Repairing/Renovation and Colour Work at Diff.Muni. Buildings of Naranpura ward in west zone (Re-Tender).

Name of work:- Repairing/Renovation and Colour Work at Diff.Muni. Buildings of

Naranpura ward in west zone.

Qty Description of Item Per Amount Rs.

Excavation for foundation up to1.5 m depth including

sorting out and stacking of useful materials and

1a 20.00 disposing of theexcavated stuff upto 50 Meter lead.(A) Cmt

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 20.00 disposing off Cmt

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

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

d 10.00 disposing off the excavated stuff upto 50 Meter lead.(C) Cu.M.

Filling available excavated earth (excluding rock) in

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

2 10.00 exceeding 20 cm. in depth consolidation each Cmt

deposited layer by ramming and watering.

Filling in plinth with sand underfloors including

3 10.00 watering ramming, consolidating and dressing etc. complete. Cmt

Filling in foundation and plinth with murrum or selected soil

4 10.00 in layers of 20 cm. thickness including watering, Cmt

ramming and consolidating etc. 286.20

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

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

5 5.00 aggregates 40mm nominal size) and curing Cmt

complete excluding cost of formworkin (A) Foundation 2,492.51

and Plinth (upto 10 ton).

Providing and laying cement concrete1:4:8 (1-

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

6 5.00 aggregates 40mm nominal size) and curing complete Cmt

excluding cost of formworkin (A) Foundation and Plinth 2,634.11

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

coarse sand : 6- hand broken stone aggregates

7 5.00 mmnominal size) and curing complete excluding cost of Cmt

formwork in (A) Foundation and Plinth..

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

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

8 5.00 aggregates 20mm nominal size) and curing complete Cmt

including cost of formwork in (A) wall caps/coping 4,006.15

(upto 10 ton)..

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

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

9 nominal size) curing complete excluding cost

of formwork and reinforcement.

Foundations, footings, base or columns and mass

a 5.00 concrete Cmt

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

b 5.00 girders and cantilivers upto floor two level Cmt

Independent piers, columns, and pillars, upto floor two level

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

10 5.00 finishing the exposed surfaces with cement mortar Cu.M.

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 2.00 formwork and reinforcement for reinforced concrete work in Cum

(A) Foundations, footings,Base of 3,871.39

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

12 5.00 the cost of centering shuttering finishing and Cmt

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

13 5.00 the cost of centering shuttering finishing and Cmt

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 5.00 formwork and reinforcement for reinforced concrete work in Cum

(A) Foundations, footings,Base of columns and Mass 3,977.88

Walls, from top of foundation level upto floor two level

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

c 2.00 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

15 5.00 the cost of centering shuttering finishing and Cmt

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 and

16 curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in

Foundations, footings, Base of columns and Mass concrete.

Walls, from top of foundation

C 2.00 level upto floor two leve Cu.M.

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

D 2.00 Girders and Cantilever upto floor two level. Cu.M.

Columns, Pillars posts and

E 3.00 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 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 5,043.66

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

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 transit mixer to site of

laying, excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in 5,140.94

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

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 smooth with curing

19 3.00 etc. complete including the cost of form work but excluding Cum

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 smooth with curing

20 3.00 etc. complete including the cost of form work but excluding Cum

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 20 mm

nominal size) for R.C.C lintel including finishing smooth

21 3.00 with,curing etc. complete including the cost of formwork but Cum

excluding the cost of reinforcement.

Brick work using common burnt clay building

bricks having crushing strength not less than

22 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

c 10.00 Floor Per

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

d 10.00 Floor Per

Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Kg/Sq.Cm.

24 20.00 in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in Smt

foundation and Plinth conventional brickwork 593.90

Extra for half brick masonry in super structure above

25 10.00 plinth level upto floor two level (B) conventional 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 and 2400 mm/

2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete M20 having

26 2.00 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

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 and 2400 mm/

2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete M20 having

27 2.00 cube compressive strength not less than 20MP a jointing

with high strength & tensile adhesion non-shrink

cementitious joint compound/ P.U.Foam. (Plaster not

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 and 2400 mm/

2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete M35 having

28 2.00 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

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 and

29 2.00 legth made from of controlled cement concrete M35 Sqm

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

Providing form work in ordinary timber planking so as

to give a rough finish including centering, shuttering,

strutting and propping etc. height of propping and

30 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 mass

a 10.00 concrete. Smt

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

b 20.00 Landings and the like. (1) Floors etc. upto 200 mm in Smt

thickness. 252.00

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

c 15.00 slabs Landings and the like. (2) Floors etc. above 200mm in Smt

thickness. 270.90

Vertical surface such as walls (any thickness) partitions and

d 20.00 the like including attached buttresses & string course & the Smt

(ii) Sides And Soffits Of Beam, Haunchings

e 20.00 Cantilevers, Girders, Bressumers And Lintels Not Smt

Exceeding 1 M In Depth. 192.15

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

f 15.00 Polygonal in plan. Smt

(2) Circular or curved in plan.

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

h 20.00 levers Girders Bressumers and Lintels exceeding 1M.in Smt

Providing and fixing 35 mm thick shutters for Doors,

31 windows and clear story windows including anodised

alluminium butt hinges with necessary screws.

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

(B) Indian Teak Wood (ii) Fully Panelled

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

c 2.00 glazed. Smt

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 10 ton)

(A) Indian teak wood. (ii) Fully Glazed.(upto 10 ton)

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

c 2.00 glazed. (upto 10 ton) Smt

Providing and fixing 35 mm thick panelled, glazed or

panelled and glazed shutters for Doors windows and clear

33 story windows including anodised alluminium But

hinges with necessary screws and indian teak wood

(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

34 2.00 with necessary screws.(A) Indian teak wood. (i) Fully Smt

Panelled. (upto 10 ton)

Providing and fixing 25 mm thick shutters for cupboards etc.

including anodised alluminium

a 2.00 butt hinges with necessary screws. (A) Indian teak wood. (ii) Smt

Providing and fixing 25 mm thick shutters for cupboards etc.

including anodised alluminium butt hinges with necessary

b 5.00 screws. (A) Indian teak wood. (ii) Partly panelled and partly Smt

Providing and fixing plain asbestos cement sheet 6 mm

thick in partitions including fixing to fames with screws

35 2.00 etc, complete with 50 mm x 12 mm Deodar wood Smt

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 with

36 2.00 screws etc complete with 50 mm x 12 mm teak wood Smt

beading (Frames to be paid separately) (upto 10 ton)

25 mm thick wooden shelves supported on 40 x

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

37 2.00 distances but not exceeding 75 cm. apart with Smt

Mango wood or equivalent quality. (upto 10 ton)

40 mm thick wooden shelves supported on 40 x

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

38 2.00 distances not exceeding 75cm. Apart with Mango Smt

wood or equivalent quality. (upto 10 ton)

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

39 100.00 flats at required spacing in wooden frames of windows kg

and clerestory windows.(upto10 ton) 68.53

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

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

40 200.00 required spacings and frame alround, square or kg

round bars with round headed bolts and nuts or by screws 100.17

(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 10.00 required spacings and frame alround, square or kg

round bars with round headed bolts and nuts or by screws 143.64

(A) Ornamental Grill. (upto 10 ton)

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame 10 cm.

42 10.00 x 7 cm. size including 3 coats of oil painting to wood Smt

work etc.complete. (upto 10 ton)

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

43 10.00 cm.x7 cm. size including 3 coats of oil painting to Smt

wood work etc.complete.with wooden louvers plank 12mm 4,332.47

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

44 2.00 anodized alluminium fixtures and fastenings including Smt

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 2.00 enamelled iron oxidixed fixtures and fastenings Smt

including primer coat of approved quality and two coats of

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

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows

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

including anodized alluminium fixtures

and fastenings including primer coat of approved quality and 3,557.15

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

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,

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 which

47 2.00 75nmm shall be flat and 20mm shall be - 75nmm shall be Smt

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 and bottom

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

complete with bolts, units, locking arrangements, stoppers, 5,391.23

handles, including a priming coat of red lead paint &

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

49 1.00 angle and T-iron huide rail at top and bottom Sqm

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 designed pipe shaft

with bracket plates, guide channels and

50 2.00 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

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 designed pipe shaft

with bracket plates, guide channels and

51 1.00 arragements for inside and out side locking with

push-pull operation including the cost of hood cover

and spring etc. complete. (A) Shutters having

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.

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

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

52 1.00 horizontal member size 40mm x Smt

18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member of 2,119.14

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

mm thick transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per

details etc complete for window.

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 shutters of

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

53 1.00 0.456Kg/mt, vertical member of size 40mm x 18mm x Sq. M.

1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm

thick transparent bronze colour tinted float glass with powder

coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing to

frame as per details etc complete 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. 1,288.93

Providing & Installing 5 mmthick approved color Acrylic

sheet of standard quality etc. comp.

Providing and fixing standared extruded of alluminium

section of size 63 mmx38.10 mmx1.2 mm (Jindal

55 1.00 Section:2434, @ Wt.0.643 Kg/mt) with colour Sq. M.

anodized alluminium frame for ventilation with 5 mm 1,163.92

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

56 1.00 mm,@ Wt 1.094Kg / Rmt with colour Powder Coated Sq.M.

alluminium frame with 5 mm thick transparent bronze colour 1,509.90

tinted float glass as details etc complete for Fix Partition

Providing and laying 40 mm thick marble chips flooring

rubbed and polished (I.E.terrazo) to granolithic finish with

under layer 30 mm thick cement concrete1:2:4 (1-Cement:

2-coarse sand: 4-graded stone aggregate 10 mm

and down gauge) and to player 10 mm thick with white,

black or white and blak marble cihps of required sizes from

57 1.00 mm to 4 mm nominal size laid in cement marble powder mix Sqm

3:1 (3- Cement:1-Marble powder by weight) in 749.70

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

mm white, black or white and black marble chips of

size from smallest to 4 mm nominal size laid in cement

58 2.00 marble powder mix 3:1 (3-Cement: 1 marble powder Sqm

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

59 2.00 cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with Sq.M.

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 12 mm thick

60 2.00 cement mortar 1:3 (1- cement :3-coarses and) finishing Sq.M.

with flush pointing in white cement. (upto 10 ton)

Providing & Fixing 2mm Aluminium / 4mmACP sheeting

fixed with Type-11 Class-C High Intensity Grade Sheeting as

61 2.00 per IRC 67 : 2012 reflective sheeting of size including Smt

lettering and signs as 5,832.20

Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36''

in flooring treads of steps and landing laid on a bed of

62 2.00 mm thick cement mortar 1:3 (1-cement:3-coarses and) Sq.M.

finishing with flush pointing inwhite cement. (upto 10 ton) 1,469.91

Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24''

in skrting risers of steps and dedo on 10 mm thick cement

63 2.00 plaster 1:3 (1- cement: 3-coarse sand) and Sqm

jointed with white cement slurry (upto 10 ton)

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

risers of steps and dedo on 10 mm thick cement plaster

64 2.00 1:3 (1-cement:3- coarse sand) and jointed with white Sqm

cement slurry (upto 10 ton)

Providing and laying 24" x 24" vitrified Tiles 8 to

10 mm th. Double Charged gloosy/ Matt of Approved

make as approved by Adl.C.E. / consultants in flooring

over 20 mm thick cement mortar 1:6 (1 cement :

coarse sand)on new surface& jointed with colour cement 1,527.00

slurry incl with flush pointing & cleaning the surface

Providing and laying 24" x 24" vitrified 8 to 10 mm

th.Double Charged Gloosy / Matt tiles of Approved

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

cm high skirting as approved by Engineer in charge

over 10 mm thick cement mortar 1:6 (1 cement : 6 coarse 165.00

sand)on new surface& jointed with colour cement slurry

incl with flush pointing & cleaning the surface etc. comp.

Providing and laying polished Kota stone slab flooring over

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

(1-cement:6-coarses and) or L.M.1.1.5 (1-Lime

putty:1.5-coarses and) laid over and jointed with grey

cement slurry mixed with pigment to match the shade of 982.83

slab including rubbing and polishing etc. complete. (A)

mm thick (upto 10 ton)

Providing and laying marble stone slab flooring over 20mm

(average)base of cement mortar 1:6 (1-cement : 6 coarse

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

68 2.00 jointed with gray cement slurry including rubbing and Sq.M.

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

69 5.00 jointed with grey cement slurry including rubbing and Sq.M.

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

70 5.00 jointed with gray cement slury mixed with pigment to Sq.M.

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 aggregate

71 2.00 20mm nominal size) laid in one layer and finished with a Sq.M.

floating coat of neat cement. (A) 40mm thick. (upto 10 297.68

Providing and laying cement concrete flooring 1:2:4

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

72 5.00 20mm nominal size) laid in one layer and finished with a Sq.M.

floating coat of neat cement. (B) 50mm thick. (upto 10 348.08

Providing and fixing pre-cast concrete kerb stone

of gray cement based concrete block 30 cm length,

cm height and 15 cm thick of M200 grade concret as per

73 5.00 approved design and including excavation for fixing in Rmt

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 concrete

M300 pnumatic compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 : 2006 including

35 mm Sand layer for levelling and filling the joint with sand 680.10

in proper line and level as per guidlines of IRC : SP 63-2018

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 739.89

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 mmx8 mm

76 10.00 in skirting, risers of steps and dedo on 10 mm. thick Sqm

cement plaster 1:3 (1cement: 3 coarse sand) & 1,426.95

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

77 10.00 G.I. limpet washer. filled with white lead complete excluding Sqm

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

mm dia G.I. Limpet and bitumen washer complete. (1) 635.58

Providing and fixing 150 mm wide 450 mm over all semi

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

79 10.00 mmx3 mm size Bolts, Nuts, washers etc. including Sqm

making necessary connection with rain water pipes. (i) 0.80 555.71

Providing and fixing five courses water profing

treatment with bitumen felt consisting of second and

fourth course of blown/ bitumen or/and residual

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

each course and first course with fibre base bitunen

saturated under lay type land third course with fibre base

80 10.00 self finished felt type 2 grade 1 and fifth and final course Sqm

of stone grit 6 mm and down size or pea sizes gravel

spread at 0.008 Cu.Metre/Sq.metre

preparation of surface excluding grading complete. (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

81 20.00 cement slurry and cement mortar 1:2(1- Cement : Rmt

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

Providing 15 mm thick cement plaster in single coat

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

82 1000.00 interior plastering up to floor two level and finished even Sqm

and smooth in (i) Cement mortar 1:3 (1-cement :3-sand) 174.83

Providing 20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level consisting of

83 500.00 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) Sqm

and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) 215.78

Colour washing with lime on wall surface (two coats)

over and including a primary coat of white washing to

84 5000.00 give an even shade after through brooming the surface to Sqm

remove all dirt, dust, mortar drops and other foreigh 12.29

Removing dry or oil bound distemper by a

washing and scraping and sand papering the wall

85 1500.00 surface smooth including necessary repairs to Sqm

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

86 3500.00 a priming coat of whiting after thoroughly brooming Sqm

the surface free from mortar dropping and other

foreign matter.

Extra Coat for Above Item over above for every

87 1000.00 subsequent coat of approved brand and manufacture. 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 distemper primer

of approved brand and manufacture after

88 5000.00 thoroughly brushing the surface free from mortar

dropping and other foreign matter and also

including preparing the surface even and sand papered

Extra Coat for Above Item over above for every

89 2000.00 subsequent coat of approved brand and manufacture. Sqm

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated

90 10500.00 wall surface to give an even shade including throughly Sqm

brushing the surface free from mortar droppings and 78.44

other foreign matter and sand papered smooth.

Extra over item for every sub sequent coat of wall

91 2000.00 painting with plastic emulsion paint of approved brand Sqm

Extra over item for painting with plastic emulsion paint of

92 2000.00 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

93 2000.00 foreign matter and scoured with brushes fine steel wood, Sqm

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 1000.00 brushing, interior to give an even shade including Sqm

cleaning the surface an even shade including cleaning the 86.94

surface of all dirt, dust and other foreign matter.

Painting one coats (excluding priming coat) on

previously painted steel and other metal surface with enamel

95 500.00 paint, brushing to give an even shade including cleaning Sqm

the surface of all dirt, dust and other foreign matter. 54.35

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

Painting two coats (excluding priming coat) on new

steel and other metal surface with synthetic enamel

97 500.00 paint, brushing to give an even shade including cleaning Sqm

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 shade Sqm

including cleaning the surface of all dirt, dust and other 43.79

foreign matter.

Extra over Above item for 86 & 87 for every sub

99 500.00 sequent coat of paint. Sqm

Painting two coats (excluding priming coat) on

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

100 500.00 pipes and fittings with ready mixed bituminous brushing, Sqm

black, anti corrosive to give an even shade including 20.16

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,

101 500.00 black, anti corrosive to give an even shade including Sqm

cleaning of all dirt, dust and other foreign matter.(100 mm

Painting two coats (excluding priming coat) on new

wood and wood based surface with enamel paint,

interior to give an even shade including cleaning

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

sand papering and stopping. (a) Ready mixed paint

brushing wood primier pink.

Painting one coats (excluding priming coat) on

previously painted wood and wood based surface with

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

of all dirt, dust and other foreign matter.(b) Ready mixed 40.17

paintbrushing priming for enamel

Extra over Above item for 91 & 92 every sub sequent

104 500.00 coat of paint. Sqm

Painting two coats (excluding priming coat) on new

wood and wood based surface with ready mixed

105 650.00 paint, brushing, oil, gloss, semi gloss to give and Sqm

even shade including cleaning of all dust, dirt and 104.12

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) side of

106 750.00 single or half brick walls for Sqm

interior plastering upto floor two level and finished even and 170.14

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 6000.00 surface to give an even shade including thoroughly Sqm

brushing the surface free from mortar dropping and 40.19

other foreign matter and sand papered smooth.

Painting two coats (excluding priming coat) on new

wood and wood based surface with enamel paint,

108 600.00 interior to give an even shade including cleaning Sq.M.

the surface of all dirt, dust and other foreign matter 87.11

sand papering and stopping.

Writing letter or figures on any surface with black

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

109 500.00 be measured and paid for separately) (i) Block per

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

Extra over items for using thick white paint instead of per letter

110 500.00 black japan paint. (i)Block (Letters/Figures) per

Polishing with french polish on new wood and

wood based surface to give an even

111 150.00 surface including cleaning, the surface of all dirt, dust and Smt

sand papering smooth and including a coat of wood 131.67

Extra over items for using thick white paint instead of per letter

112 20.00 black japan paint. (ii) Indian (Letters/Figures) 0.07 perCm/Ht

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

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

113 50.00 including cleaning the surface of all dirt, dust and other Sqm

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

114 50.00 including cleaning the surface of all dirt, dust and other Rmt

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

115 50.00 including cleaning the surface of all dirt, dust and other Sqm

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,

116 100.00 brushing including cleaning the surface of all dirt, dust Sqm

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

Demolition including stacking of serviceable materilas

117 10.00 and disposal of unserviceable materials with all lead and Cu.M.

lift. (i) R.C.C. work 1,047.38

Demolition of Brick work and stone masonry including

stacking of serviceable materil as and disposalof

118 10.00 unserviceable materials with all lead and lift.(ii) In Cement Cu.M.

Demolition of terrace including stacking of serviceable

119 10.00 materilas and disposal of unserviceable materials with all Smt

lead and lift.(i) Brick tile covering. 63.00

Dismentaling tiled of stone floors laid in mortar including

120 10.00 stacking of serviceable materil as and disposal of Sqm

unserviceable materials with all lead and lift. 47.25

Dismentaling of sheet roofing including ridges, Hips,

Valleys, Gutters etc. stacking of serviceable materil as

121 10.00 and disposal of unserviceable materials with all lead Sqm

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

Dismentaling of sheet roofing including ridges, Hips,

Valleys, Gutters etc. stacking of serviceable materil as

122 15.00 and disposal of unserviceable materials with all lead Sqm

and lift.(i) A.C. sheet roofing.

Dismentling steel work including distempering and

123 15.00 stacking the materials with all lead and lift. Kg.

Dismentling doors, windows, ventilators etc. (wood

or steel) shutters including chowkhats architraves,

124 5.00 hold fasts and other attachment etc. complete and Each

stacking the material within all lead and lift.(i) Not exceeding 185.85

3 Sq.M. in area.

Dismentling doors, windows, ventilators etc. (wood

or steel) shutters including chowkhats

125 5.00 architraves,hold fasts and other attachment etc. Each

complete and stacking the material with in all lead and 248.85

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

Dismentling barbed wire in fencing including making rolls

and also including dismentling fencing posts including all

earth work concrete in base and making good the

disturbed ground stacking useful materials as

directed and disposing as directed and 66.15

disposing of the unserviceable materials with all lead

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain

127 5.00 water pipes with fittings and clamps including stacking Rmt

the materials with all lead and lift (for any dia, of pipe) 74.03

Dismantling santtary fittings like wash basin . W.C. pan

128 5.00 Indian and Europe an type, flushing tank etc. including Each

stacking the materials with all lead and lift 401.63

Scraping oil paint from steel and other metal surface

129 2000.00 and making the surface even (with Hand Scraping.) Smt

Removing and scraping of old deteriorated plaster

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

130 3500.00 including stacking of serviceable material and disposal Smt

of unserviceable from site of work with all lead and lift

Providing and fixing M.S. fan clamps of shape

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

cutting chase and making good. 168.53

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

132 100.00 out, wetting, grouting with cement and sand slurry 1:3 Rmt

(1-cement 3-sand ) (upto 10 ton) 64.58

Cutting out cracks roof terrace to V-Section cleaning out

133 50.00 and filling solidly with a hot mixture of bitumen Rmt

and clean dry sand (1:1 by weight) (up to 10 ton) 75.29

Providing & Fixing in position Alluminium doors with

frame using approved quality anodised extruded

alluminium section as approved by Engg.in charge(Jindal

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

(b) Shutter bottom vertical & top section

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

134 2.00 bottom section at 114.3x44.45 mm at (1.37 kg/mt) Shutter Sq. M.

middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing 2,900.00

& 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

135 2.00 31.75 mm (at 0.41 Kg/Rmt) © Shutter top & bottom section Sq. M.

40 x18 mm ( wt. 0.41 Kg/Rmt ) (d) Shutter interlock vertical 2,350.00

section 10 x 18 mm.( 0.41 Kg/ Rmt) (e) Shutter vertical of

x 18 mm. (0.41 Kg/Rmt) including P/F installing 5 mm thick

approved color Acrylic sheet of standard quality etc.comp.

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

136 2.00 frame for Gulley trap (Standard pattern) te weight of cover to Each

be not less 4.53 Kg.) 491.80

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 1,815.14

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

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

on both side of the sheet and polyester top coat 15-18

138 2.00 micron. The PP GI Sheet shall have plastic Sqm

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 10.00 having 1-2 mm thickness as per directed by Smt

engineer incharge etc as completed (N.S.) 963.00

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

140 5.00 consultants. Use underlay for better result as per Detail Smt

specifications and directed by the project consultants.

(N.S.) Approved Rate )

Providing and fixing 1.20 Metre high fencing with

Metre long M.S. Angle posts 40 mm x 40 mm x 6 mm and

oil painting 3 coats fixed at 2.5 Mt, C/c. with five

Horizontan lines and two diagonals of galvanised steel

141 20.00 barbed wire weighting 9.38 Kg. per 100 Metre, strained Rmt

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

the posts in ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C 1:5:10 etc complete.

Constructing a sink (chowkedi) with C.C. 1:2:4, 12 cm.

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

142 5.00 1.0 Mt. high and 23 cm. thick cement plaster to Rmt

masonry / in C.M.1:3) and cement concrete flooring in 2,235.66

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

Constructing a cooking platform 60 cm. width and 70 cm

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

(1:6) with (i) Fixing or precast R.C.C. 1:2:4) 8 cm.

143 5.00 thick slab with marble chips set in C.M. (1:6) (6 mm thick Rmt

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 with

144 5.00 polysulfied selant and finished it good incl. all all labour Rmt

charges etc. comp as directed 30.00

P/A Tremix with dewartering machine and floater

machine on constructed CC work for finishing the

surface as per requirement. The rate including all

145 5.00 machinaries, labor, loading, unloading, Sq.M.

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 Consentration Weight1.00 percent is

146 5.00 recommended one litre chemical emulsion dillute with 9 Smt

liter of kerosene precent concentration. Total 54.98

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 20 EC. As

Per 6113_pests Consentration Weight 0.50 percentis

recommended one litre chemical emulsion dillute with

147 5.00 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 Per 6131_paret-II

148 5.00 Consentration Weight on percentis recommended i.e one Smt

litre 20 EC chemical emulsion with 19 liter give 1% 104.90

concrentration inclusive of one litre chemical

emulsion appication attherate of 5 Litre chemical /

Sqm of surface is recommended as per I.S

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 5.00 percentis recommended i.e one litre chemical Smt

emulsion dillute with 39 liter go fIS concrentration 37.34

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 as per I.S

Providing erecting and fixing double coated Syntex

PVC.(ISI) water tank of required capacity each with all

150 5.00 necessary fittings and connection etc. complete on Litre

Providing and fixing to wall, ceiling and floor galvanised

Mild steel tubes (Medium grade) of the following

151 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

152 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 50 mm to 80 mm

153 2.00 nominal bore by providing and fixing tee including Each

cutting and threading the pipes complete.

Providing and fixing to wall ceiling and floor 6.0 Kg.F/Cm2

working pressure poluthene pipes of the following out

154 side Dia. Low densidy, complete with special

falnge compression type fittings,wall clips

etc.including making good the wall ceiling and floor.

Providing and fixing 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

Providing and fixing cast iron (Spun) Nahni trap of

the following nominal diameter of self cleaning design

156 5.00 with C.I. screaed down or higned grating including Each

cost of cutting and making good the walls and floor 100 mm 600.08

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 5.00 bed concrete, foot rest and trap to be measured and Each

paid for separately) (A) Vitreous China. (I)Long pattern = 926.10

Provdg. & fixing wall mounted White / Color

Vitreous China European water closet with

158 2.00 integral P trap of "Cera" - Clair Series or equivalent No.

incl. seat cover , Chair Bracket etc. complete as per 4,250.00

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

159 5.00 (1- Cement:1-fine sand) (Seal and cover to be measured Each

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 5.00 longitudinal flush pipe.(A) Squating plate pattern No.

white earthenware 550mm x 300mm.

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

161 5.00 series or equivalent standard make as approved by No.

engg. in charge all complete. (N.S.) 403.39

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

162 5.00 series or equivalent standard make as approved by No.

engg. in charge all complete. (N.S.) 641.53

Providing and fixing 100 mm size P or S trap for

water closet squatting pan including jointing the trap with

163 5.00 the pan and soil pipe in cement Mortar1:1 (1-Cement : Each

1-Fine sand)(A) Vitreous China.Pattern in white colour

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 5.00 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 walls

165 2.00 and making good the same but excluding fittings. © Each

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

Providing and fixing 600 mm x 450 mm bevelled edge

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

166 2.00 sheet or ply wood sheet and fixing to wooden pluge with Each

C.P. brass screws and washers.

Providing and fixing chromium plated brass halftrun flush

167 cock of approved quality including

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

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

168 1.00 P/F C.P. brass waste coupline, 32 mm dia fisher union

,15 mm dia. Pillar cock & Angle cock of " Ess Ess"-

Trend series ,32 mm dia. Waste pipe etc. complete

as per dir. of engg. in charge.

Finishing wall with water proofing cement paint of

on wall surfaces (Two coats) to give an approved

brand and manufacture and of required shape

169 650.00 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

170 500.00 water proofing cement paint of approved brand Smt

and manufacture. 31.82

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

171 1.00 Krishna or Equivalent Make for Kitchen Platform of No.

size : 24":x18" as per Direction of engg. In charge 4,650.00

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

brackets, painted white including cutting holes in

172 1.00 walls and making good the same but excluding Each

fittings. (C) Vitreous China Sink.(i) 600mm x 450mm 2,257.69

Providing and fixing C.P. brass towel rail comlete with

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

brass scews.(B) 600mm x 20mm size. 597.22

Providing and fixing 600 mmx120 mm glass shelf with

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

wooden plug with C.P.brass screws. 561.03

Providing and fixing toilet paper holder. (A) C.P.Brass

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

176 2.00 304 Grade as per instruction of engineer in charge.

Providing and fixing screw down bib taps of following size.

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

Providing and fixing screw down bib taps of following

178 size. © Gun metal screw down bib tap.

Providing and fixing pillar tap, capstan head, screw

179 down high pressure with screws, shanks and back nuts.

Providing and fixing Gun metal check or non-return

180 fullway wheel valve.

(III) 25 MM DIA

Providing and fixing brass screw down stop tap.(A) 15 mm

181 15.00 dia Each

Providing and fixing chromium plated brass half trun

182 flush cock of approved quality including fixing in pipe line

(iii) 32mm dia.

Providing and fixing Urinal or approved quality

including conecting the Urinal with waste pipe , tap

183 5.00 etc.complete. (A) White earthen ware flat back or corner Each

type size 430mm x 260mm x 350mm.

Providing and fixing chromium plated, bottle trap with

184 1.00 necessary couplings of approved quality for wash basin. 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 sunk in layers

187 1.00 of 15 cm. thickness, including watering, ramming well etc. Cmt

complete, as directed by the Architect / Engineer-in- 3,850.00

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

188 15.00 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

189 10.00 every two metre C/C or shall be concelled as

directed including necessary fittings etc. including testing

of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

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

190 3.00 every two metre C/C or shall be concelled as

directed including necessary fittings etc. including testing

of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

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

191 5.00 every two metre C/C or shall be concelled as

directed including necessary fittings etc. including testing

of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

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

192 2.00 every two metre C/C or shall be concelled as

directed including necessary fittings etc. including testing

of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

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 788.78

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 colour

194 2.00 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

195 5.00 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 M.S.

196 2.00 Supporting Brackets. (N.S.) Rmt

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

197 2.00 operator, dirver etc.. ( 12 hours sift day/night) Hrs.

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

198 2.00 monsoon for 12 Hrs. Shift. Work shall be carried out No.

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

199 5.00 equivalent design and colour as per instruction by Smt

engineer – in – Charge with necessary hardware fitting,

material and labour etc complete.

Providing & Fixing Door closer - complete of Approved make

200 5.00 to wooden / Aluminium Doors as per direction of engg. In No.

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

201 2.00 during laying incl. painting the exposed protion of loops, all No.

as per standard design complete.

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

202 1.00 in cement mortar 1:1 including neat cement finishing, Rmt

watering etc. complete. 23.45

Making Water connection from exi.Muni. Water line (N.S.)

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 1.00 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

205 1.00 switch board of approved brand and make etc.comp.as Set

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

206 20.00 including bending, binding and placing in position complete Kg.

up to floor two level (up to 10 ton) 66.59

ProvidingTMTBarFE500/500Dreinforcement for

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

207 20.00 complete upto floor two level placing in position complete Kg.

upto floor two level placing in position complete upto floor 75.46

two level(upto 10 ton)

Providing and fixing 30mm thick solid both side prelam PVC

208 1.00 door shutter (sintex door-equivalent) with necessary Smt

alluminium fitting with EL-7 section frame 2,214.00

Conveyance charge of Earth,Lime, Murrum, building rubbish

209 50.00 earch manure or sludge and excavated rock and fly Cu.M.

ash,aggregate of any kind etc.comp.upto 5 km lead.(L.S.) 326.73

Providing and laying polished granite stone slab 18 mm thick

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

210 5.00 cement mortar 1:3 (1 cement:3 coarse sand) and jointed Smt

with gray cement slurry including rubbing & polishing 2,690.00

Wall panelling with 12 mm MDF fixed to existing

alluminium framing and making grove as per design and

211 1.00 finished with royal plastic paint as per instruction of Smt

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

212 1.00 consultants. Use underlay for better result as per Detail Smt

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

213 10.00 including cleaning the surface of all dirt, dust and sand Smt

papering so as to

produce a smooth dry surface.

Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to

214 2500.00 give an required shape evenshade after thoroughly brushing Sq.M.

the surface to remove all dirt, and remains of loose 113.40

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 2 no of brass holdfast 325 mm

long 1 no brass tower bolt 250 mm long and two no of

mm long brass door handle . Decorative both side 4,686.36

laminated Flush door 35 mm thick. with frame of 10 cm

x 7 cmt Indian teak wood frame including all necessary

fitting fixtures hardware screw and adhesive etc fixing

up to all lead and lift height up to 45 mtr from GL etc

complete as per direction of engineer in charge

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

216 1.00 sheet with 2,4,6 raised panel design in different plain and /or Smt

prelim colours on one side after routing the moulded design 2,131.00

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

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

instructionof engineer in charge same as lal darwaja garden

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

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

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

217 1.00 frame 8'x4' size with MS flat of size 25x3 mm welded jali Rmt

etc.comp.The jali is to be welded to MS pipe with MS flat as 1,230.00

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-

218 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

(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 380 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

219 2.00 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 Bedding

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

220 5.00 and including excavation for fixing in proper line and Rmt

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

Providing and Laying of Rubber Moulded Paver Block

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

(Usually Uni-Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath,parking areas,

service lanes and other areas as mentioned in the drawing /

instruction of engineer in charge. Cost includes formworks

using rubber mould, Rate providing and laying paver blocks

as per required grading and specification. The paver block

shall be mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of flooring

221 20.00 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

Provoding and fixing flush door shutters, solid core

construction with frame of first class hard wood with cross

board and face veneer or ply wood face panels, including

anodised alluminium butt hinges with necessary screws. (B)

Non- decorative type and block board core anodised

222 1.00 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 brush

224 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 :

and consisting of angle cleats of size 25 mm wide x 1.6 mm

thick with flanges of 27 mm and 37mm, at 1200 mm centre

to centre, one flange fixed to the ceiling with dash fastener

12.5 mm dia x 50mm long with 6mm dia bolts, other flange

of cleat fixed to the angle hangers of 25x10x0.50 mm of

required length with nuts & bolts of required size and other

end of angle hanger fixed with intermediate G.I. channels

45x15x0.9 mm running at the spacing of 1200 mm centre to

centre, to which the ceiling section 0.5 mm thick bottom

wedge of 80 mm with tapered flanges of 26 mm each having

lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in

a direction perpendicular to G.I. intermediate channel with

connecting clips made out of 2.64 mm dia x 230 mm long

225 1.00 G.I. wire at every junction, including fixing perimeter Smt

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

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

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-

Ns/m³ (DIN 53887),wood practical core,NRC : should be Up

226 1.00 to 0.75,should meet the safety requirements of EN 14190. Sq.mt.

Fixing :- Sound Strut CC18 screw fixed horizontal/vertical to 4,160.00

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, 1 yellow)

350 x 500 x 50 mm, Size per color End Cape 350 MM x

MM x 50 MM TOP DESIGN - Lining Top flat ANTI SKID

PATTERN FOR GRIP COLOUR :- YELLOW & BLACK

BODY MATERIAL :- MODIFIED THERMOPLASTICS

227 1.00 (Polymer Rubberized ) • ECO FRIENDLY RECYCLE Rmt.

RUBBER Packing :- 4 pcs/ woven Bag Load Capacity :- 20 2,185.00

MT Fitting ( Fixing on TRAKE) :-4 holes & END CAPE :-

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 &

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

MM thickness suspended at every 600 MM c/c along length

228 1.00 of ceiling with 4 MM dia, Pre-straightened G.I.Wire with Sq.mt.

necessary level adjusters & intermediate cross tees of size

24 X 38 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 24 MM X

24 MM X 3000 MM X 0.40 MM thickness including providing

necessary openings for light fixtures, diffusers etc.

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

229 300.00 etc. All complete as per detail drawing, as specified and as Sq.m

directed by Architect / Consultant / Project - In - Charge. The 425.00

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 architectural

drawing allowing openings for A.C. Diffusers,

Light/Electrical Points etc –complete, Prior to fixing on 766.00

frame.(Brand : Anutone or equivalent ) (N.S.) or as

directd by engineer In Charge.

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

231 1.00 chamber & water tight G.T.Stone including fixing of No.

covervSquare mouth trap 100 mm x100 mm size P-Trap 1,279.40

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

mixture of Cement Mortar in proportion 1:1 Salt glazed

232 1.00 stoneware pipes including testing of pipes and joints Rmt.

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

233 1.00 stoneware pipes including testing of pipes and joints Rmt.

complete.(B) 150mm dia.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

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

frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe

234 1.00 with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone Each

aggregate 20mm size) foundation concrete 1:5:10 inside 2,903.89

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

235 1.00 aggregate 20mm size) foundation concrete 1:5:10 inside Each

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

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. ) (R.C.C.

236 1.00 top slabe with 1:2:4 mix (1-cement :2- coarse sand :4- Each

graded stone aggregate 20mm size) 7,109.35

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

mm and 450mm deep for pipe lines with three or more inlets.

Providing, supplying and fixing precast C.C. blocks (M-20)

edge kerb having size of 75 x 300 x 300 mm depth and as

237 2.00 per design conveying it to the site, jointing into C:M 1:3 and Rmt.

racking out the joints incl. necessary excavation of asphalt, 219.00

soil etc..completed.

Constructing a cooking Sandwich platform 60 cm. width and

70 cm high resting on B.B.Masonry walls

238 3.00 23 cm.thick in C.M.(1:6) with (ii) Fixing black Granitee 30mm Rmt.

thick laid on precast R.C.C. (1:2:4) slab with plastering on 933.98

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

Constructing a cooking platform 60 cm. width and 70 cm

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

239 2.00 with (ii) Fixing black kadappa stone 30mm thick laid on Rmt

precast R.C.C. (1:2:4)slab with plastering on exposed faces 1,132.43

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

240 2.00 window frames etc. including60 x 20mm beading of teak Smt

Providing & fixing 15 cm wide chicken mesh jali with nails &

241 2.00 then application of 15 mm plaster on R.C.C.& masonary Rmt.

joints as per dir.of engg.in charge 35.00

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

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

242 2.00 nominal size) laid in one layer and finished with a floating

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

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

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

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

RCC walls, including cost of form work and

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

243 1000.00 water proofing treatment as per IWP specification,including

injection, grouting, etc. complete. The rate includes for

providing and fixing two nos. 0.6m. x 0.6 m. size medium

duty CI manhole cover/s at top, including wash out pipe line

and inlet and outlet connections etc. complete.

Providing and fixing PVC Printed pain colour false ceiling

with grid type with alluminium frame consisting of 600mm x

600mm 3mm thick plain PVC sheet used as panel insert in a

frame work made using anodized alluminium T section of

size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick) in square

pattern of grid sizes of 2 x 2 (600 x 600mm) The alluminium

frame work is supported from the cceiling with the help of

244 2.00 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

Providing and supplying of labour for necessary manual

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

245 20.00 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 of

D 2.00 welding rods/gas, Transportation, including carting from site No

to work place. 1,500.00

Mazdoor at Day Male/Female

Providing and fixing wooden planks ceiling with tounged and

grooved jointing and wood screws (frame work and cover

246 2.00 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 should be

247 2.00 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 600mm

248 1.00 x 600mm clear opening etc. comp. As directed by engineer No.

in charge. (Based on Central Store Rate) 1,383.92

Providing and fixing concealed center point to wall ceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation

249 Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete.

Providing and fixing cast iron steps of size 500mm x 150mm

250 2.00 x 22.5mm and painting with two coats of Anti-corrosive paint Each

etc. complete. 162.23

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

251 2.00 frame for Gulley trap (Standard pattern) te weight of cover to Each

be not less 4.53 Kg.) 491.80

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

252 with special falnge compression type fittings, wall

clips etc. including making good the wall ceiling and

Providing and fixing sheet glass, selected quality (Type-C)

bedded in putty and fixed with

253 2.00 wooden beading including the cost of wooden beadings of Smt

first class teakwood and necessary cutting of glass. (2) 6 1,176.10

Providing and fixing rough cast wired glass, 6mm thick

bedded in putty and fixed with

254 2.00 wooden beading including the cost of wooden beadings of Smt

Indian teak wood and necessary cutting of glass. (C) Wired - 559.26

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

graded stone aggregate 12.5 mm nominal size) in gaps of

255 20.00 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 curing and festing (i)

256 1.00 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

Metre for 150mm diameter sewer.

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)

257 1.00 finished smooth complete including 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) (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. class NP2 of the

258 1.00 following internal diameter with Rmt

collars and butt ends prepared for collar joints including 658.89

testing of joints complete.(D) 300mm

Pro. And fixing single layer water proof gypsum board

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

mm x 40 mm x 0.8 mm at 1220 mm center to center ceiling

section of size 40 mm x 35 mm x 0.55 mm at

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

259 1.00 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.

261 2.00 comp. (Shift for Eight Hour) (For Each Pump Set, No Shift

payment should be allowed for non working condition of 535.71

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 width and weighting

262 5.00 kg/100 mt. (Average) as per manufacture's specification. Rmt

The rate shall also include providing and fixing 1.20 390.00

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 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 clause

(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 20.00 watering and fixing in line & level as well cleaning the Smt

site etc.comp. as directed.SOR - (Jan. -2016) for Central 78.00

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

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 shall be executed in line and level by skilled

265 20.00 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

Lettering and lettering charges and printing Muni.corporation

266 3.00 symbol with help or skilled artist including colour costst. No

Prismatic grade reflective sheeting with super high

performance durable ,micro prismatic material confirming to

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

267 3.00 according to IRC standard in dual language with micro

prismatic material confirming to type XIsmatic confirming to

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 the item

268 5.00 rate include carting, filling, with available earth and should

be proper be level up to ngl,as directed by Engineer in

Providing and supplying ISI marked only standard length

Stonewate pipes in standard lengths of following

class and diameter including all taxes,insurance,

transportiton, fright charges, octroi,inspection

269 charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete (IS -

(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 all

270 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 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-

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

2.00 0.90meter for pipe dia <=150 mm.

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

2.00 0.90meter for pipe dia <=20 mm.

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

2.00 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 15 mm

thick cement plaster inside & outside (Only for shaft)

In Cm 1:3, Finishing With Cement Slurry, P/F 4 Mm

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

272 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

2.00 pipe dia <=230 mm)

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

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

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

incl. Dewatering and other required machinery etc.

273 of following dia pipes at any 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 drainage M.H. and as

275 per type design & Drawing including cost of reinforcement

M.S. Angles or Flat , cutting mold work etc.(GWSSB SOR

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 charges,

276 2.00 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 5.00 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 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

279 10000.00 give required even shade after application of Exterior Smt

Primer of Approved Brand & Manufactures after 79.00

thoroughly brushing the surface to remove a

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 and Colour Work at Diff.Muni.

Buildings of Naranpura ward in west zone.

2 Time Limit 12 Months

3 Tender Validity Period 120 Days from the date of opening of the tender

4 Eligibility Criteria Register “D” 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.58500/- (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.2400/-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.30-04-2026 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.01-05-2026 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.01-05-2026 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 Rs. 58,32,794.93 Rs.58,500/- 12 Months

and Colour Work at

Diff.Muni. Buildings of

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. 2400.00 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 "D" 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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fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh ybtLg dKJtbkkt ytJNu

<ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof

JtkkaJt rJlkk<e Au.

1) ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt rJd<tubtkk bwfuj Nh<

y&Jt mw^thtbtkk ftuR VuhVth mwaJ<t ntug.

2) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

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

juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu

lnekk ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu l ntug)<ublu ytvuje

btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt btxu

sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt &<t ftuR stuFb fu

sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t Bgwrl. frb§h©e/mexe

Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e fvt<

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

2) xuLzh Vtubole ylwmwra-ce

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt ytJNu.

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl <&t

MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

15 : yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo sJtcœthe

(òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule

sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtcœthe vK

vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtkk W<thJt, mtuhekkd

ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt sJtcœth hnuNu ylu

Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh ChJwk. Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh sKtg <tu

xuMxekd fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo

ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt

ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe fhJtle

&tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ. ftuLx[tfxhu

jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch yufx

bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb

mw^thJt fu vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh

ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu su

ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxhekd fhJtbtk lrn ytJu fu

œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ

WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

29: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

30: su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch

Mþ^eltu dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u mbgdt¤tu ctœ fhe ftble

mbgbgtoœt dKJtbtk ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31: ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu jd<t vwhtJt

vubuLx fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

yufhthlwk Vtubo

1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tkk vnujtkk buk/ybu M&¤le bwjtft< je^e Au ylu ftblu

jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t œM<tJustu ft¤SvwJof

yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkkb< Awk/Aeyu.

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

btuctEj lkch mt&u (vrùb Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

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

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

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

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

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

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

Mixing of concrete shall be done by concrete mixer machine. Arrangements of binding vibrator for R.C.C.

works if required shall have to be made by the contractor .

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

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

responsible for any damage to public. If any incident happen, during the execution of work. In case of

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

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

over the site with final finishing of the work as directed. All the rejected materials shall be removed from

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

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

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

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

arrangement for water required for the work.

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

shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add. City Engg. shall

remain final regarding rate.

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

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

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

subsequent changes in site and design is entertained.

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

prepare the measures boxes according to this measure.

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

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

The tender for the work shall remain open for a period (120) days from the date of opening of the tenders for

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