level upto floor two level (B)

(A) Conventional (upto 10 ton)

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

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

Conventional Floor

Half brick masonry in common brunt clay building

bricks having crushing strength not less than

24 200.00 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 Smt

coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

Extra for half brick masonry in super structure

25 100.00 above plinth level upto floor two level (B) Smt

Providing and laying Pre cast Light weight concrete

hollow core wall with hollow core concrete unit of

approved make & size of 92 mm thick, 600 mm wide

26 50.00 mm in legth made from of controlled cement Sqm

concrete M20 having cube compressive strength not

less than 20 MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint compound

/P.U. Foam. (Plaster not required)

Providing and laying Pre cast Light weight concrete

hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide

27 75.00 mm in legth made from of controlled cement Sqm

concrete M20 having cube compressive strength not

less than 20MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint compound/

P.U.Foam. (Plaster not required)

Providing and laying Pre cast Regular concrete

hollow core wall with hollow core concrete unit of

approved make & size of 92 mm thick, 600 mm wide

28 75.00 mm in legth made from of controlled cement Sqm

concrete M35 having cube compressive strength not

less than 35 MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint compound/

P.U.Foam. (Plaster not required)

Providing and laying Precast Regular concrete

hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide

29 100.00 mm in legth made from of controlled cement Sqm

concrete M35 having cube compressive strength not

less than 35 MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint compound

/P.U.Foam. (Plaster not required)

Providing form work in ordinary timber planking so

as to give a rough finish including centering,

shuttering, strutting and propping etc. height of

30 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

Foundation, footings, bases of columns etc. and

(B) Flat surfaces such as soffits of supspened floors

b 250.00 slabs Landings and the like. (1) Floors etc. upto 200 mm Smt

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

c 250.00 slabs Landings and the like. (2) Floors etc. above Smt

200mm in thickness.

Vertical surface such as walls (any thickness) partitions

d 250.00 and the like including attached buttresses & string Smt

course & the like.

(ii) Sides And Soffits Of Beam, Haunchings

e 300.00 Cantilevers, Girders, Bressumers And Lintels Smt

Not Exceeding 1 M In Depth.

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

f 150.00 Rectangular Polygonal in plan. Smt

(2) Circular or curved in plan.

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

h 150.00 canti-levers Girders Bressumers and Lintels exceeding Smt

Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including

anodised alluminium butt hinges with necessary

(A) Indian Teak Wood (ii) Fully Glazed.

(B) Indian Teak Wood (ii) Fully Panelled

(C) Indian Teak Wood (iii) Partly panelled and partly

Providing and fixing 35 mm thick shutters for Doors,

32 windows and clear story windows including black

enamelled M.S.butt hinges with necessary screws.

(A) Indian teak wood. (i) Fully Panelled.(upto

(A) Indian teak wood. (ii) Fully Glazed.(upto

(A) Indian teak wood. (iii) Partly panelled and partly

c 20.00 glazed. (upto 10 ton) Smt

Providing and fixing 35 mm thick panelled, glazed or

panelled and glazed shutters for Doors windows and

33 clear story windows including anodised alluminium

But hinges with necessary screws and indian teak

wood shutters with.

(A) Plywood sheet panels.

(B) Particle board panels

(C)Hard board panels.

(D) Asbestos sheet panels.

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. (upto 10 ton)

Providing and fixing 25 mm thick shutters for cupboards

etc. including anodised alluminium

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

(ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for cupboards

etc. including anodised alluminium butt hinges with

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

panelled and partly glazed.

Providing and fixing plain asbestos cement sheet

mm thick in partitions including fixing to fames with

35 100.00 screws etc, complete with 50 mm x 12 mm Smt

Deodar wood beading (Frames to be paid

separately) (upto 10 ton)

Providing and fixing in partitions 4 mm thick medium

hard board of approved quality including fixing to fames

36 120.00 with screws etc complete with 50 mm x 12 mm Smt

teak wood beading (Frames to be paid

separately) (upto 10 ton)

25 mm thick wooden shelves supported on 40 x

40 mm x 6 mm T or L iron brackets fixed at

37 100.00 suitable distances but not exceeding 75 cm. Smt

apart with Mango wood or equivalent quality. (upto

40 mm thick wooden shelves supported on 40 x

40mm x 6 mm T or L iron brackets fixed at suitable

distances not exceeding 75cm. Apart with

Mango wood or equivalent quality. (upto 10 ton)

Providing and fixing M.S. round or square bars with

39 1000.00 M.S. flats at required spacing in wooden frames of kg

windows and clerestory windows.(upto10 ton)

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at

40 2000.00 required spacings and frame alround, square or kg

round bars with round headed bolts and nuts or by

screws (A) Plain Grill. (upto 10 ton)

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at

41 450.00 required spacings and frame alround, square or kg

round bars with round headed bolts and nuts or by

screws (A) Ornamental Grill. (upto 10 ton)

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. (upto 10 ton)

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

43 25.00 cm.x7 cm. size including 3 coats of oil painting to Smt

wood work etc.complete.with wooden louvers plank

12mm thick (upto 10 ton)

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

45 20.00 enamelled iron oxidixed fixtures and Smt

fastenings including primer coat of approved quality and

two coats of oil painting etc, complete.(ii) Fully

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 30mm thick FACTORY MADE

SOLID BOTH SIDE PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S.tubes of

19 gauge thickness and size of 19mm x 19mm for stiles,

top and bottom rails. M.S. frame shall have a coat of

steel primer of approved makde

and manufactures. M.S frame covered with 5mm thick

heat moulded prelim PVC ‘C’ channel of siz 30mm

thickness, 70 mm width of which 50mm shall be flat and

20mm shall be tapered in 45 degree Angle on either side

forming stiles, and 5mm thick, 95mm wide pream PVC

sheet out of which 75mm shall be flat and 20mm shall be

tapered in 45 degree on the inner side ot form top and

bottom rail and 115mm wide prelim PVc sheet out of

75nmm shall be flat and 20mm shall be - 75nmm shall

be flat and 20mm shall be tapered on both side to form

lock rail, Top, bottom

and lock rails shall be provided either side of the panel.

10mm (5mm x 2) thick 20mm wide cross PVC sheet

shall be provided as gap insert for top rail and bottom

rails. Panelling of 5mm thck both side prelim PVC sheet

to be fitted in the M.S. frame welded,sealed to the stiles

and rails with 7mm (5mm + 2 mm) thick x 15mm wide

PVC sheet beading on inner side, and joined togeth with

solvent cement adhesive. An additional 5mm thick PVC

strip of 20mm width is to be stuck on the interior side of

the ‘C” chanel using PVC solvent adhesive etc. complete

as per direction of Engineering in charge, manufacture’s

specification and rawing.

Providing and fixing in position collapsible steel

shutters with vertical channels 20 x 10 x 2 mm

braced with flat iron diagonal 20 x6 mm size with top

48 20.00 and bottom rails T iron 40 x 40 x 6 mm with 38 mm dia Sq.M.

steel pulleys complete with bolts, units, 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 huide rail at top

and bottom respactively with handles, stoppers and

locking agangement etc, including applying a

priming coat of red lead paint. (upto 10 ton)

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S.laths inter-locked

together through their entire length and jointed together

at theends by end locks mounted on specially

50 10.00 designed pipe shaft with bracket plates, guide Sqm

channels and arragements for inside and out

side locking with push-pull operation including

the cost of hood cover and spring etc.

complete. (A) Shutters having width below 3.5 M.

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S.laths inter-locked

together through their entire length and jointed together

at theends by end locks mounted on specially

51 30.00 designed pipe shaft with bracket plates, guide Smt

channels and arragements for inside and out

side locking with push-pull operation including

the cost of hood cover and spring etc.

complete. (A) Shutters having 3.5 M. & Above

Providing and fixing extruded aluminum window having

extruded aluminum Colour 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.

Providing and fixing window having extruded aluminum

Colour anodized section frame main outer size 63.50 x

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

track member size 61.85 mm x 31.75 mm x 1.20mm @

wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

53 25.00 shutters of horizontal member size 40mm x 18mm x Sq. M.

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

0.457 Kg/mt with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing

to frame as per details etc complete for window.

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, @ 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

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

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

57 50.00 marble cihps of required sizes from 1 mm to 4 mm Sqm

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)

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: 1

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 pointing in white cement.

Providing and laying Ceramic tiles 6 mm thick in

flooring treads of steps and landing laid on a bed of

60 250.00 mm thick cement mortar 1:3 (1- cement :3-coarses and) Sq.M.

finishing with flush pointing in white cement. (upto

Providing & Fixing 2mm Aluminium / 4mmACP

sheeting fixed with Type-11 Class-C High Intensity

61 50.00 Grade Sheeting as per IRC 67 : 2012 reflective sheeting Smt

of size including lettering and signs as

Providing and laying Vitrified tiles 8 to 10 mm thick,

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

62 150.00 bed of 12 mm thick cement mortar 1:3 (1- Sq.M.

cement:3-coarses and) finishing with flush pointing

inwhite cement. (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick,

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

63 250.00 thick cement plaster 1:3 (1- cement: 3-coarse Sqm

sand) and jointed with white cement slurry (upto

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 (upto 10 ton)

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

67 250.00 L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid over Sq.M.

and jointed with grey cement slurry mixed with pigment

to match the shade of slab including rubbing and

polishing etc. complete. (A) 25 mm thick (upto 10 ton)

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 thick (upto 10 ton)

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. (upto 10 ton)

Providing and laying cement concrete flooring

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

71 150.00 aggregate 20mm nominal size) laid in one layer and Sq.M.

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

40mm thick. (upto 10 ton)

Providing and laying cement concrete flooring

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

72 100.00 aggregate 20mm nominal size) laid in one layer and Sq.M.

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

50mm thick. (upto 10 ton)

Providing and fixing pre-cast concrete kerb

stone of gray cement based concrete block 30 cm

length, 30 cm height and 15 cm thick of M200 grade

73 350.00 concret as per approved design and including Rmt

excavation for fixing in proper line and level, filling the

joint with C:M 1:3 (1 cement :3 fine sand) etc

complete. (upto 10 ton)

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

74 150.00 concrete M300 pnumatic compressed / vibrated Smt

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

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.asdirected.

Providing and laying coloured glazed tiles of

the size 300 mmx200 mmx8 mm/300 mmx450

76 310.00 mmx8 mm in skirting, risers of steps and dedo Sqm

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

coarse sand) & jointed with white cement slurry.

Providing corrugated G.I. sheet of class-3 roofing

fixed with glavanished iron J or L Hooks, Bolts

and nuts 8 mm diameter with bitumen and G.I. limpet

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

complete excluding the cost of purlins, Rafters and

Trusses. (1) 0.80 mm thick sheet.(up to10 ton)

Providing ridges or hips 600 mm over allin 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.

Providing and fixing 150 mm wide 450 mm over all semi

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

79 150.00 brackets 40 mmx3 mm size Bolts, Nuts, washers Sqm

etc. including making necessary connection with rain

water pipes. (i) 0.80 mm thick

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

80 500.00 bitunen saturated under lay type land third course with Sqm

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. (upto 10 ton) including

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

82 750.00 for interior plastering up to floor two level and Sqm

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

(1-cement :3-sand)

Providing 20mm thick sand faced cement plaster on

walls upto height 10 metres above ground level

83 750.00 consisting of 12mm thick backing coat of C.M. 1:3 (1- Sqm

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

84 650.00 washing to give an even shade after through Sqm

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.

Extra Coat for Above Item over above for

87 1000.00 every subsequent coat of approved brand and Sqm

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

88 2000.00 distemper primer of approved brand and Sqm

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.

Extra Coat for Above Item over above for

89 2000.00 every subsequent coat of approved brand and Sqm

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

91 1200.00 painting with plastic emulsion paint of approved brand Sqm

Extra over item for painting with plastic emulsion paint of

92 1200.00 approved brand on ceilings and sloping roofs. smt

Applying priming coat over new steel and other

metel surface after and including preparing the

surface by throughly cleaning, oil, grease, dirt and

other foreign matter and scoured with brushes fine

steel wood, scrapers and sand paper with ready

mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel paint,

94 500.00 brushing, interior to give an even shade including Sqm

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

95 500.00 enamel paint, brushing to give an even shade Sqm

including cleaning the surface of all dirt, dust and

other foreign matter.

Extra over item for 83 & 84 every sub sequent coat of

Painting two coats (excluding priming coat) on

new steel and other metal surface with synthetic

97 500.00 enamel paint, brushing to give an even shade Sqm

including cleaning the surfaceofalldirt,dust and other

foreign matter.

Painting one coats (excluding priming coat) on

previously printed steel and other metal surface with

98 500.00 synthetic enamel paint, brushing to give an even Sqm

shade including cleaning the surface of all dirt, dust and

other foreign matter.

Extra over Above item for 86 & 87 for every sub

sequent coat of paint.

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

102 500.00 cleaning the surface of all dirt, dust and other Sqm

foreign matter sand papering and stopping. (a) Ready

brushing wood primier pink.

Painting one coats (excluding priming coat) on

previously painted wood and wood based surface

103 500.00 with enamel paint, to give an even shade including Sqm

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

Ready mixed paintbrushing priming for enamel

Extra over Above item for 91 & 92 every sub

sequent coat of paint.

Painting two coats (excluding priming coat) on new

wood and wood based surface with ready mixed

105 500.00 paint, brushing, oil, gloss, semi gloss to give and Sqm

even shade including cleaning of all dust, dirt and

other foreign matter sand papering and stopping.

Providing 15 mm thick cement plaster by using Ready

Mix Mortar for plaster in single coat on rough (similar)

106 750.00 side of single or half brick walls for Sqm

interior plastering upto floor two level and finished even

and smooth in Cement mortar 1:4 (1 Cement : 4 sand)

Applying two coats of putty & two coats of primer

of approved brand and manufacture on new wall

107 2000.00 surface to give an even shade including thoroughly Sqm

brushing the surface free from mortar dropping and

other foreign matter and sand papered smooth.

Painting two coats (excluding priming coat) on

new wood and wood based surface with enamel

108 150.00 paint, interior to give an even shade including Sq.M.

cleaning the surface of all dirt, dust and other

foreign matter sand papering and stopping.

Writing letter or figures on any surface with per

black japan paint (stops, comas, hyphens and the letter

like not to be measured and paid for separately) 3.47 per

(i) Block (Letters/Figures) (Per 10 Letter pet CM.HT) Cm/Ht

Extra over items for using thick white paint instead per

of black japan paint. (i)Block (Letters/Figures) letter

Polishing with french polish on new wood and

wood based surface to give an even

surface including cleaning, the surface of all dirt, dust

sand papering smooth and including a coat of wood

Extra over items for using thick white paint instead per

of black japan paint. (ii) Indian (Letters/Figures) letter

Painting lines, deashes, arrows, letters etc on roads,

Air fields and like in two coats with road marking paint,

brushing including cleaning the surface of all dirt,

dust and other foreign matter. (i)Over 10cmi n width

Painting lines, deashes, arrows, letters etc on roads,

Air fields and like in two coats with road marking paint,

brushing including cleaning the surface of all dirt,

dust and other foreign matter.(ii) Upto 10 cm in width

Painting lines, deashes, arrows, letters etc on roads, Air

fields and like in one coats with road marking paint,

brushing including cleaning the surface of all dirt, dust

and other foreign matter. (i) Over 10cm in width

Painting lines, deashes, arrows, letters etc on roads,

Air fields and like in one coats with road marking paint,

brushing including cleaning the surface of all dirt,

dust and other foreign matter. (ii) Upto 10cm in width

Demolition including stacking of serviceable

117 100.00 materilas and disposal of unserviceable materials with Cu.M.

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

Demolition of terrace including stacking of serviceable

119 250.00 materilas and disposal of unserviceable materials with all Smt

lead and lift.(i) Brick tile covering.

Dismentaling tiled of stone floors laid in mortar

120 150.00 including stacking of serviceable materil as and disposal Sqm

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.

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) A.C. sheet roofing.

Dismentling steel work including distempering and

123 110.00 stacking the materials with all lead and lift. Kg.

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including chowkhats

124 55.00 architraves, hold fasts and other attachment etc. Each

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

125 65.00 architraves,hold fasts and other attachment etc. Each

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

126 255.00 good the disturbed ground stacking useful materials Rmt

as directed and disposing as directed

and disposing of the unserviceable materials with

all lead and lift.

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

Dismantling santtary fittings like wash basin . W.C.

128 60.00 pan Indian and Europe an type, flushing tank etc. Each

including stacking the materials with all lead and lift

Scraping oil paint from steel and other metal surface

129 120.00 and making the surface even (with Hand Smt

Removing and scraping of old deteriorated

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

130 500.00 member including stacking of serviceable material Smt

and disposal of unserviceable from site of work with all

Providing and fixing M.S. fan clamps of shape

131 50.00 and size as specified in existing R.C.C. slab Each

including cutting chase and making good.

Cutting out cracks of roof terrace to V-section,

132 100.00 cleaning out, wetting, grouting with cement and Rmt

sand slurry 1:3 (1-cement 3-sand ) (upto 10 ton)

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) (up to 10

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)

134 30.00 (c) Shutter bottom section at 114.3x44.45 mm at (1.37 Sq. M.

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 Alluminium window sliding

/ fix type with frame using approved anodised extruded

alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent (a) Frame

sections 65 x 25 mm ( at 0.41 kg/mt) (b)Sliding Frame

bottom section of 61.85 x 31.75 mm (at 0.41 Kg/Rmt) ©

Shutter top & bottom section 40 x18 mm ( wt. 0.41

Kg/Rmt ) (d) Shutter interlock vertical section 10 x

mm.( 0.41 Kg/ Rmt) (e) Shutter vertical of 40 x 18 mm.

(0.41 Kg/Rmt) including P/F installing 5 mm thick

approved color Acrylic sheet of standard quality

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

136 25.00 frame for Gulley trap (Standard pattern) te weight of Each

cover to be not less 4.53 Kg.)

Providing and fixing standared extruded of alluminium

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

137 1.00 Rmt with colour Powder Coated alluminium frame with Sq. M.

5 mm thick transparent bronze colour tinted float glass

as details etc complete for Fix window.

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

139 120.00 having 1-2 mm thickness as per directed by Smt

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

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

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

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

142 35.00 dwarf wall 1.0 Mt. high and 23 cm. thick cement Rmt

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.

Making 15 mm groove in RCC work on road and filling it

144 20.00 with polysulfied selant and finished it good incl. all all Rmt

labour charges etc. comp as directed

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.

Carring 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 labour and material etc. complete.

Using Chlordene 20 EC. As Per 6113_part III

146 500.00 Consentration Weight1.00 percent is recommended one Smt

litre chemical emulsion dillute with 9 liter of

kerosene precent concentration. Total dillute

concrentration will be 10 litre inclusive of the

litre chemical emulsion appication 0.75 / Litre

chemical per one Sqmt printed two coat wood surface.

Applying general insecticide pest control treatment

to floors, cup boards etc including labour

material etc. complete. Using Heptachloride

EC. As Per 6113_pests Consentration Weight

147 600.00 percentis recommended one litre chemical emulsion Smt

dillute with 39 liter of water will give. Total dillute

concrentration will be 40 litre inclusive of one litre

chemical emulsion appication 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

148 1200.00 Per 6131_paret-II Consentration Weight on percentis Smt

recommended i.e one litre 20 EC chemical emulsion

with 19 liter give 1% concrentration inclusive of one

litre chemical emulsion appication attherate of

Litre chemical / Sqm of surface is recommended

Carrying out wall treatment for termite control

including spraying with chemical solution in oil base

(0.5 Lit./Sq.M.) including labour and material

Using Hepachlor concentration 20 EC. As Per

IS.6316_paret-II Consentration by Weight

149 65.00 percentis recommended i.e one litre chemical Smt

emulsion dillute with 39 liter go fIS concrentration

total dillite concentration will be 40 litre inclusive of

one litre chemical emulsion appication at the rate

of 7.5 Litre chemical / Sqm of surface is recommended

Providing erecting and fixing double coated

Syntex 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.

(A) 15mm (upto 10 ton)

(B) 20mm (upto 10 ton)

(C) 25mm (upto 10 ton)

(D) 32mm (upto 10 ton)

(E) 40mm (upto 10 ton)

(F) 50mm (upto 10 ton)

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)

(A) 15mm (upto 10 ton)

(B) 20mm (upto 10 ton)

(C) 25mm (upto 10 ton)

(D) 40mm (upto 10 ton)

(E) 65mm (upto 10 ton)

(H) 80mm (upto 10 ton)

Making connection of galvanised Mild steel

distribution branch with galvanised mild steel main

153 5.00 mm to 80 mm nominal bore by providing and Each

fixing tee including cutting and threading the pipes

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.

15.00 (F) 75mm Rmt

Providing and fixing cast iron (Spun) Nahni trap

of the following nominal diameter of self cleaning

156 10.00 design with C.I. screaed down or higned grating Each

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,

157 35.00 bed concrete, foot rest and trap to be measured Each

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

pattern = White colour

Provdg. & fixing wall mounted White / Color

Vitreous China European water closet with

158 20.00 integral P trap of "Cera" - Clair Series or No.

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

Providing and fixing Urinal of approved quality

including connection with trap and with integral

160 25.00 longitudinal flush pipe.(A) Squating plate pattern No.

white earthenware 550mm x 300mm.

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

161 10.00 series or equivalent standard make as approved No.

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

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

162 10.00 series or equivalent standard make as approved No.

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

163 10.00 with the pan and soil pipe in cement Mortar1:1 (1- Each

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

Providing and fixing washbasin with single hole for

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

including sutting holes and making good the same

164 15.00 but excluding fittings.(A) Vitreous China:(ii) Flat Each

Back washbasin 550 mm x v 400mm size. (i) In

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

brackets, painted white including cutting holes in

165 5.00 walls and making good the same but excluding Each

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

167 5.00 cock of approved quality including

fixing in pipe line etc. complete.(ii) 25mm dia.

c 5.00 (1) 25 mm dia. No.

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

mm dia. Waste pipe etc. complete as per dir.

of engg. in charge.

Finishing wall with water proofing cement paint of

on wall surfaces (Two coats) to give an approved

brand and manufacture and of required shape

169 100.00 even shade after thoroughly brushing the surface to Smt

remove all dirt and remains of loose powered

Extra over Item 156 for every subsequent coat of

170 100.00 water proofing cement paint of approved brand Smt

and manufacture.

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.

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

brackets, painted white including cutting holes in

172 2.00 walls and making good the same but excluding Each

fittings. (C) Vitreous China Sink.(i) 600mm x 450mm

Providing and fixing C.P. brass towel rail comlete

173 1.00 with C.P.brass brackets fixed to wooden plugs with Each

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

Providing and fixing 600 mmx120 mm glass shelf

174 1.00 with C.P. brass bracket and guard rail complete Each

mixed to wooden plug with C.P.brass screws.

Providing and fixing toilet paper holder. (A)

Providing and fixingof S.S. Railing pipe 50 mm x 16 G

176 50.00 ASIS 304 Grade as per instruction of engineer in charge.

Providing and fixing screw down bib taps of following

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

Providing and fixing screw down bib taps of

178 following size. © Gun metal screw down bib tap.

Providing and fixing pillar tap, capstan head,

179 screw down high pressure with screws, shanks and

Providing and fixing Gun metal check or non-

180 return fullway wheel valve.

(III) 25 MM DIA

Providing and fixing brass screw down stop tap.(A)

Providing and fixing chromium plated brass half

182 trun flush cock of approved quality including fixing in pipe

line etc. complete.

(iii) 32mm dia.

Providing and fixing Urinal or approved

quality including conecting the Urinal with

183 15.00 waste pipe , tap etc.complete. (A) White earthen Each

ware flat back or corner type size 430mm x

Providing and fixing chromium plated, bottle trap

184 1.00 with necessary couplings of approved quality for Each

Providing and fixing ball cock ofapproved quality as

185 5.00 directed. (A) Copper Metal (i) 25mm dia. Each

Providing and fixing ball cock ofapproved quality as

186 5.00 directed. (A) Copper Metal (i) 50 mm dia. Each

Filling with good Quality thor as and where

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

187 1.00 sunk in layers of 15 cm. thickness, including watering, Cmt

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 and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum density

95kg/cum. non-staining with less than 1% water

absorption & compression recovery of 93% minimum as

per specification for 20 mm wide expansion joint

including cutting to required size and shape at all levels

etc.complete as directed.

Fixing sun film for protection sunlight in black or any

194 15.00 colour as as directd by engineer In Charge.(Market rate) 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. (N.S.)

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

196 15.00 M.S. Supporting Brackets. (N.S.) Rmt

Hiring charges for J.C.B.machine inclduing cost of

197 55.00 fuel, operator, dirver etc.. ( 12 hours sift Hrs.

day/night) (N.S.)

To provide tractor with hydraulic trolley, driver, 4 Nos.

of Labor with all tools like bucket drum, showels, trikam,

pavadas, etc,, to carryout different works during

monsoon for 12 Hrs. Shift. Work shall be carried

out as per the instrucitons of Engineer In-Charge.No

extra charged shall be paid for night shift.

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

200 15.00 make to wooden / Aluminium Doors as per direction of No.

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

202 100.00 round in cement mortar 1:1 including neat cement Rmt

finishing, watering etc. complete.

Making Water connection from exi.Muni. Water line

Applying and providing Expansion joint sealing

System on 100 mm vide joint including cleaning of

exansion joint by mechanical means provision of

adhesive and flexible membrane with required

bond length as per menufracturer specification and

204 5.00 4mm thick alluminium strip covering with one side

sloted and bolted with suitable system, inclusive of

all manpower, machinery and material as per

specification and as directed.

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.

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

206 1000.00 work including bending, binding and placing in position Kg.

complete up to floor two level (up to 10 ton)

ProvidingTMTBarFE500/500Dreinforcement for

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

207 1500.00 position complete upto floor two level placing in position Kg.

complete upto floor two level placing in position complete

upto floor two level(upto 10 ton)

Providing and fixing 30mm thick solid both side prelam

208 20.00 PVC door shutter (sintex door-equivalent) with Smt

necessary alluminium fitting with EL-7 section frame

Conveyance charge of Earth,Lime, Murrum, building

rubbish earch manure or sludge and excavated rock and

fly ash,aggregate of any kind etc.comp.upto 5 km

Providing and laying polished granite stone slab 18 mm

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

210 120.00 thick cement mortar 1:3 (1 cement:3 coarse sand) and Smt

jointed with gray cement slurry including rubbing &

polishing etc.complete.

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 )

Varnishing two coats (excluding priming coat) on new

wood and wood based surface under coating with flatting

varnish and finished coat with varnish to give an even

surface including cleaning the surface of all dirt, dust and

sand papering so as to

produce a smooth dry surface.

Finishing wall with weather proof exterior emulsion paint

on wall surface (two coats) to

214 950.00 give an required shape evenshade after thoroughly Sq.M.

brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

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

215 1.00 no of brass holdfast 325 mm long 1 no brass tower Smt

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

Providing and fixing 35mm thick factory made moulded

door shuter consisting of solid core single leaf flush door

of 30mm thickness, lipped with 15mm (5mm x 3) thick x

30mm width on one stiles and top rail and 10mm (5mm x

2) thick x 30mm width on the other stilesand bottom rails.

The inner panel laminated with 2mm thick termite proof,

water proof and fire resistant moulded PVC

sheet with 2,4,6 raised panel design in different plain

and /or prelim colours on one side after routing the

moulded design on flush door and 2mm plain and/or

prelim PVC sheet on other side using rubber adhesive

on flush door and solvent cement adhesive on the PVC

liping etc. complete as per direction of Engineer in

charge, manufacture’s specification and drawing.

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

217 1.00 in 35x35x5 mm MS angle frame 8'x4' size with MS flat of Rmt

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 15"x8"x9")

(B) stone coping (size 15"x8"x4")

(C) stone coping (size 15"x8"x9")

(D) stone column (size 15"x15")

(E) stone column top (size 20"x20"x9")

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

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

20 mm nominal size black trap aggregate of

Sevaliya/Timbaor equivalent quality for pre-

cast blocks, reasonablyexposed finish/

formwork , mould with well equippedwith

vibratory system for kerb stones of approved

design including curing, etc. complete, including

thecost of formwork etc. complete. The rate shall

also include necessary cutting of asphalt, fixing

the Kerbstones in line and level on 5 cm thick sand

bedding withnecessary equipments and

materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of thekerbstones. Filling

of zari alone the sides of the kerbstone fixed with

Bituminous concrete Bituminousconcrete / C.C.

mixed in proper position to flush withthe road

surface as directed by Engineer in change to

form a portable mixture.a) Laying on 5 cm thick Sand

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height

and 15cm thick of M200 grade concret as per approved

design and including excavation for fixing in proper line

and level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

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

221 200.00 mechanically compacted. The work of paving blocks 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 5 cms thick sand

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

222 1.00 necessary screws. (B) Non- decorative type and block Smt

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

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

223 1.00 C.C.Block / Nibhada Stone in Line & Level Smt

Box type metal letters forming composite box made from

1mm thick stainless steel plate of grade 304 having

224 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.

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

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

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 direction of the Engineer in Charge but

excluding the cost of painting.

Providing and fixing wall acoustical paneling using

ecotone Slato/ Anutone slato or equivalent Acoustic

Panel make Slats L-16 of size 128mmx2430mmx16mm

thick up to 2400mm high as per the following

specification :-Slats L-16- 2mm @16mm, 32 x 128 x

2430 mm high grade Pine wood base Medium Density

Fiber acoustic boards with Tongue & Groove Edge,2mm

slot perforation @ 16mm centre, slates perforations, The

acoustic should be furnished with a Black absorbent felt

backing with an airflow resistance of 330- 460 Ns/m³

(DIN 53887),wood practical core,NRC : should be Up to

0.75,should meet the safety requirements of EN

Fixing :- Sound Strut CC18 screw fixed

horizontal/vertical to wall at every 600mm c/c. Metal

cleat can be fixed on top edges of Sound Strut CS55

fixed directly by stamping to the CS55 and IC91 which is

screw fixed directly to the wall where ever required with

a backing black color fabric as approved by Architect

and as specified including all accessories, material &

labor complete as directed by Architect / Engineer.

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

227 2.00 THERMOPLASTICS (Polymer Rubberized ) • ECO Rmt.

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 .

Providing & Fixing in position 24 MM exposed grid

suspension system with “P “ Grid profile false ceiling

system using 600 MM X 600 MM ecotone/anutone or

equivalent make Glass Fiber Ceiling Tiles having tegular

edges & 0.90 NRC value and approved surface design

(with NRC of 0.90) and edge profile Tegular placed in a

suspended grid of size 600 MM X 600 MM made from

hot dipped GI Steel sections, rotary stitched, main tee of

size 24 X 42 X 3000 MM X 0.40 MM thickness

228 5.00 suspended at every 600 MM c/c along length of ceiling Sq.mt.

with 4 MM dia, Pre-straightened G.I.Wire with necessary

level adjusters & intermediate cross tees of size 24 X

X 600 MM X 0.40 MM thickness shall be inserted in to

slots between the main tees at 600 MM centers in

direction vertical to the main tees, where in the main tees

are resting on the periphery on wall angles of size

MM X 24 MM X 3000 MM X 0.40 MM thickness including

providing necessary openings for light fixtures, diffusers

Providing and applying Texture Paint (Rustic Finish) on

external plastered surfaces, pattern as per sample

approved by the Architect. including preparing surface,

using roller to get approved texturised surface. Job to

include making required surface preparation, to receive

Texture paint finish etc. All complete as per detail

drawing, as specified and as directed by Architect /

Consultant / Project - In - Charge. The rates shall be

inclusive of Scaffolding, all material, labour etc.

complete. as directed by EIC.

Providing and fixing PVC/Gpsysum plain colour false

ceiling with grid type with aluminium frame from

gypsteel, fastners ,props, Finishing as per

230 5.00 architectural drawing allowing openings for Smt

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

231 5.00 chamber & water tight G.T.Stone including fixing of No.

covervSquare mouth trap 100 mm x100 mm size P-Trap

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

234 1.00 frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement Each

: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 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.

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. )

236 1.00 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse Each

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.(iii) Inside dimensions 600mm x

850 mm and 450mm deep for pipe lines with three or

Providing, supplying and fixing precast C.C. blocks (M-

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

237 15.00 and as per design conveying it to the site, jointing into Rmt.

C:M 1:3 and racking out the joints incl. necessary

excavation of asphalt, soil etc..completed.

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

Constructing a cooking platform 60 cm. width and 70 cm

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

239 5.00 C.M.(1:6) with (ii) Fixing black kadappa stone 30mm Rmt

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

Providing & fixing 15 cm wide chicken mesh jali with

241 100.00 nails & then application of 15 mm plaster on R.C.C.& Rmt.

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

242 10.00 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

243 5000.00 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,

gauge or 1 mm thick) in square pattern of grid sizes of

x 2 (600 x 600mm) The alluminium frame work is

244 10.00 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 drawing.

Providing and supplying of labour for necessary manual

excavation, cleaning, Shifting of Material Or any other, or

245 47.00 for any other work as directed by Engineer In charge.

The Rate includes Handcart with Mazdoor

Fitter/Plumber/Mason

WELDER/ Gas cutter at Day /night

Supplting of welding machine / gas cutter including cost

D 5.00 of welding rods/gas, Transportation, including carting

from site to work place.

Mazdoor at Day Male/Female

Providing and fixing wooden planks ceiling with tounged

and grooved jointing and wood screws (frame work and

246 2.00 cover fillings to be measured and

laid for separately) (A) Indian Teak wood (ii) 20mm thick

Supplying electric breaker machine for RCC slab or

asphalt demolishing work on site by using operator, fuel,

power supply etc.complete as directed. (no payment

247 10.00 should be allowed for non working condition of

machinery and for pipe line excavation and M.H. work.

Allowed only for break down work) (Based on Previously

approved rate by CE sir )

CatchPit Jali Fixing P/F FRC catch pit jali with frame

248 5.00 600mm x 600mm clear opening etc. comp. As directed No.

by engineer in charge. (Based on Central Store Rate)

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

249 following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

Providing and fixing cast iron steps of size 500mm x

250 10.00 150mm x 22.5mm and painting with two coats of Anti-

corrosive paint etc. complete.

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

251 10.00 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,

252 complete with special falnge compression type

fittings, wall clips etc. including making good the

wall ceiling and floor.

Providing and fixing sheet glass, selected quality (Type-

C) bedded in putty and fixed with

253 10.00 wooden beading including the cost of wooden beadings

of first class teakwood and necessary cutting of glass.

(2) 6 mm thick.

Providing and fixing rough cast wired glass, 6mm thick

bedded in putty and fixed with

254 10.00 wooden beading including the cost of wooden beadings

of Indian teak wood and necessary cutting of glass. (C)

Wired - figured glass

Filling cement concrete 1:2:4 (1- Cement :2-coarse sand

:4-graded stone aggregate 12.5 mm nominal size) in

255 20.00 gaps of A.C. sheet corrugation and wings of

Constructing Manhole with R.C.C. top slab in 1:2:4 mix

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

20mm nominal size) foundation concrete1:3:6 mix (1-

cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:3 (1-

Cement : 3-coarse sand) finished with a floating coat of

neat cement and making channels in cement concrete

1:2:4 mix (1- Cement :2-Coarse sand :4-stone aggregate

20mm nominal size) finished smooth complete including

256 5.00 curing and festing (i) Inside size 900mm x 1200mm

and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of

frame 64 Kg.)(A) With 230mm thick walls of brick msonry

using brick having crushing strength not less than 35Kg.

/ Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse

sand) (1) A type depth 0.90 Metre for 150mm diameter

Constructing Manhole with R.C.C. top slab in 1:2:4 mix

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

20mm nominal size) foundation concrete 1:3:6 mix (1-

cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:3 (1-

Cement : 3-coarse sand) finished with a floating coat of

neat cement and making channels in cement concrete

1:2:4 mix (1- Cement :2-Coarse sand :4-stone aggregate

20mm nominal size) finished smooth complete including

257 1.00 curing and festing (i) Inside size 900mm x 1200mm and

1.5M. deep including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick msonry using

brick having crushing strength not less than 35Kg. /

Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse

sand) (2) B type depth 1.50 Metre for 150mm diameter

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S.

258 1.00 class NP2 of the following internal diameter with

collars and butt ends prepared for collar joints including

testing of joints complete.(D) 300mm

Pro. And fixing single layer water proof gypsum board

12.5 mm thick sections using water proof board of size

1220 mm x 1830 mm x 8.0 mm suspended by GI

suspender channel of size 25 mm x 3 mm with

intermediate channel og size 18 mm x 40 mm x 0.8 mm

at 1220 mm center to center ceiling section of size

259 1.00 457 mm c/c and perimeter channel A of size 20 mm x 27

mm x 30 mm x 0.5 mm at edges & drops incl.paper tap

sand sofit cleat, anchor fastener,

scoch bolt connecting cleat,joining compound top coat

on ceiling incl.making necy.opening for light

fitting,diffuser etc. comp. as per detail drawing as

Providing & Fixing PVC Body Chromium Finish Health

Faucet with Flexible Pipe of Approved Brand &

260 15.00 Manufactures with holder etc.complete as per direction

of engg. in charge.

Providing and operation dewatering Pump

including fuel charges & operator Charges etc. as

directed etc. comp. (Shift for Eight Hour) (For Each

261 5.00 Pump Set, No payment should be allowed for non

working condition of machinery) (Based on Previously

approved rate by C E sir )

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

262 10.00 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.

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper

263 to site, laying in uniform layers in subbase / base course

on well prepared surface and compacting with vibratory

roller to achieve the desired density as per MoRTH

(A) Supply of WMM

(B) Laying of WMM

Labour work for fixing interlocking blocks / any kind of

pavement on up to 50 mm th sand bedding, levelling,

264 250.00 watering and fixing in line & level as well cleaning the Smt

site etc.comp. as directed.SOR - (Jan. -2016) for Central

Verge / Footpath / Stone Paving

Paver Block Providing and laying shot blasted Non -

interlocking, Paver blocks of specified thickness, size,

grade of concrete and colour machine made and

blasting by automatic shot blasting machine and high

density of as per approved sample of approved make for

footpath, parking areas, service lanes,cross over and

other areas as mentioned in the drawing. Including

providing and laying 50 mm thick averave bedding layer

of coarse sand below paver block as per required

grading and specification. Laid paver block shall be

mechanically compacted. The work of the paving blocks

265 150.00 shall be executed in line and level by skilled mason of

flooring work only. Small size of paver block with same

specification shall be used at residue or at end. It should

be laid in such a way that the no cutting of the paver

block to be necessary. If cutting of paver block shall be

required , than cut by machine only and laying to be

done by skilled flooring mason. The finished surface of

the paver block shall have coarse sand Texture Finish.

Pave blocks shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured and paid

without any wastage. (A) 60 mm thick M-35 grade Grey

Paver block of size 200mm x 200mm.

Lettering and lettering charges and printing

266 15.00 Muni.corporation symbol with help or skilled artist

including colour costst.

Prismatic grade reflective sheeting with super high

performance durable ,micro prismatic material confirming

to type XI as per ASTM-D 4956 -09 & Cutting , pesting

267 30.00 letter according to IRC standard in dual language with

micro prismatic material confirming to type XIsmatic

confirming to type XI

Excavation of pit of manually necessary labour of size

.6*.6*.6 m for as per above MS Structure foundation of

pole for any size. The grade of concrete should be M-20

268 15.00 the item rate include carting, filling, with available earth

and should be proper be level up to ngl,as directed by

Engineer in charge

Providing and supplying ISI marked only standard

length Stonewate pipes in standard lengths of

following class and diameter including all

taxes,insurance, transportiton, fright charges,

269 octroi,inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

complete (IS - 651 - 1989)

(GWSSB SOR 2021-22)

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

270 all level as directed by Engineer-in- charge

including conveyance from stone to site of

work,Jointing material etc.comp.(GWSSB SOR 2021-22)

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

271 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. (Based on

Drainage SOR 2009-10)

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

15.00 0.90meter for pipe dia <=150 mm.

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

12.00 0.90meter for pipe dia <=20 mm.

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

10.00 1.20 meter for pipe dia <=20 mm

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 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm

272 C/C At 35 Cm Staggered Masonary In Cm 1:5, Rcc

Slab In Cc1:1.5:3 of thickness 15 C.M.,Including

Cantering & Reinforcement (Single jalli at 15 C.M.

c/c bothway 10 mm dia.)But Excluding The Cost Of

Manhole Seat Cover Etc..Completed Of Size 0.75 X

1.00 Meter (Inside Clear, M.H. length should be parallel

to the flow) (Based on Drainage SOR 2009-10)

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

5.00 pipe dia <=230 mm)

2.00 to 3.00 meter depth, (Slab at below 0.60 mt.

5.00 From G.L.) (for pipe dia <=300 mm)

Making connection to the ex. M.H.in running

sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any

273 convenient time. All damaged work shall be well

repaired as per instructions. etc..complete. (Based on

Drainage SOR 2009-10)

a. 150 mm to 300 mm dia.

b. 400 mm to 600 mm dia.

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

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

removing the debris from MH and carting the

same as directed. (Based on

Drainage SOR 2009-10)

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

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

RCC Precast M.H.Frame & Cover Manufacture

supply & Delivery at store or at side of work

Precast RCC M200 Frame & Cover Suitable to

275 drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or Flat

cutting mold work etc.(GWSSB SOR 2021-22)

Heavy Duty No. -

Frame Suitable for 50 Cm opening of MH

Cover Suitable for 50Cm Opening Of MH

Light Duty No. -

Frame Suitable for 50 Cm opening of MH

Cover Suitable for 50Cm Opening Of MH

House connection Chamber Light Duty No. -

Providing , supplying & Laying ISI marked only

standard length PVC FORMCOR pipes in standard

lengths of following class and diameter

including all taxes,insurance, transportiton, fright

276 165.00 charges, octroi,inspection charges, loading,

unloading, conveyance to departmental stores,

stacking etc. complete ( S-N-4) (1) 200 mm dia.

Renovation and Repairing work in Chainlink fencing any

size and also refixing work incl. febrication work with all

277 250.00 materails to be painted one coat of primer and

twocoats of paint as directed inline and level. (N.S.)

Providing & Fixing Stair / Balcony Railing as per

Consultant's Design from M.S.square

Rectangular,Round pipe of required Dia,

M.S.Flat,Angle,channel & other sections of required size

278 15.00 as per detail work includes

cutting,bending,welding,grinding,Fixing with necessary

supports - holdfasts,Application of one coat of Zinc

Primer,Two coats of Oil Painting etc.complete.(N.S.)

Finishing wall with Apex Ultima Acrylic paint of "

Asian Paint " or equivalent on wall surfaces (two

coats) to give required even shade after application

279 250.00 of Exterior Primer of Approved Brand &

Manufactures after thoroughly brushing the surface to

Seal and Signature of the Bidder Add City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

West Zone, Zonal Office", 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura,

Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013.

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

1 Name of work Repairing/Renovation work of D.K.Patel Hall,Ward

Office,Night Shelter,diff.Anganwadi,Community

halls,Muni.schools,Muni.Libraries,And

Diff.Muni.Buildings in Naranpura ward in west

zone.(ARC) (Re-Tender)

2 Time Limit 12 Months

3 Tender Validity Period 180 Days from the date of opening of the tender

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

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.2,00,000/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as below. Demand Draft or Bank Guarantee shall be

from Nationalized Bank / Sheduled Bank and valid for 120 days. (As per Latest AMC

finance dept.circular).

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

Demand Draft / Local MICR Cheque. & attched ANNEXURE - 1 finance

dept.circular No- 14 Dt.4/6/13

8 Tender fees Rs.3600/-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 (west zone),Ahmedabad Municipal Corporation, West Zone,

Zonal Office", Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.

10 Tenders issue date Tenders from the AMC website www.amc.nprocure.com &

www.nprocure.com shall be down loaded from AS PER TENDER NOTICE

11 Last Date of Submission Dt.06-03-2026 upto 18:00 hrs As per Notice inviting Tender / Addendum

of the / Corrigendum.. The tenders received after latest schedule date and time

Tender will not be entertained under any circumstances.

12 Tender Documents Dt.07-03-2026 upto 12:00 hrs to Assistant Manager / Add.C.E.(W/Z) office,

Submission 2nd Floor, Dr. Ramanbhai Patel Bhavan,Usmanpura, Ahmedabad

Municipal Corporation, W.Z. Office, Ahmedabad-380013

13 Date of Opening Dt.07-03-2026 upto 15:00 hrs As per Notice inviting Tender / Addendum

/ Corrigendum (only Techanical Bid) to Assistant Manager /

Add.C.E.(W/Z) office, 2nd Floor, Dr. Ramanbhai Patel

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

Ahmedabad-380013

14 Mode of sending the Document shall be physically submitted in sealed envelope By

Tender Documents and RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate (One

evalution of tender Original & One Duplicate) duly sign & seal by contractor

Tenders received without EMD shall be considered as Non-Responsive and

shall be rejected outright.

15 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall

Specification be applicable..

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

any defect which may develop or may be noticed before the period mentioned

hereunder from the certified date of completion, The within 15 days of receipt of

the notice. In the case of failure on the part of the contractor, the Engineer-in-

charge may rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate the whole or

any part of the amount of security deposit towards the expenses, if any, Incurred

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

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

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

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

tender), the period shall be 6 months from the certified date of completion or one

monsoon, whichever is later.

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

months from the certified date of completion which should include one

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

monsoon period following the certified date of completion, whichever is later.

For the purpose of deciding the monsoon period, the 30th September may be

treated as the last date.

17 Time permitted to start Whenever a work is allotted by Engineering staff, whether minor or major

parts of work of part thereof of any amount, the contractor shall be bound to start the

works within 48 hours of intimation of work. Communication done

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

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

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

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

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

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

amounting above 30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise justified

properly in writing / binding within 15 days of last notice of penalty.

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

19 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 Document.

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

21 GST 18% GST will be paid extra by AMC/Authority at prevailing rate to the

22 Municipal Commissioner reserves the rights to reject any or all the tenders without assigning any

reasons thereof.

23 Conditional tenders will not be accepted.

24 Mobilization advance will not be given.

25 Contractor has to provide more than one number of gangs as per the works allotted and in case of non

providing of gangs and machinery at all sites at given time shall be treated as delayed by contractor

and penalty shall be levied on per day delay as mentioned as above.(the amounr shall be as instructed

earlier based on the tender amount)

26 The staff of the contractor shall wear safety jackets,hoes, helmets etc. while on duty and any violation

will attractfineofRs. 5,000/-foreach incident. Failure to erect safety signage or trying to carry out the

works with out proper precautions/safety measures as required will attract a fine of Rs.5,000/-for each

27 The contractor shall adhere to the maintenance schedule outlined in the tender documents and comply

with the prevailing AMC circulars issued from time to time.

Seal and Signature of the Bidder Add. City Engineer

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

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

(1) All Nationalized Banks

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

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

of the date of termination of Bank Guarantee. Guarantees issued or Authorized by Ahmedabad Branch Only.

(1) Commercial Banks:

(3) ICICI Bank.

(5) Kotak Mahindra Bank

(6) IndudInd bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Add.City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites

sealed Tender document from reputed and qualified bidders for the construction of Works detailed in

the Table below:-

Sr. Name of Works Approximate Earnest Completion

No value of works Money Period

. (Rs.) Deposit

1 Repairing/Renovation work Rs. 199,99,676.76 Rs.2,00,000/ 12 Months

of D.K.Patel Hall,Ward -

Office,NightShelter,diff.Ang

anwadi,Community

halls,Muni.schools,Muni.Lib

Diff.Muni.Buildings in

Naranpura ward in west

2. Interested bidders shall download the tender documents from AMC’s website

www. amcnprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs. 3600.00 in the form of Demand Draft /

Pay Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER, Ahmedabad,

payable at Ahmedabad, which shall be non refundable.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works in

the above Table payable at Ahmedabad and drawn in favour of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be specified in Clause 2 of

Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr.

Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal

Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013. in the presence of bidders or their representatives

who choose to attend. In the event of the specified date of bid submission/opening being declared a

holiday for the Employer, the bids shall be received /opened on the next working day at the same

place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

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

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

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

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

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

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

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

announce the names of bidders in the presence of bidders or their representatives who choose to attend

on the date and time mentioned in the NIT In the event of specified date of bid opening being declared as

a holiday for the Employer, the Tender will be opened at the appointed time and location on the next

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

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

EMD furnished with each bid, is valid registration and such other details, as the Employer may consider

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

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

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

responsive and the Tender volume will be returned to the bidder.

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

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

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

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

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

the requisite certificates, undertaking and other relevant information specified in the bid documents and

is substantially responsive to the requirement of the bidding documents and provides any clarification for

ascertaining the correctness of the information/details.

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

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

deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

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

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

bidder bid will be considered for opening of price bid.

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

responsive to the bidding documents and who has offered the lowest Evaluated Bid Price, provided that

such bidder has been determined to be (i) eligible in accordance with the provisions of Clause 3(General

Terms and Condition); and (ii) qualified in accordance with the provisions of Clause 5(General Terms

and Condition).

6. Notification of Award

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

successful bidder by cable/fax and confirmed by registered letter that his bid has been accepted. This

letter shall name the sum which the Employer will pay the Contractor in consideration of the execution,

completion and maintenance of the Works by the Contractor as prescribed by the Contract.

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

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

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

8. Clarification of Bids

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

any bidder for authentication the correctness of the information/details furnished by him in his bid. Such

request by the Employer and the response by bidder shall be in writing or by cable/fax.

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

time of bid opening to the time contract is awarded.

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

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

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

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

officially concerned with such process until the award to the successful bidder has been announced. Any

effort by a bidder to influence the Employer's processing of bids or award decisions may result in the

rejection of his bid.

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

on its own responsibility all information that may be necessary for preparing the bid and entering into a

contract for construction of the Works. The costs of visiting the Site shall be at the bidder’s own expense.

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

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

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

from and against all liability in respect thereof and will be responsible for death or personal injury, loss

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

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

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

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

the table given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

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

3. Eligible Bidders

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

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

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

If contractor is not registered with AMC in the relevant class, on award of contract he shall be

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

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

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

4. Eligible Material, Equipment and Services

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

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

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

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

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

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

General information

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

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

1 Name of firm:

2 Head office address With Contact no.:

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

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

Authorised Signeture Bidder

5.3 Disqualification

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

following reasons:

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

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

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

the applicant or financial failure due to bankruptcy.

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

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

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

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

5.4 Debarment/Black listing

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

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

6. One Bid per Bidder

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

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

7. Bidding Documents

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

with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause 16, bids which

are not substantially responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

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

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

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

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

English translation shall prevail.

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

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

online by the bidder.

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

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

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

10. Bid Validity

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

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

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

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

the responses thereto shall be made in writing or by fax. A bidder may refuse the request without

forfeiting his bidder agreeing to the request will not be required or permitted to modify his bid but will

be required to extend the validity of his Bid Security for the period of the extension, and in compliance

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

11. Format and Signing of Bid

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

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

authorized to sign on behalf of the bidder.

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

issued by the Employer, or as necessary to correct errors made by the bidder, in which case the person

or persons signing the bid shall initial all such corrections.

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

specified in the NIT.

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

14. Signing of Agreement

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

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

determined by the Employer for signing the Form of Agreement.

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

quality work within the given time schedule.

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

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

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

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

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

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

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

by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines that the firm has

engaged in corrupt or fraudulent practices in competing for the contract, or during execution.

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

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

so, by misusing the position in which they are placed, and it includes the offering, giving, receiving,

or soliciting of anything of value to influence the action of any such official in the procurement

process or in contract execution; and

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

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

bidders (prior to or after bid submission) designed to establish bid prices at artificial non-competitive

levels and to deprive the Borrower of the benefits of free and open competition.

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract without

assigning any reason thereof.

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

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

disqualification / rejection at any stage.

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

volume is submitted without valid documents and without proof of eligibility criteria it will be rejected.

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

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

conditional tenders, will be rejected.

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

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

directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the road i.e.

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

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

signs to be provided so that it should be visible at night. During night working hours safety in charge

personnel shall be provided with florescent jackets. This shall be Provided at no extra cost by the

bidder under attaché with specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

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

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

follow up and getting the supply, filling the necessary test reports to the power supply company. All

official fees including security deposits and other expenses shall be of initially paid by the contractor.

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

converted to permanent connection at the same of AMC if desired do,and contractor shall as no

extra cost support the same. In this case AMC my be as the remaining cost subject to approval.

20 :- CONTINGENT FEE:

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

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

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

as the Municipal Commissioner may deem fit. The warranty does not apply to commissions payable

by the contractor to establish commercial or selling agent for the purpose of securing business.

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

to any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

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

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

sum then due or which at any time thereafter may become due to the contractor under this contract and

failing that under any other contract with the Municipal Corporation or from any sum due to the

contractor with the Municipal Corporation (which may be available with Municipal Corporation), or

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

right to carry out post payment audit and technical examination of the final bill including all supporting

vouchers, abstracts, etc.

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

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

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

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

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

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

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

time thereafter become due before payment is made to the contractor from him to the Municipal

Corporation on any other contract account whatsoever.

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

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

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

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

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

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

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

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

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

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

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

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

tender for such addendum or corrigendum published by AMC through its website www.amc.nprocure.com

& www.nprocure.com 48 hours prior to the deadline of submission of the tender. Tenderers shall verify the

number of addendum issued and enclose the same with the tender documents , failing which the tenders shall

be liable for rejection and no any complaint in respect to this shall be entertained under any circumstances.

Seal and Signature of the Bidder Add. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

for 28 days beyond the validity of the bid.

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

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

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

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

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

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

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

Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%

(five percent) of the Contract Price .

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

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

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

format shall be issued as per Memorendum of work.

(E) Retention :-

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

with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

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

9. Tax, Duties on Materials

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

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

Special Clause:

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

deducted against works welfare cess.

Seal and Signature of the Bidder Add. City Engineer

Date: (West Zone)

General terms & conditions

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

other state Govt. or institutions. Copy of registration should be attached with tender document. Tenderer who

was not registred in AMC must be get registred in panel of approved AMC contractor.

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

the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2 liquidated

damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

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

Engineering in charge.

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

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

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

for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

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

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

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

shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall not

absolve the contractor from the responsibility of replacing defective materials brought on site or materials

used in the work found defective at a later date. The contractor shall have no claim to any payment or

compensation whatsoever on account of any such materials being rejected by the Engineer in charge.

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

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

using them in the work.

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

site of work within 24 hours.

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

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

lines, levels, alignment of the works & all precautionary measures during execution shall have to be kept in

sufficient numbers and in good working condition at the site of the work. All excavated trench shall be kept

covered with barricade and caution tap.

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

the contractor shall be considered only if the contractor provided satisfactory evidence that such special

mode of construction and completion of work to the required strength and quality. Acceptance of the same

by the Engineer in charge shall not however, absolve the contractor from the responsibility of any adverse

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

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

Act", and such other laws and rules prescribed by the Government from time to time.

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

shall be taken to engrave the safety of men, materials and machinery on the work and also of the work itself.

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

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

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

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

as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for this project.

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

contract agreement shall have to be executed between AMC & the agency to which work is awarded for

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

and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order shall be issue

to contractor and the time limit shall be start from the date of issue of the written work order to the

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

tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order shall be

issue to contractor and the time limit shall be start from the date of issue of the written work order to the

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

cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to sign contract

paper with AMC. The contractor shall be fined 4% of interest per year for delay in submission of S.D and

shall be deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or His

Designeted Officer will be final and binding to the Contractor.

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

Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the intent of the

plants and specifications.

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

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

payable by the contractor.

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

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

keeping in view of all the points mentioned in relevant pages of tender documents.

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

construction of the works and provide a satisfactory supply of potable water for drinking, washing, sanitation

and cleaning down. The contractor will be responsible for all the costs where applicable of connection, meter

installation, water consumed, water required for testing purposes, disconnection and the laying,

maintenances and ultimate removal of any distribution system around the site.

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

his own arrangements with the Corporation and Electricity Supply Authorities and with other contractors to

connect and to take a supply from such services, paying all costs in connection therewith.

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

work and shall pay such charges as is fixed by the appropriate supply Authorities.

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

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

above along with the bid. They shall have also to submit the income tax clearance certificate and solvency

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

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

electrical person or firm in appropriate category in accordance to contractual provisions.

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

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

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

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

work increases/ decreases.

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

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

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

rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any claim to

that effect shall be entertained. The Municipal Commissioner also reserves the right to reject any or all the

tenders without assigning any reason thereof.

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

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

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

(like site is not available and due to unavoidable circumstances arise), after evaluation of situation the actual

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

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

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

the contractor.

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

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5) xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u btxu

htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu. ftuR fthKmh stu

ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtu fhe NfNu lrn fu ftgœtfeg

ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk ytJNu.

1) xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk ytJNu.

2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtf lt Ftltbtkk&e hfbbtkk Cwj sKtg <tu yufb

œh btLg htFJtbkkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkkt ytJNu.

3) yufblt Ftltbtkk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkkt ytJNu.

4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkkfzu fhuj ftuR vK ctc< ægtlbtkk juJtbtkk ytJNu lrn.

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu.

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw

ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

10c: mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 btk rm¾gtuhexe zevtuÍex sbt

fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth ftgoJtne fhJtbtk

10f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt 10% juFu (jefJezexe

zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx,

œuFhuF,mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu