Necessary Repairing civil Works in Diff. Garden and Muni. Buildings regarding SBM and Maintanance of toilet in Gota Ward in North West Zone.

Excavation for foundation up to1.5 m depth

including sorting out and stacking of

1 useful materials and disposing of

theexcavated stuff upto 50 Meter

lead.(A)Loose or soft soil

0.4 Upto 1.5 mt Depth 115.92 Cmt

0.4 1.5 to 3.0 mt.depth 158.4 Cmt

Filling available excavated earth

(excluding rock) in trenches, plinth, sides

2 0.4 of foundations etc. in layers not exceeding 129.1 Cmt

20 cm. in depth consolidation each

deposited layer by ramming and watering.

Providing and laying cement

concrete1:5:10 (1-Cement: 5- coarses

sand and:10-hand broken stone aggregates

40mm nominal size) and curing

complete excluding cost of formworkin

(A) Foundation and Plinth.

Providing and laying cement

concrete1:4:8 (1-Cement: 4- coarses

and:8 hand broken stone aggregates

40mm nominal size) and curing

complete excluding cost of formworkin (A)

Foundation and Plinth

Providing and laying cement concrete

1:3:6 (1-Cement : 3- coarse sand : 6-

5 0.4 hand broken stone aggregates 40 mmnominal 2976 Cmt

size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

Providing and laying cement

concrete 1:3:6 (1-Cement:3-coarse sand:6-

crushed stone aggregates 20mm

nominal size) and curing complete

including cost of formwork in (A) wall

Providing and laying cement

concrete work 1:2:4 ((1-Cement:2- coarse

sand:4-graded aggregates 20mm

nominal size) curing complete

excluding cost of formwork and

Foundations, footings, base or columns

a 0.4 and mass concrete 3923.53 Cmt

Slabs, landing, shelves, balconies, lintels,

b 0.4 beams, girders and cantilivers upto 4012.47 Cmt

floor two level

Independent piers, columns, and pillars, upto

c 0.4 floor two level 3661.3 Cmt

Provdg. & laying cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded

stone aggregates 20 mm nominal

size) for reinforced concrete

chhajjas not exceeding 10 cm. thickness

8 0.4 upto floors two level including 6487.07 Cu.M.

finishing the exposed surfaces with

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

give a smooth and even surface centering

and form work and curing complete

excluding cost of reinforcement.

Providing and laying controlled cement

concrete / Ready Mix Concrete of M-

200 and curing complete, excluding

the cost of form work and

reinforcement for reinforced concrete work

Foundations, footings, base of columns,

(A) 30 and mass concrete. 3977.88 Cu.M.

Walls from top of foundations /level up to

(B) 30 floor Two level. 4484.17 Cu.M.

Slabs,landing,shelves,Balconies Lintels,

(C) 2 Beams, Girders and Cantilever upto floor 4460.36 Cu.M.

Columns, pillars, posts, and struts, up to floor

(D) 2 two level. 4558.2 Cu.M.

Staircase up to floor two level. (excluding

(E) 0 landing) 5418.91 Cu.M.

Vertical and horizontal fins up to floor

Providing and Laying ordinary

cement concrete 1:2:4 (1-Cement 2-

coarsesand: 4-graded stone aggregates

20 mm nominal size) and finishing

10 0.4 smooth with curing etc. complete including 6241.78 Cum

the cost of form work but excluding the cost

of reinforsement for R.C.C work in

(iv) Slabs having more than 13 cm and

upto 15 cm.thickness

Providing and Laying ordinary

cement concrete 1:2:4 (1-Cement 2-

coarsesand: 4-graded stone aggregates

20 mm nominal size) and finishing

11a 0.4 smooth with curing etc. complete including 7401.59 Cum

the cost of form work but excluding the cost

of reinforsement for R.C.C work in (iv)

Slabs having more than 8 cm and upto

Brick work using common burnt clay

building bricks having crushing

12 0 strength not less than 35kg./Sq.Cm.in

foundation and plinth in Cement

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

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

0.4 B) Modular 4241.7 Cmt

Extra Rate for brickwork in Above

13 0 Item for super structure above plinth level

upto floor two level (B) Conventional

a 20 (A) Conventional 272.25 Cmt

b 0.4 B) Modular 262.35 Cmt

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

c 10 (A) Modular 42.66 Floor

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

d 10 (B) Conventional 40.09 Floor

Half brick masonry in common brunt

clay building bricks having crushing

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

Cement mortar 1:5 ( 1-Cement : 5 coarse

sand ) in foundation and

Plinth conventional brickwork

Extra for half brick masonry in

15 4 super structure above plinth level upto 433.4 Smt

floor two level (B) conventional

Providing form work in ordinary timber

planking so as to give a rough finish

including centering, shuttering, strutting

and propping etc. height of propping

16 0 and centering below supporting floor to

celling not exceeding 4 M &

removal of the same for in situ reinforced

or plain concrete work upto floor four level

Foundation, footings, bases of columns

a 50 etc. and mass concrete. 171.68 Smt

(B) Flat surfaces such as soffits of supspened

b 50 floors slabs Landings and the like. (1) Floors 252 Smt

etc. upto 200 mm in thickness.

(B) Flat surfaces such as soffits of suspended

c 50 floor roof slabs Landings and the like. (2) 270.9 Smt

Floors etc. above 200mm in thickness.

Vertical surface such as walls (any

thickness) partitions and the like including

attached buttresses & string course & the

(ii) Sides And Soffits Of Beam,

Haunchings Cantilevers, Girders,

Bressumers And Lintels Not Exceeding

(G) Columns PillarsPosts and struts. (1)

f 10 Square Rectangular Polygonal in plan. 297.68 Smt

g 10 (2) Circular or curved in plan. 422.1 Smt

(H) (2) Sides and soffits of Beams

Beam Haunchings canti-levers Girders

Bressumers and Lintels exceeding 1M.in

Providing and fixing 35 mm thick

panelled, glazed or panelled and glazed

shutters for Doors windows and clear

17 0 story windows including anodised

alluminium But hinges with necessary

screws and indian teak wood shutters

a 0.4 (A) Plywood sheet panels. 3459.09 Smt

b 0.4 (B) Particle board panels 3464.51 Smt

c 0.4 (C)Hard board panels. 3433.65 Smt

d 0.4 (D) Asbestos sheet panels. 3406.53 Smt

Providing and fixing 25 mm thick

shutters for cup boards etc.

18 0.4 including black enamelled M.S. butt 3006.75 Smt

hinges with necessary screws.(A) Indian

teak wood. (i) Fully Panelled.

Providing and fixing 25 mm thick

shutters for cupboards etc. including

a 0.4 anodised alluminiu butt hinges with 3006.75 Smt

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

Providing and fixing 25 mm thick

shutters for cupboards etc. including

b 0.4 anodised alluminiu butt hinges with 2814.42 Smt

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

Partly panelled and partl glazed.

Providing and fixing M.S. grills of

required pattern to wooden frames of

windows etc. with M.S. flats at required

spacings and frame alround, square

or round bars with round headed bolts and

nuts or by screws (A) Plain Grill.

Providing and fixing glazed

louvered glass windows and

20 0.4 ventilators with teak wood frame 10 cm. x 4102.54 Smt

7 cm. size including 3 coats of oil

painting to wood work etc.complete.

Providing and fixing glazed

louvered glass windows and

ventilators with teak wood frame

21 0.4 cm.x7 cm. size including 3 coats of oil 4332.47 Smt

painting to wood work etc.complete.with

wooden louvers plank 12mm thick

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

22 0.4 anodized alluminium fixtures and 4595.06 Smt

fastenings including primer coat of

approved quality and two coats of oil

painting etc, complete.(ii) Fully Glazed.

Providing and fixing 35 mm thick shutters

for Doors, windows and clere story

windows including Indian teak wood

frames 10 cm x 7 cm. size including

23 0.4 black enamelled iron oxidixed 5285.45 Smt

fixtures and fastenings including

primer coat of approved quality and two

coats of oil painting etc, complete.(ii)

Fully Panelled.

Providing and fixing 35 mm thick shutters

for Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x

cm. size including anodized alluminium

a 0.4 fixtures and fastenings including primer coat 4940.25 Smt

of approved quality and two coats of oil

painting etc, complete. (iii) Partly panelled

and partly glazed.

Providing and fixing 30 mm thick

FACTORY MADE SOLID PANEL PVC

DOOR SHUTTER consisting of frame

made out of M.S.tubes of 19 gauge

thickness and size of 19 mm x 19 mm for

stiles and 15 mm x 15 mm for top and

bottom rails.M.S. frames hall have a coat

of steel primers of approved make and

manufacture, M.S. frames hall be covered

with 5 mm thick heat moulded PVC ‘C’

channel of size 30 x 50 mm formings

tiles, and 5 mm thick 75 mm wide PVC

sheets for to prail, lock rail and bottom rail

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

20 mm wide cross PVC sheet as gap

insert for top rail and bottom rail,

Panelling of 5 stiles and rails with 30 mm

wide x 5 mm thick PVC sheet beading

on eighter side, and joined together with

solventcement adhesive,. An additional

mm thick PVC strip of 20 mm width is to be

stculkon the interiors side of the ‘c’

channel using PVC solvent

cement adhesive etc. complete as per

direction of Engineer incharge,

manufacture’s specification and drawing.

Providing and fixing in position

collapsible steel shutters with

vertical channels 20 x 10 x 2 mm braced

with flat iron diagonal 20 x 5 mm size with

top and bottom rails T iron 40 x 40 x 6 mm

with 38 mm dia steel pulleys complete with

bolts, nuts, locking arrangements,

stoppers, handles, including a

priming coat of red lead paint & approved

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.

26 0.2 pulley, 40x40x6 mm angle and T- 3652.12 Sqm

iron guide rail at top and bottom

respactively with handles, stoppers and

locking agangement etc, including

applying a priming coat of red lead paint.

Providing & Fixing in position

Alluminium doors with frame using

approved quality anodised extruded

alluminium section as approved

by Engg.in charge(Jindal alluminium) (a)

Frame sections 101.6x44.45 mm (b)

Shutter bottom vertical & top section

kg/mt) (c) Shutter bottom section at

Shutter middle section at 100x44.3

wt.(1.37 kg/mt) incl.providing &

installing 5 mm thick approved color

Acrylic sheet of standard quality fixed

with glazing chips on upper pannel &

Laminated sheet on lower

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

direction of engg.in charge.

Providing and fixing extruded aluminum

window having extruded aluminum Colour r

Powder Coated section frame main outer size

Kg/mt,horizontal Four track member size

1.205 Kg/mt,vertical member of size

1.398 Kg/mt with sliding shutters of 2119.14 Sq.

horizontal member size 40mm x 18mm x M.

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

member of size 40mm x 18mm x 1.29mm @

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

transparent bronze colour tinted float glass

with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for

Providing & Fixing in position

Alluminium vents with frame using

approved anodised extruded

alluminium section as approved by

Engg. In charge.(Jindal alluminium) Sq.

29 0.2 units equivalent Approved Rate)Frame 1,950.00

section of 63.50 x 38.50 mm. (wt.

0.68Kg/Rmt) incl. Providing & Installing

5 mmthick approved color Acrylic sheet

of standard quality etc. comp.

Providing and fixing standared

extruded of alluminium section of size

63 mmx38.10 mmx1.2 mm (Jindal

Section:2434, or equivalent @ Wt.0.643 Sq.

30 0.2 Kg/mt) with colour anodized 1163.92

alluminium frame for ventilation with

5 mm thick frosted glass as details etc

complete for Ventilation

Providing and fixing standared extruded of

alluminium section of size 63.50 x 38.10 x

31 0.2 1.95 mm,@ Wt 1.094Kg / Rmt with colour 2,141.88 Sq.M.

Powder Coated alluminium frame with

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

32 0.2 marble cihps of required sizes from 1 mm to 811.13 Sqm

4 mm nominal size laid in cement marble

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

powder by weight) in proportion

of 4:7 (4- Cement: 7-marble chips

by volume) (C) Medium Shade

pigment with approx 50% white cement

and 50% ordinary cement (In top layer

only) (upto 10 ton)

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

marble powder mix 3:1 (3-Cement:

marble powder by weight) in proportion of

4:7 (4-cement marble powder mix: 7-

marble chips by volume) (B) Light shade

pigment with white cement (In top layer

Providing and laying white glazed tiles 6mm

thick in flooring treads of steps andlanding

34 1 laid on a bed of 12mm thick cement mortar 908.17 Sq.M.

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

Providing and laying Ceramic tiles

mm thick in flooring treads of steps

and landing laid on a bed of 12 mm thick

cement mortar 1:3 (1- cement :3-coarses

and) finishing with flush pointing in white

Providing & Fixing 20 mm thick

Mirror Polished Decorative Granite Board

with Computerised Golden Letters

Discription as per instructions of

36 0.2 engg. in charge to M.S. frame 4,304.00 No.

structure for Inaugaration & Public

Handover Function (N.S.)

Providing and laying Vitrified tiles 8 to

10 mm thick, 36''x36'' in flooring treads

of steps and landing laid on a bed of

12 mm thick cement mortar 1:3

(1-cement:3-coarses and) finishing with flush

pointing inwhite cement.

Providing and laying Vitrified tiles 8 to

mm thick, 24''x24'' in skrting risers of steps

38 0.2 and dedo on 10 mm thick cement plaster 1130.15 Sqm

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

jointed with white cement slurry

Providing and laying Vitrified tiles 8 to

10 mm thick, in skrting risers of steps

39 0.2 and dedo on 10 mm thick cement 1523.61 Sqm

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

and jointed with white cement slurry

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 Sq.

40 0.2 20 mm thick cement mortar 1:6 (1 1,527.00

cement : 6 coarse sand)on new

surface& jointed with colour cement

slurry incl with flush pointing &

cleaning the surface etc. comp.

Providing and laying 24" x 24"

vitrified 8 to 10 mm th.Double

Charged Gloosy / Matt tiles of

Approved make as Approved by Adl.C.E.

/ Consultants for upto 10 cm high skirting

41 0.2 as approved by Engineer in charge over 165 Rmt

10 mm thick cement mortar 1:6 (1 cement :

6 coarse sand)on new surface& jointed

with colour cement slurry incl with flush

pointing & cleaning the surface etc. comp.

Providing and laying polished Kota stone

slab flooring over 20 mm (Average)

thick base of cement mortar 1:6 (1-

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

42 39.2 Lime putty:1.5-coarses and) laid over 982.83 Sq.M.

and jointed with grey cement slurry mixed

with pigment to match the shade of

slab including rubbing and polishing etc.

complete. (A) 25 mm thick

Providing and laying marble stone slab

flooring over 20mm (average)base of cement

mortar 1:6 (1-cement : 6 coarse sand) or

43 0.4 L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) 2194.63 Sq.M.

laid and jointed with gray cement slurry

including rubbing and polishing complete.

(A)Marble slab 25mm thick

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

44 200 laid over and jointed with grey 1085.48 Sq.M.

cement slurry including rubbing and

polishing etc.complete. (B) 30 mm thick

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)

45 0.4 and jointed with gray cement slury 1176.03 Sq.M.

mixed with pigment to match the shade

of slab including rubbing and polishing

Providing and laying cement

concrete flooring (I.P.S.) 1:2:4 (1-cement:

2-coarses and:4-graded stone aggregate

20mm nominal size) laid in one

layer and finished with a floating coat of

neat cement. (A) 40mm thick.

Providing and laying cement

concrete flooring 1:2:4 (1-cement: 2-

coarse sand:4-graded stone aggregate

20mm nominal size) laid in one layer

and finished with a floating coat of neat

cement. (B) 50mm thick.

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

48 0.4 upto surface using white cement 739.89 Sqm

including rounding off junctions and

extending them up to15 cm along the

wall, clearing with water and oxalic

acid etc.as directed.

Providing and laying coloured glazed

tiles of the size 300 mmx200

mmx8 mm/300 mmx450 mmx8 mm in

49 0.4 skirting, risers of steps and dedo on10 1426.95 Sqm

mm. thick cement plaster 1:3

(1cement: 3 coarse sand) & jointed

with white cement slurry.

Providing ridges or hips 600 mm

overall in plain G.I. sheet class-3 fixed

50 0.4 with G.I. J or L Hooks and nuts 8 635.58 Sqm

mm dia G.I. Limpet and bitumen

washer complete. (1) 0.80 mm thick sheet.

Providing and fixing 150 mm wide

mm over all semi circular plain G.I.sheet

class-3 gutter with Iron brackets 40 mmx3

51 0.4 mm size Bolts, Nuts, washers etc. 555.71 Sqm

including making necessary connection

with rain water pipes. (i) 0.80 mm thick

Providing and fixing five courses water

profing treatment with bitumen felt

consisting of second and fourth course

of blown/ bitumen or/and residual

bitumen applied hot at 1.2 kg.per

Sq.M.of area for each course and

first course with fibre base bitunen

52 0.4 saturated under lay type land third course 466.84 Sqm

with fibre base self finished felt type

grade 1 and fifth and final course of stone

grit 6 mm and down size or pea

sizes gravel spread at

0.008 Cu.Metre/Sq.metre preparation of

surface excluding grading complete.

Providing and fixing on wall face C.I.

Rain water pipe including filling the

joints with spun yarn soaked in neat

cement slurry and cement mortar

1:2(1- Cement : 2-fine sand) (A) 75 mm

Providing 15 mm thick cement plaster

in single coat on Rough (Similar) side of

single or half brick walls for interior

plastering up to floor two level and

finished even and smooth in (i) Cement

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

Providing 20mm thick sand faced cement

plaster on walls upto height 10 metres

above ground level consisting of 12mm thick

55 60 backing coat of C.M. 1:3 (1-cement : 3- 297.68 Sqm

sand) and 8mm thick finishing coat of C.M.

1:1 (1-cement : 1-sand) etc. complete.

Colour washing with lime on wall surface

(two coats) over and including a

primary coat of white washing to give an

even shade after through brooming the

surface to remove all dirt, dust, mortar

drops and other foreigh matter.

Removing dry or oil bound

distemper by a washing and

57 0.4 scraping and sand papering the wall 11.19 Sqm

surface smooth including necessary

repairs to scratches complete.

Distempering with dry distemper of

approved brand and manufacture (two

coats) and of required shade on wall

surfaces of given an even shade, over

58 0.4 and including a priming coat of 46.94 Sqm

whiting after thoroughly brooming the

surface free from mortar dropping and

other foreign matter.

Distempeing (Two coats) with oil

bound distemper of approved brand

and manufacture and of required shade

on wall surfaces to give an even

shade, over and including a priming

coat with distemper primer of

59 0.4 approved brand and manufacture 76.08 Sqm

after thoroughly brushing the surface

free from mortar dropping and other

foreign matter and also including

preparing the surface even and sand papered

Extra Coat for Above Item over

60 0.4 above for every subsequent coat 30.09 Sqm

of approved brand and manufacture.

Wall painting (two coats) with plastic

emulsion paint of approved brand and

manufacture on undecorated wall

surface to give an even shade including

61 300 throughly brushing the surface free 78.44 Sqm

from mortar droppings and other foreign

matter and sand papered smooth.

Extra over item for every sub sequent coat

62 300 of wall painting with plastic emulsion paint 33.39 Sqm

of approved brand

Extra over item for painting with plastic

62 emulsion paint of approved brand on ceilings

a and sloping roofs.

Applying priming coat over new

steel and other metel surface after and

including preparing the surface by

throughly cleaning, oil, grease, dirt and

63 400 other foreign matter and scoured with 34.34 Sqm

brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint

brushing red lead.

Painting two coats (excluding

priming coat) on new steel and other

metal surface with enamel paint,

64 400 brushing, interior to give an even 86.94 Sqm

shade including cleaning the surface an

even shade including cleaning the surface of

all dirt, dust and other foreign matter.

Painting one coats (excluding

priming coat) on previously painted steel

and other metal surface with enamel paint,

brushing to give an even shade including

cleaning the surface of all dirt, dust and

other foreign matter.

Extra over item for every sub sequent coat of

Painting two coats (excluding

priming coat) on new steel and other

metal surface with synthetic enamel

paint, brushing to give an even shade

including cleaning the surfaceofalldirt,dust

and other foreign matter.

Painting one coats (excluding

priming coat) on previously printed steel

and other metal surface with synthetic

enamel paint, brushing to give an even

shade including cleaning the surface of all

dirt, dust and other foreign matter.

Extra over Above item for every sub

69 0.4 sequent coat of paint. 43.47 Sqm

Painting two coats (excluding

priming coat) on external surface of new

rain water, soil, waste and vent pipes

and fittings with ready mixed

70 0.4 bituminous brushing, black, anti corrosive 20.16 Sqm

to give an even shade including cleaning

of all dirt, dustand other foreign matter.(75

Painting two coats (excluding

priming coat) on external surface of new

rain water, soil, waste and vent pipes

and fittings with ready mixed

71 0.4 bituminous brushing, black, anti corrosive 25.05 Sqm

to give an even shade including cleaning

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

Painting two coats (excluding priming

coat) on new wood and wood based

surface with enamel paint, interior to

give an even shade including cleaning

72 0.4 the surface of all dirt, dust and other 26.78 Sqm

foreign matter sand papering and stopping.

(a) Ready mixed paint brushing wood

Painting one coats (excluding priming

coat) on previously painted wood and

wood based surface with enamel paint, to

73 0.4 give an even shade including cleaning the of 26.78 Sqm

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

Ready mixed paintbrushing priming for

Extra over Above item for every sub

74 0.4 sequent coat of paint. 24.26 Sqm

Painting two coats (excluding priming

coat) on new wood and wood based

surface with ready mixed paint, brushing,

75 0.4 oil, gloss, semi gloss to give and even shade 104.12 Sqm

including cleaning of all dust, dirt and

other foreign matters and papering and

Finishing wall with weather proof exterior

emulsion paint on wall surface (two

coats) to give an required shape

76 0.4 even shade after thoroughly brushing the 113.4 Sqm

surface to remove all dirt, and remains

of loose powdered materials.etc

Applying two coats of Birla (white

cement based) or Asian

(acryliclapy- putty) or equivalent & two

coats of primer of approved brand and

77 0.4 manufacture on new wall surface to give 40.19 Sqm

an even shade including thoroughly

brushing the surface free from mortar

dropping and other foreign matter and

sand papered smooth.

Painting one coats (excluding priming coat)

on previously painted wood and wood based

78 0.4 surface with enamel paint, to give an even 55.13 Sq.M.

shade including cleaning the of all dirt, dust

and other foreign matter.

Writing letter or figures on any

surface with black japan paint (stops,

comas, hyphens and the like not to be per

measured and paid for separately) (i) letter

Block (Letters/Figures) (Per 10 Letter pet

Demolition including stacking of

serviceable materilas and disposal

80 4 ofunserviceable materials with all lead and 1047.38 Cu.M.

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

Demolition of Brick work and stone

masonry including stacking of

81 4 serviceable materil as and disposalof 544.95 Cu.M.

unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

Dismentaling tiled of stone floors laid

in mortar including stacking of serviceable

82 4 materil as and disposal of unserviceable 47.25 Sqm

materials with all lead and lift.

Dismentaling of sheet roofing

including ridges, Hips, Valleys,

Gutters etc. stacking of serviceable materil

as and disposal of unserviceable

materials with all lead and lift.(i) G.I.sheet

Dismentling steel work including

84 800 distempering and stacking the 2.42 Kg.

materials with all lead and lift.

Dismentling doors, windows,

ventilators etc. (wood or steel)

shutters including chowkhats

85 0.4 architraves, hold fasts and other 185.85 Each

attachment etc. complete and stacking

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

exceeding 3 Sq.M.in area.

Dismentling doors, windows,

ventilators etc. (wood or steel)

shutters including chowkhats

86 0.4 architraves,hold fasts and other 248.85 Each

attachment etc. complete and stacking

the material with in all lead and

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

Dismentling barbed wire in fencing

including making rolls and also

including dismentling fencing posts

including all earth work concrete in base

87 0.4 and making good the disturbed 66.15 Rmt

ground stacking useful materials as

directed and disposing as directed

and disposing of the unserviceable

materials with all lead and lift.

Dismentling C.I. pipes G.S.W. pipes

abd A.C. rain water pipes with fittings and

88 0.4 clamps including stacking the materials 74.03 Rmt

with all lead and lift (for any dia, of

Dismantling santtary fittings like wash

basin. W.C. pan Indian and Europe an

89 0.8 type, flushing tank etc. including stacking 401.63 Each

the materials with all lead and lift

Scraping oil paint from steel and other

90 0.8 metal surface and making the surface 48.83 Smt

even (with Hand Scraping.)

Removing and scraping of old

deteriorated plaster of any

thickness from wall / R.C.C member

including stacking of serviceable

material and disposal of unserviceable from

site of work with all lead and lift

Providing and fixing M.S. fan clamps

of shape and size as specified in

existing R.C.C. slab including cutting chase

and making good.

Cutting out cracks of roof terrace to

V-section, cleaning out, wetting, grouting

with cement and sand slurry 1:3 (1-

cement 3-sand )

Cutting out cracks roof terrace to V-

Section cleaning out and filling solidly

94 0.4 with a hot mixture of bitumen and 75.29 Rmt

clean dry sand (1:1 by weight)

Providing & Fixing in position

Alluminium doors with frame using

approved quality anodised extruded

alluminium section as approved by

Engg.in charge(Jindal alluminium)(a)

Frame sections 101.6x44.45 mm

(b) Shutter bottom vertical & top

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

1.31 kg/mt) (c) Shutter bottom section Sq.

Shutter middle section at 100x44.3

wt.(1.37 kg/mt) incl.providing &

installing 5 mm thick approved color

Acrylic sheet of standard quality

fixed with glazing chips on upper

pannel & Laminated sheet on lower

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

direction of engg.in charge

Providing & Fixing in position Fully

Panelled / Partly Panelled Partly Glazed

/ Fully Glazed Alluminium doors with

frame using approved quality

anodised extruded alluminium section as

approved by Engg. In charge.(Jindal

alluminium )(a) Frame sections

101.6x44.45 mm b) Shutter

vertical & top section 83.5x44.45

Shutter bottom section at 114.3 x44.45mm

at ( 1.37 kg/mt ) Shutter middle section

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

providing & installing 5 mm thick Glass

of standaed quality fixed / 12 mm thick

Laminated sheet with glazing chips (wt.

0.13 kg/ Rmt) in panels etc. comp. as

per Detail Given & direction of

engg.in charge.

Providing & Fixing in position

Alluminium window 2/3/4 track

sliding / fix type with frame using

approved anodised extruded

alluminium section as approved by Engg. 4,518.00 Sq.

In charge.(Jindal alluminium) M.

units equivalent. including P/F installing

5 mm thick clear/tinted Glass of

standard quality etc.comp.

Providing & Fixing in position

Alluminium vents with frame using

approved anodised extruded

alluminium section as approved by

Engg. In charge.(Jindal alluminium) Sq.

units equivalent Frame section of 63.50 M.

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

Providing & Installing 5 mm thick

Glass of standard quality etc. comp.

Providing and fixing of Ridge

flashing for roof panel shall be made

out of 0.5 mm thick pre coated GI

sheet. The Pre coatedsheet shall be

of minimum 240 mpa steel grade

confirming to IS 14246:1995 and shall

have zinc coating of minimum 120 gsm

as per IS:277:1992, 5-7 microns

epoxy primer on both side of the sheet

99 0.4 and polyester top coat 15-18 micron. The 510.1 Sqm

PP GI Sheet shall have plastic

protective guard film of minimum

microns to avoid scratches during

transportation. The ridge shall be fixed to

the steel members by poprivetor

self drilling/self stitching fastners @

maximum 450mm c/c along length of

capping/flashing etc complete .

Supplying and fixing vinyl flooring

over the surface having 1-2 mm

100 0.4 thickness as per directed by engineer 963 Smt

incharge etc as completed (N.S.)

Providing and laying 15mm

bamboza wooden flooring as per

architect's drawing with all

necessary details as directed by

101 0.4 the project consultants. Use underlay 2,690.00 Smt

for better result as per Detail

specifications and directed by the project

consultants. (N.S.) Approved Rate )

Providing and fixing 1.20 Metre high

fencing with 2.0 Metre long M.S. Angle

posts 40 mm x 40 mm x 6 mm and oil

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

with five Horizontan lines and two

102 0.4 diagonals of galvanised steel barbed 385.4 Rmt

wire weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with G.I,

staples including fixing the posts in

ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C 1:5:10 etc complete.

Renovation and Repairing work in

Chainlink fencing any size and also

refixing work incl. febrication work with

all materails to be painted one coat of

primer and twocoats of paint as directed

inline and level. (N.S.)

Constructing a sink (chowkedi) with

C.C. 1:2:4, 12 cm. thick over B.B.

masonry in C.M, (1:6) in front and dwarf

wall 1.0 Mt. high and 23 cm. thick

104 0.4 cement plaster to masonry / in C.M.1:3) 2235.66 Rmt

and cement concrete flooring in 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

105 0.4 R.C.C. 1:2:4) 8 cm. thick slab with marble 933.98 Rmt

chips set in C.M. (1:6) (6 mm thick

terrazo) with plastering on exposed faces

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

Extra rate for using Ready Mix

Concrete of any grade for below

ground level to vertical upto any floor with

106 0.4 delivery & suction Pipe & Pump etc. The 760 Cmt

rate includes fule, pump operator, skilled

labor, driver etc completed and as per

direction of engineer in charge

P/A Tremix with dewartering

machine and floater machine on

constructed CC work for finishing the

surface as per requirement. The rate

107 0.4 including all machinaries, labor, 54 Sq.M.

loading, unloading, transportaion etc

complete as per direction given by

engineer incharge.

Carrying out timber treatment to all wood

work including drilling holes and spraying

oil based chemical solution on surface of

timber work for termite control including

labor and material etc. complete. Using

Chlorpyriphos20 EC as per 6313 2013 Part

III (1% concentration by mass) is

recommended one litre chemical emulsion

diluted with 19 liters of kerosene. Total

diluted concentration will be 20 liters

inclusive of 1 liter chemical emulsion

application in drilled holes and 0.75 / Litre

chemical per one Sqmt two coat on wood

surface not protected by paint or varnish.

Applying general insecticide pest control

treatment to floors, cupboards etc including

labour materials etc. complete. Using

Imidacloprid 30.5 SCas Per IS 6313 part

109 0.4 -II( (0.075% concentration by mass) is 88.4 Smt

recommended 10.5ml chemical diluted

with 5 liters of water application 0.5 litre

chemical /Sqm of surface is recommended as

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-

110 0.4 II Consentration Weight on percentis 104.9 Smt

recommended i.e one litre 20 EC

chemical emulsion with 19 liter give

1% concrentration inclusive of one litre

chemical emulsion appication attherate

of 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 including labour and

material Using Chlorpyriphos 20 ECAs per

IS 6313 part - II (1% concentration by mass)

111 0.4 is recommended i.e one litre chemical 37.34 Smt

emulsion diluted with 19 liter oil base. Total

solution will be 20 liters inclusive of one liter

chemical emulsion application at the rate of

7.5 litre chemical / Sqm of surface is

recommended as per I.S.S

Providing erecting and fixing

double coated Syntex or equivalent

PVC.(ISI) water tank of required

capacity each with all necessary fittings

and connection etc. complete on

Providing and fixing to wall, ceiling and

floor galvanised Mild steel

tubes(Medium grade) of the following

nominal bore, tube fitting and clamps

including making good the wall ceiling and

Providing and laying in trenches

galvanised mild steel tubes

(Midium grade) of the following

nominal bore, and tube fitting

(Earth work in trenches to be measured

and paid for separately)

Making connection of galvanised Mild

steel distribution branch with galvanised

mild steel main 50 mm to 80 mm

nominal bore by providing and fixing

tee including 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

side Dia. Low densidy, complete

116 0 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

118 0.4 with C.I. screaed down or higned 600.08 Each

grating including cost of cutting and

making good the walls and floor 100 mm

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

Providing and fixing water closet

squatting Pan (Indian type

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

119 0.4 concrete, foot rest and trap to be 926.1 Each

measured and paid for separately) (A)

Vitreous China. (I)Long pattern = White

Provdg. & fixing wall mounted

White / Color Vitreous China

European water closet with integral

120 0.4 P trap of "Cera" - Clair Series or 4,250.00 No.

equivalent incl. seat cover , Chair

Bracket etc. complete as per direction

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

Providing and fixing wsh down

water closet (Europe an type,

W.C.Pan) with integral P or S trap

including jointing the trap with soil pipe

121 0.4 in Cement Mortar1:1 (1- Cement:1-fine 1290.8 Each

sand) (Seal and cover to be measured

and paid forseparately) (A) vitreous

China Pattern :(i) in white colour

Provdg. & Fixing Flat Back Large Urinal

of White/ colour of "Cera" or " Hindware"

122 0.4 incl. C.P. Brass waste coupline , 1,850.00 No.

waste pipe, pvcconnection etc.

Complete.( size 635 x395x420 mm )

Providing & Fixing Angle cock of " Ess

Ess" - Trend series or equivalent

123 0.4 standard make as approved by engg. in 675 No.

charge all complete. (N.S.)

Providing and fixing 100 mm size P

or S trap for water closet squatting

124 0.4 pan including jointing the trap with the pan 311.85 Each

and soil pipe in cement Mortar1:1 (1

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

Providing and fixing wash basin with

single hole for pillar tap with C.I.or M.S.

brackets painted white including sutting

125 0.4 holes and making good the same but 1400.18 Each

excluding fittings. (A) Vitreous China: (ii)

Flat Back wash basin 550 mm x v

mmsize.(i) In white colour.

Providing and fixing Kitchen sink

with C.I. or M.S. brackets, painted

white including cutting holes in walls

126 0.4 and making good the same but 2257.69 Each

excluding fittings. © 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

127 0.4 glass mounted on 6 mm thick A.C. sheet 825.48 Each

or ply wood sheet and fixing to wooden

pluge with C.P. brass screws and washers.

Providing and fixing chromium plated brass

128 0 halftrun flush cock of approved quality

including fixing in pipe line etc. complete.

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

129 0.4 holes and making good the same .Cost 2,950.00 No.

Includes P/F C.P. brass waste coupline,

32 mm dia fisher union ,15 mm dia. Pillar

cock & Angle cock of " Ess Ess"- Trend

series ,32 mm dia. Waste pipe

etc. complete as per dir. of engg.

Providing and fixing washbasin with single

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

painted white including sutting holes and

130 0.4 making goodthe same but excluding 1400.18 No

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

washbasin 550 mm x v400mm size. (i)

Inwhite colour.

Providing & Fixing S.S.304 Grade Sink

of Nirali / Krishna or Equivalent

131 0.4 Make for Kitchen Platform of size 4,650.00 No.

: 24":x18" as per Direction of engg.

Providing and fixing C.P. brass

towel rail comlete with C.P.brass

132 0.4 brackets fixed to wooden plugs with C.P. 597.22 Each

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

Providing and fixing 600 mmx120 mm

glass shelf with C.P. brass bracket and

133 0.4 guard rail complete mixed to wooden plug 561.03 Each

with C.P.brass screws.

Providing and fixing toilet paper holder.

134 0.4 (A) C.P.Brass 414.53 Each

Providing and fixing screw down bib taps

135 0 of following size. (A) Brass screw down

bib tap polished bright.

0.4 (i) 15mm dia. 184.98 Each

0.4 (ii) 20mm dia. 212.68 Each

Providing and fixing screw down bib

136 0 taps of following size. (B) Brass

chromium plated screws down Bib Tap.

0.4 (i) 15mm dia. 184.98 Each

0.4 (ii) 20mm dia. 212.68 Each

Providing and fixing screw down bib taps

137 0 of following size. © Gun metal screw

0.4 (i) 15mm dia. 157.29 Each

0.4 (ii) 20mm dia. 176.09 Each

Providing and fixing pillar tap, capstan

138 0 head, screw down high pressure with

screws, shanks and back nuts.

0.4 (i) 15mm dia. 305.67 Each

0.4 (ii) 20mm dia. 351.18 Each

Providing and fixing Gun metal check

139 0 or non-return fullway wheel valve.

0.4 (i) 15mm dia. 184.98 Each

0.4 (ii) 20mm dia. 201.8 Each

0.4 (III) 25 MM DIA 416.47 Each

0.4 (E) 40mm dia 656.86 Each

Providing and fixing chromium

plated brass half trun flush cock of

approved quality including fixing in pipe line

0.4 (i) 20mm dia. 252.26 Each

0.4 (ii) 25mm dia. 261.16 Each

0.4 (iii) 32mm dia. 273.03 Each

Providing and fixing Urinal or

approved quality including

conecting the Urinal with waste pipe

tap etc.complete. (A) White earthen

ware flat back or corner type size

Providing and fixing Urinal of

approved quality including

connection with trap and with

integral longitudinal flush pipe. (A)

Squating plate pattern white earthen

ware 550mm x 300mm.

Providing and fixing chromium

plated, bottle trap with necessary

couplings of approved quality for wash

Providing and fixing ball cock ofapproved

144 0.4 quality as directed. (A) Copper Metal (i) 131.57 Each

Providing and fixing ball cock of

145 0.4 approved quality as directed. 101.89 Each

(B)Abonite (i) 25mm dia.

Filling with good Quality thor as and

where directed by the Architect /

Engineer-in-charge, in sunk in layers of

15 cm. thickness, including watering,

ramming well etc. complete, as directed

by the Architect / Engineer-in-charge .

Providing laying and jointing in true line and

level 15 mm dia. U.P.V.C. Pipe (SCH- 40)

for cold water including fittings

make PRINCE/ SUPREME/ ASTRAL/

FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed

147 40 on the wall with the help of clamp at 71.93 Rmt

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

148 60 on the wall with the help of clamp at 90.93 Rmt

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

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

149 60 on the wall with the help of clamp at 117.97 Rmt

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

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

150 40 on the wall with the help of clamp at 146.65 Rmt

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

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

a 20 on the wall with the help of clamp at 193.73 Rmt

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

Providing in line level plumb,

fabricating and fixing three row

horizontal barbed wire fencing and

punched tape concertina coil of

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

151 0.4 weighting 13 kg/100 mt. (Average) as per 390 Rmt

manufacture's specification. The rate

shall also include providing and

fixing 1.20 mt.total long MS angle 40 x

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

Fixing sun film for protection sunlight in

152 0.4 black or any colour as as directd by engineer 850 Smt

In Charge.(Market rate)

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"

153 0.4 ,G.I. & Bitumen Washers, Silicon paste 1,930.00 SqM

application for fixing the sheet . Rate also

includesnecessary bending, cutting, labor

charges , Zinc Primer coat & Two coats of

oil painting of color as approved by

consultants & making good the wall.

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

154 2 necessary M.S. Supporting Brackets. 400 Rmt

Hiring charges for J.C.B.machine inclduing

155 32 cost of fuel, operator, dirver etc..( 12 600 Hrs.

hours sift day/night)

To provide tractor with hydraulic

trolley, driver, 4 Nos. of Labor with all tools

like bucket drum, showels, trikam,

pavadas, etc,, to carryout different

156 4 works during monsoon for 12 Hrs. 3,000.00 No.

Shift. Work shall be carried out as

per the instrucitons of Engineer In-

Charge.No extra charged shall be paid for

Roller Blind Providing and fixing Roller

Blind curtain fixed on window level

on wooden batten and curtain lift

with cotton thin rope, make of

157 0.4 aerolax or equivalent design and colour 3,285.00 Smt

as per instruction by engineer – in –

Charge with necessary hardware fitting,

material and labour etc complete.

Providing & Fixing Door closer - complete

158 0.4 of Approved make to wooden / Aluminium 560 No.

Doors as per direction of engg. In charge.

Providing and fixiing M.S. Fan clamps type

1 of 16 mm dia M.S. bar bent to shape with

159 0.4 hooked ends of R.C.C. slabs during laying 124.74 No.

incl. painting the exposed protion of loops,

all as per standard design complete.

Providing cement vata (10cm. x 10 cm.

size) quarter round in cement mortar 1:1

including neat cement finishing, watering

Making Water connection from exi.Muni.

161 0.4 Water line (N.S.) 250 No.

Providing and applying fibere

reinforced cementitious micro

concrete work in cellings and beams

incl.mixture of CEMSCREED HM

(F) fair mate company material, FBR

162 0.4 bonding agent material with water in 530 Smt

suItable proportion anti corrosive treatment

on exposed beam,celling steel bars with

safeCore R incl.all kind of labour

etc.comp.including three coat of white

Providing and Fixing 1 H.P. Electrical

monoblock or submarcible water pumps

163 0.4 withmotor and required cable and switch 6,800.00 Set

board of approved brand and make

etc.comp.as directed.

.Providing TMT Bar FE 415 reinforcement

163 for R.C.C. work including bending, binding

a and placing in position complete up to floor

ProvidingTMTBarFE500/500Dreinforcement

for R.C.C.workincluding bending,binding

and placing in position complete upto floor

two level placing in position complete upto

floor two level placing in position complete

upto floor two level

Providing and fixing 30mm thick solid both

side prelam PVC door shutter (sintex door

164 0.4 equivalent) with necessary alluminium fitting 2,867.00 Smt

with EL-7 section frame

Conveyance charge of Earth,Lime, Murrum,

building rubbish earch manure or sludge and

165 0.4 excavated rock and fly ash,aggregate of any 235.51 Cu.M.

kind etc.comp.upto 5 km lead.(L.S.)

Providing and laying polished granite stone

slab 18 mm thick in risers of steps, dedo and

pllars laid on 10 mm thick cement

166 80 mortar 1:3 (1 cement:3 coarse sand) and 2,690.00 Smt

jointed with gray cement slurry including

rubbing & polishing etc.complete.

Wall panelling with 12 mm MDF fixed to

existing alluminium framing and making

167 0.4 grove as per design and finished with 1,688.00 Smt

royal plastic paint as per instruction of

engineer incharge. (N.S.)

Providing and laying 15mm

bamboza wooden flooring as per

architect's drawing with all

necessary details as directed by

the project consultants. Use underlay

for better result as per Detail

specifications and directed by the project

consultants. (N.S.)

Applying two coats of Birla

(whitecementbased) or Asian

(acryliclapy- putty) or equivalent & two

coats of primer of approved brand and

169 0.4 manufacture on new wall surface to give 40.19 Sq.M.

an even shade including thoroughly

brushing the surface free from mortar

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape evenshade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc 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

no 150 mm long aluminum butt hinges in

flush door shutters with 2 no of brass

holdfast 325 mm long 1 no brass tower

bolt 250 mm long and two no of 150 mm

long brass door handle . Decorative

both side laminated Flush door 35 mm thick.

with frame of 10 cm x 7 cmt Indian

teak wood frame including all

necessary fitting fixtures hardware

screw and adhesive etc fixing up to all

lead and lift height up to 45 mtr from GL

etc complete as per direction of engineer

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

sketch & instructionof engineer in charge

same as lal darwaja garden pattern consisting

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

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

9"x9"x9" size chain link jali of size 2"x2"x10

gauge fixed in 35x35x5 mm MS angle frame

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

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

to MS pipe with MS flat as instruction

given.The M.S pipe and the M.S angle frame

are to be painted one coat of primer and two

coats of paint as directed in line and level.

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

173 0 cement mortar 1:5 (1-cement : 5-fine sand)

incl.pointing the joint with white cement

and yellow oxide powder in proportion to

match stone colour the joints should be

thread grooved as per exi. lake stone

pitching apperance

(A) stone masonary wall/stone dressed single

0.4 faced (size 15"x8"x9") 8,990.00 Cmt

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

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

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

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

Supplying and fixing of 300 mm-L x

15 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

174 0.4 cutting of asphalt, fixing the 393 Rmt

Kerbstones in line and level on

cm thick sand bedding

withnecessary equipments and materials.

The rate shall also include the flush

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

thekerbstones. Filling of zari alone the sides

of the kerbstone fixed with

Bituminous concrete

Bituminousconcrete / C.C. mixed in

proper position to flush withthe road

surface as directed by Engineer in

change to form a portable mixture.a)

Laying on 5 cm thick Sand Bedding

Providing and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick, M

35 Grade of any size shape (Usually Uni-

Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for

footpath,parking areas, service lanes and

other areas as mentioned in the drawing /

instruction of engineer in charge. Cost

includes formworks using rubber mould,

Rate providing and laying paver blocks

as per required grading and

specification. The paver block shall be

175 0.4 mechanically compacted. The work of 429 Smt

paving blocks shall be executed in line

and level by skill mason of flooring work

only. It should be laid in such a way that the

no cutting of the paver block to be necessary.

if cutting of paver block necessary then it

should be cut by machine only and carting.

The finished surface of the paver block

shall have resonably good, plain finished.

Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of

materials shall not be allowed for

production. Laying on 5 cms thick sand

Provoding and fixing flush door shutters,

solid core construction with frame of first

class hard wood with cross board and face

veneer or ply wood face panels, including

anodised alluminium butt hinges with

necessary screws. (B) Non- decorative

type and block board core anodised

alluminium butt hinges in flush door shutters

(2) 35 mm thick. Labour work for fixing any

kind of paving with cement pointing in CM

1:2, including watering, ramming etc comp.

as dir.For pavement

I) Laying on Sand bedding as per

177 0.4 requirement to fix the C.C.Block / Nibhada 78 Smt

Stone in Line & Level

Box type metal letters forming composite

box made from 1mm thick stainless steel

plate of grade 304 having brush finish of

178 0 following font size to be fixed at Main Gate

in english and or Gujrati and including fixing

charges approved before fixing by clent /

A 0.4 400mm high 1,000.00 Nos.

B 0.4 300 mm high 750 Nos.

C 0.4 230 mm high 565 Nos.

Providing and fixing false ceiling at all

height including providing and fixing of

frame work made of special sections, power

pressed from M.S. sheets and galvanized

with zinc coating of 120 gms/sqm (both side

inclusive) as per IS : 277 and consisting of

angle cleats of size 25 mm wide x 1.6 mm

thick with flanges of 27 mm and 37mm, at

1200 mm centre to centre, one flange fixed to

the ceiling with dash fastener 12.5 mm dia x

50mm long with 6mm dia bolts, other flange

of cleat fixed to the angle hangers of

25x10x0.50 mm of required length with nuts

& bolts of required size and other end of

angle hanger fixed with intermediate G.I.

channels 45x15x0.9 mm running at the

spacing of 1200 mm centre to centre, to

which the ceiling section 0.5 mm thick

bottom wedge of 80 mm with tapered flanges

of 26 mm each having lips of 10.5 mm, at

450 mm centre to centre, shall be fixed

in a direction perpendicular to G.I.

intermediate channel with connecting clips

made out of 2.64 mm dia x 230 mm long G.I.

wire at every junction, including fixing

perimeter channels 0.5 mm thick 27 mm

high having flanges of 20 mm and

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

Providing and fixing of Roller blind

curtain/blackout. The fabric shall be woven

from formulated platisol extruded over a

polyaster yarn.The fabric shouldl be

181 0.4 weaved to provide subtle view of the side of 2,610.00 Smt

the blind and should offer elimination of

glare and sunlight radiance upto a minimum

of 80%.The fabric shall be flame retardant.

Providing and fixing PVC/Gpsysum plain

colour false ceiling with grid type with

aluminium frame from gypsteel, fastners

,props, Finishing as per architectural

drawing allowing openings for

A.C. Diffusers, Light/Electrical Points

etc –complete, Prior to fixing on

frame.(Brand : Anutone or

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

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

masonry chamber & water tight G.T.Stone

183 0.4 including fixing of covervSquare mouth trap 1,263.15 No.

100 mm x100 mm size P-Trap

Providing cement vata (10cmx10cmsize)

quarter roundin cement mortar 1:1 including

neat cement finishing, waterin getc.

Providing and laying (to level or slopes)

and jointing with stiff mixture of Cement

185 0.4 Mortar in proportion 1:1 Salt glazed 211.05 Rmt.

stoneware pipes including testing of pipes

and joints complete.(A) 100mm dia.

Providing and laying (to level or slopes)

and jointing with stiff mixture of Cement

186 0.4 Mortar in proportion 1:1 Salt glazed 288.23 Rmt.

stoneware pipes including testing of pipes

and joints complete.(B) 150mm dia.

Constructing brick masonry chamber for

underground C.I. Inspection chamber and

bends with bricks having crushing strength

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

cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of

cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame

187 0.4 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- 2903.89 Each

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions

455mmx 610mm and 450mm deep for single

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

188 0.4 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- 3624.51 Each

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

concrete etc. complete.(i)Inside dimensions

500mm x 700 mm and 450mm deep for pipe

line with one or two inlets.

Providing, supplying and fixing precast C.C.

blocks (M-20) edge kerb having size of 75 x

300 x 300 mm depth and as per design

189 0.4 conveying it to the site, jointing into C:M 1:3 219 Rmt.

and racking out the joints incl.

necessary excavation of asphalt,

soiletc..completed.

Constructing a cooking Sandwich platform

60 cm. width and 70 cm high resting on

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

190 0.4 with (ii) Fixing black Granitee 30mm thick 754.95 Rmt.

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

plastering on exposed faces of wall in

C.M.(1:4) etc complete

Providing and fixing hard drawn steel wire

fabric 75mm x 25mm mesh or weight not

191 0.4 less than 7.75 kg. per Sq.M. to window 754.65 Smt

frames etc. including60 x 20mm beading of

Providing & fixing 15 cm wide chicken mesh

jali with nails & then application of 15 mm

192 0.4 plaster on R.C.C.& masonary joints as per 35 Rmt.

dir.of engg.in charge

Providing and laying cement concrete

flooring 1:2:4 (1-cement : 2-coarse sand :4-

193 0.4 graded stone aggregate 20mm nominal size) 348.08 Smt.

laid in one layer and finished with a floating

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

Providing and constructing, Underground

(U/G) water tank of specified capacity, on

specified location, for all depths, in

controlled CC of M-200 grade with bottom

slab, top slab and RCC walls, including cost

of form work and reinforcement,with inside

and outside plaster in CM 1 :3 and water

194 400 proofing treatment as per IWP 6.5 Litre

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

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

(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

195 0.4 supported from the cceiling with the help of 300.12 Smt

G.I. hook and G.I. wire/6mm M.S. rods of

required sizes to maintain proper level etc.

The aluminium frame work is supported

on side wall with the use of alluminium L

section of size 1 x1 (25 x 25mm) angles etc.

complete as per direction of Engineer in

charge. Manufactures specification and

Providing and supplying of labour for

necessary manual excavation,

cleaning,Shifting of Material Or any other, or

for any other work as directed by Engineer In

charge. The Rate includes Handcart with

A 4 Mukadam/supervisior/karigar 425 No

B 0.8 Fitter/Plumber/Mason 697 No

C 0.8 WELDER/ Gas cutter at Day /night 689 No

Supplting of welding machine / gas cutter

including cost of welding rods/gas,

D 0.4 Transportation, including carting from site to 1500 No

E 2 Mazdoor at Day Female 450 No's

E 2 Mazdoor at Day Male 493 No's

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

197 0.8 be allowed for non working condition of 1071.42 Shift

machinery and for pipe line excavation

and M.H. work. Allowed only for break

Providing and fixing concealed center point

to wall ceiling & floor CPVC (SDR 13.5)

PIPE having National Sanitation Foundation

198 0 (NSF) seal for potable water of following

dia. Nominal bore tube fittings and clamps

including making good the wall, ceiling and

floor etc. complete.

A 0.4 15 MM DIA 165.21 Rmt

B 0.4 20 MM DIA 202.97 Rmt

C 0.4 25 MM DIA 247.25 Rmt

D 0.4 32 MM DIA 330.36 Rmt

E 0.4 40 MM DIA 437.66 Rmt

Supplying and fixing C.I. cover 300mm x

300mm without frame for Gulley trap

(Standard pattern) te weight of cover to be

not less 4.53 Kg.)

Providing and fixing to wall ceiling and

floor 10.0Kg.F/Cm2 working pressure

polythene pipes of the following out

201 0 side Dia. Low densidy, complete with

special falnge compression type

fittings, wall clips etc. including

making good the wall ceiling and floor.

% ABOVE Or % BELOW (in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"North West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work Necessary Repairing civil Works in Diff. Garden and Muni. Buildings

regarding SBM and Maintanance of toilet in Gota Ward in North West

2 Time Limit 12 month

3 Eligibility Criteria Register “E1” Class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender Rs.19,99,933.84

5 Earnest Money Deposit Rs.20,000.00 Demand Draft, Pay order, or Cheque ,Bank Guarantee (As

per finanance circular No 21) in favour of Municipal Commissioner,

Ahmedabad) To be submitted as prescribed in 7.0 below. Demand

Draft or Bank Guarantee shall be fromNationalized Bank and valid for

6 (A) Security Deposit: 5% of Tender Amount but Depends Upon AMC Circular Only.

(B) Retention 1. @ 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.

7 Tender fees Rs.900.00 Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

8 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(North West zone) , Ahmedabad Municipal

Corporation, North West Zone, Zonal Office", Nr. Atithi Hotel,

Bodakdev Ahmedabad.

9 Tenders issue date Tenders from the website http://amc.nprocure.com and

http://nprocure.com. shall be down loaded from

10 Last date of receiving Dt.23/02/2026 up to 18:00 Hrs The tenders received after this date

Tenders. and time will not be entertained under any circumstances.

11 Date of Opening Dt.25/02/2026 at 12:00 Hrs to Assistant Manager "North West Zone

Office", Rajmata vijyaraje sindhya bhavan, Near Atithi

hotel,Bodakev,Ahmedabad

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/

Documents Speed post/ Hand Delivery/ Courier in sealed covers as described in

submission of the tender.

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

Specification be applicable.

14 liquidated damages- 10% of the Amount For Balance work After Date of Completion or

Compensation For Delay extended time Limit.

15 Goods & Service Tax (GST) Goods & Service Tax (GST) shall be applicable & bidder should submit

all necessary supporting documents as and when asked by AMC.

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all

the tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Addl. City Engineer

(North West Zone)

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 value Bid Security Completio

No. of works (Rs.) (Rs.) n Period

1 Necessary Repairing civil Works in Diff. Garden Rs.19,99,933.84 Rs.200,000.00 12 months

and Muni. Buildings regarding SBM and

Maintanance of toilet in Gota Ward in North

2. Tender (a complete set of bidding document) fee shall be Rs.900/- in the form of Demand

Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable. The fees shall be paid at

the time of submitting the tender.

3. Interested bidders shall download the tender documents from website

www.amc.tender.nprocure.com and www.tender.nprocure.com tender fee as mentioned in

clause 2 above shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL

CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as specified

in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager "North West Zone, Zonal Office", Nr.Atithi

Hotel, Bodakdev Ahmedabad. Not later than 17:00 hrs on Dt.24/02/2025.

Seal and Signature of the Bidder Addl. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.

2. Contractor shall register the work to labour commissioner as per labour act.

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

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at

different sites simultaneously. Contractor's having labour force available during festivals shall

only apply. Contractor cannot stop the work due to non availability of labour force.

In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per day for

work done after time limit, maximum up to 10% for remaining value of work.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate bills

of Contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved"

by the Engineer-in-charge.

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

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

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of

specific mention of a particular point or aspect, the provisions on these particular points, or

aspects in the relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to

the following limits:

(i) Length, width and depth (height)------- 0.01 Meter. (RMT)

(ii) Areas -----0.01 Sq. Mt. (SMT)

(iii) Cubic Contents ------0.01 Cu.Mt. (CMT)

17. The distance, which constitutes lead, shall be determined along the shortest practical route and

not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard

shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of work

is in the form of a designation containing the number of the specification of the material and

prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve

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

used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials

shall be stone at site of work in a systematic manner. Materials shall be stored in such a manner

as to prevent damage, deterioration or intrusion of foreign matter and to-ensure the

preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from

the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular

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

checking lines, levels, alignment of the works during execution shall be kept in sufficient numbers

and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or

over loading of the various components of the structure during execution or after completion of

29. All necessary safety measures and precaution (including those laid down in the various relevant

Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the

works as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one

percent towards testing charges is separately made.

31. The tenderer is required to check the web site for Addendum if any, before 48 hours of tender

submission date and time. The tenderer who quotes the tender without attaching the addendum

will be rejected.

32. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be applied.

33. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018 strictly.

34. As per AMC’s Finance department Crcular No.38, Dt.21/11/022 and approval of competent

authority, rate of all the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work

and all the bidders are bound to follow the same, so the bidder must check before applying for

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days

(120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to

the Corporation Security Deposit of 5% (Five percent) of the contract price Cheque or Bank Guarantee,

pay order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Section I – INSTRUCTIONS TO BIDDERS (ITB)

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 ITB.

1.2 The Works consist of:

a) “TENDER DOCUMENT FOR : Necessary Repairing civil Works in Diff. Garden and Muni. Buildings

regarding SBM and Maintanance of toilet in Gota Ward in North West Zone.

1.3 The works under this Contract shall be carried out in accordance with the bidding documents

constituting the contract and shall consist of various salient items as generally described below:

1.3.1 Road Works

A) Site clearance, removal of tree stumps and dismantling of obstructions etc.before commencement of

B) True and proper setting out and layout of the Works, setting of bench marks, provisions of all

necessary labor with instruments and appliances;

C) Widening and strengthening/reconstruction of the existing carriageway including raising;

D) Any other item of work as may be required to be carried out for completing the road works in all

respects in accordance with the provisions of the Contract.

2. Eligible Bidders

2.1 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 or AMC 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.

3. Eligible Material, Equipment and Services

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

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

4. Qualification of the Bidder

4.1 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.

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:

3 Local office address (if any):

4 Telephone / Mobile no:

5 E-mail addresses:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

4.2 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 document.

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 AMC as poor performer in implementation of ongoing AMC works

e.g. Works completed after notices issued by AMC or poor quality of work or completed after time

limit or not responsive to Engg.incharge instruction.

d) In case of one contractor remains lowest in most of the such North west Zone grouting work

tenders, then in such case, AMC can award such tender to other contractors.

5 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

6. Cost of Bidding

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

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

7.1 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.

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

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

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

personnel and agents from and against all liability in respect thereof and will be responsible for

death or personal injury, loss of or damage to property and any other loss, damage, costs and

expenses incurred as a result of the inspection.

B. Preparation of Bids

8. Language of Bid

8.1 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 Documents comprising the Bid

The bids shall be submitted in hard copy and two copies, one marked as “original” and other

marked as “Duplicate”, both of which comprise the following documents:-

Tender Document:

i) Bid Security for an amount as specified in the Invitation for Bids (IFB).

ii) Power of Attorney

iii) Information as specified.

iv) Any other material / information required to be submitted in accordance with these

Instructions to Bidders (ITB).

The Tender Document shall be hard bound. Bid security shall be furnished in “Original” set of

In case of any ambiguity the “Original” set of document shall prevail.

The bidder shall prepare and submit two copies of the bid in original and duplicate.

10.1 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 by the bidder.

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

10.2 The bidder shall fill 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 along with total bid price

derived after application of percentage above or below (both in figures and words). Items (for

which rate has been provided) against which no quantity is entered will be paid for by the

Employer on actual measurement onsite when executed.

Any corrections should be initialed.

All pages of the Bill of Quantities shall be initialed and stamped.

11. Bid Validity

11.1 Bids shall remain valid for a period of 120 days (one hundred twenty days) after the deadline date

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

shorter period.

11.2 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 there to shall be made in writing or by fax. A bidder may refuse the request

without forfeiting his bid security. A 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 14 in all respects.

12. Bid Security

12.1 The bidder shall furnish as part of its Bid, a Bid Security in the amount in the Invitation for Bid (IFB)

for particular work(s). The Bid Security shall be drawn in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, and may be in one of the following forms:

a) Deposit-at-call Receipt from any Nationalized / Scheduled Bank approved by the Reserve Bank

of India (RBI).

b) Bank Guarantee from any Nationalized or RBI approved foreign bank having net worth of more

than Rs.500 crore of Indian operation and acceptable to Employer.

The format of Bank Guarantee shall be in accordance with the AMC requirement.

12.2 The Bid Security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be returned as

promptly as possible.

12.3 The Bid Security 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

12.4 The Bid Security may be forfeited

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

b) If the bidder does not accept the correction of his bid price.

c) In the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security ii) sign the Agreement.

13. Format and Signing of Bid

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

Instructions to Bidders.

13.2 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.

13.3 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.

C. Submission of Bids

14.1 The inner and outer envelopes shall

a) Be addressed to the Employer at the following address:

Assistant Manager(New West zone) , "New West Zone Office", Old Memnagar Nagar Palika

Building, Near Manav Mandir, Memnagar, Ahmedabad - 380

b) Bear the following identification:

(c) Indicate the name and address of the bidder.

TENDER FOR Necessary Repairing civil Works in Diff. Garden and Muni. Buildings regarding SBM and

Maintanance of toilet in Gota Ward in North West Zone.

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

the misplacement or premature opening of the bid.

15. Deadline for Submission of Bids

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

date specified.

15.2 The Employer may, at his discretion, extend the deadline for submission of bids by issuing an

amendment, in which case all rights and obligations of the Employer and the bidders previously

subject to the original deadline will thereafter be subject to the deadline as extended.

Any bid received by the Employer after the deadline for submission of bids shall not be opened.

17. Modification and Withdrawal of Bids

17.1 The bidder may modify or withdraw his bid after bid submission, provided that written notice of

the modification to the Employer prior to the deadline for submission of bids receives withdrawal.

Any MODIFICATIONS in respect of tender document shall be submitted in separate sealed

envelope duly marked so.

17.2 The bidder's modification or withdrawal notice shall be prepared, sealed, marked and delivered

with the outer and inner envelopes additionally marked "MODIFICATIONS" or "WITHDRAWAL" as

17.3 No bid shall be allowed to modify by the bidder after the deadline for submission of bids.

17.4 Withdrawal of a bid during the interval between the deadline for submission of bids and the

expiration of the period of bid validity may result in the forfeiture of the Bid deposit.

D. Bid Opening and Evaluation

18 Opening of Tender (Bid)

18.1 The Employer will open the outer envelope of all the bids received for the package (except those

received late) containing the sealed Tender volume and announce the names of (i) bidders, (ii)

bidders who have submitted modification of Tender bids, and (iii) bidders who have given notice

for withdrawal of their bids in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the ITB. In the event of specified date of bid opening

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

location on the next working day.

18.2 Bids for which acceptable notice of withdrawal has been submitted pursuant to Clause mentioned

previously shall not be opened.

18.3 Bidders detail and Tender fee, E.M.D. shall be opened first. The Employer at the opening will

announce bidder’s names, ‘Modification of Tender’, the presence/or absence of Bid Security, the

amount and validity of Bid Security furnished with each bid, is valid registration and such other

details, as the Employer may consider appropriate.

18.4 The bidders or their representatives who are present shall sign attendance sheet evidencing their

18.5 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,

including the information disclosed to those present in accordance with Clause mentioned

19. Examination of Tender and Determination of Responsiveness of Tender

19.1 If the Bid Security 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.

19.2 Subject to confirmation of the Bid Security by the issuing bank, the Tender volume accompanied

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

the Bid Security, the bid shall be rejected as non-responsive and no further evaluation carried

19.3 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 that the

Employer may require.

19.4 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 non-

conforming deviation or reservation.

20. Opening of Tender

20.1 The Employer will open the Tender volume of those bidders whose document has been

determined to be substantially responsive in accordance and who have the required available bid

capacity, in presence of the bidders or their representatives who choose to attend on the date

intimated to such bidders. In the event of specified date of Tender volume opening being declared

a holiday for Employer, the ‘Tender volume’ shall be opened at the appointed time and location

on the next working day.

20.2 The names of the bidders whose Tender volume is found to be substantially responsive, the bid

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

as the Employer may consider appropriate will be announced by the Employer at the opening of

the Tender volume. Any bid price, which is not read out and recorded at the bid opening, will not

be taken into account in Bid Evaluation.

20.3 The bidders or their representatives who are present shall sign attendance sheet evidencing their

20.4 The Employer shall prepare besides the record of bid opening, minutes of the Tender volume

opening including the information disclosed.

21. Examination of Bids and Determination of Responsiveness of Bid

21.1 The Employer will determine responsiveness of each Tender volume with respect to filled

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

Drawings and other relevant requirement of bidding documents.

21.2 A substantially responsive Tender volume is one which conforms to all the terms, conditions and

specifications of the bidding documents, without material deviation or reservation. A material

deviation or reservation is one (i) which affects in any substantial way the scope, quality or

performance of the Works; (ii) which limits in any substantial way, inconsistent with the bidding

documents, the Employer's rights or the bidder's obligations under the Contract; or (iii) whose

rectification would affect unfairly the competitive position of other bidders presenting

substantially responsive Tender volume.

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

not subsequently be made responsive by correction or withdrawal of the non-conforming

deviation or reservation.

22. Correction of Errors

22.1 Tender volume determined to be substantially responsive will be checked by the Employer for any

arithmetic errors. Arithmetic errors will be rectified on the following basis:-

i) Where there is a discrepancy between the figures and words, for % and amount, the figure in

words will govern and

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

the amount arrived by addition percentage (above or below) as written in word shall govern.

22.2 The amount stated in the Form of Bid will be adjusted by the Employer in accordance with the

above procedure for the correction of errors and shall be considered as binding upon the bidder.

If the bidder does not accept the corrected amount of bid, his bid will be rejected, and his Bid

Security may be forfeited.

23. Evaluation and Comparison of Tender volume

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

substantially responsive in accordance with Clause 23 and qualified for award of Contract.

23.2 In evaluating the Tender volume, the Employer will determine for each Tender volume the

valuated Bid Price by adjusting the Bid Price as follows:-

a) Making any correction for errors;

b) Making appropriate adjustments to reflect any price modifications offered.

23.3 If the Bid of the successful Bidder is seriously unbalanced or extremely higher / lower in relation

to the Employer’s estimate of the cost of the items of the Works to be performed under the

Contract, the Employer may require the bidder to produce detailed price rate analysis for any or

all items of the Bill of Quantities, to demonstrate the internal consistency of those prices with the

construction methods and schedule proposed. In case, AMC finds rates extremely below

estimated SOR rate or Market Rate than Tender shall be rejected and second lowest tenderer may

be awarded the work.

23.4 A bid, which is unrealistically lower then estimate and which the bidder, could not substantiate

satisfactorily, may be rejected as non-responsive.

24 Clarification of Bids

24.1 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 AMC and the response by bidder shall be in writing or by

cable/fax, but no change in the price or substance of the bid shall be sought, offered or permitted

except as required to confirm the correction of arithmetical errors discovered by the Employer in

the evaluation of the bids.

24.2 No bidders shall contact the AMC staff on any matter relating to his bid from the time of bid

opening to the time contract is awarded.

24.3 Any effort by the bidder to influence the the AMC staff in the bid evaluation, bid comparison or

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

25.1 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.

F. Award of Contract

26.1 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 previous Clauses and (ii) qualified in accordance with the provisions of previous

27. Employer's Right to accept any Bid and Reject any or all Bids

27.1 The Employer reserves the right to accept or reject any bid and to annul the bidding process and

reject all bids, at any time prior to award of Contract, without thereby incurring any liability to the

affected bidder or bidders or any obligation to inform the affected bidder or bidders of the

grounds for the Employer's action.

28. Notification of Award

28.1 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 (hereinafter and in the Conditions of Contract called "the Letter of

Acceptance") shall name the sum which the AMC will pay the Contractor in consideration of the

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

Contract (hereinafter and in the Conditions of Contract termed "the Contract Price").

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

29. Signing of Agreement

29.1 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.

30. Performance Security

30.1 Within 10 (Ten) days of the date of receipt of the Letter of Acceptance, the successful bidder shall

deliver to the Employer, a Initial Performance Security in the form of a Bank Guarantee for an

amount equivalent to 5% (five percent) of the Contract Price plus additional security for

unbalanced bids in accordance with relevant Conditions of Contract.

30.2 The Performance Security to be provided by the successful bidder in the form of a bank guarantee

as per format shall be issued from any Nationalized / Scheduled bank.

31. Corrupt or Fraudulent Practices

31.1 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.

i) “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

ii) “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

Seal and Signature of the Bidder Addl. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

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

high quality work within the given time schedule.

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

manner and medium, so as to demonstrate the competency of the bidder and to allow proper

evaluation, will rest entirely on the Bidder.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be Initialed by

4. ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.

Projects for which incomplete information has been provided will not be considered for

evaluation. The Bidder may attach separate sheets if so required. However, the final bound

document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Vol. V.

5. The scope of work, project description mentioned in the document is indicative and is likely to

change during detail design. Project brief, along-with the schematic drawings and colored

photographs, is provided to assist the bidder in understanding the fundamental and specific

requirements of the project.

6. Conditional tenders will not be accepted.

7. AMC’s decision for selection or rejection of the offers shall be final and binding to all.

8. Bidder should provide information as mentioned in the prescribed forms.

Information other than that related to this work shall not be considered for evaluation.

9. 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.

10. 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 will

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

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

are conditional tenders, will be rejected.

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

without assigning any reason thereof.

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request in

writing, to get completion certificate from Additional City Engineer . Date of completion for start

of defect liability period will be considered as the date mentioned in the completion certificate.

The contractor shall be required to make good all the damages / defects identified and

conveyed to him, during the entire defect liability period. The method and time limit of

rectification will be decided by the Engineer in charge. If he fails to carry out rectification as per

the instructions, the same will be carried out at his cost and it shall be recovered from the

amount retained.

16. All the material and other test expenses shall be borne by the contractor. Contractor shall have to

provide vehicle and other communication facilities to visit plant and testing laboratory.

17. Contractor shall have to make his own arrangements for water and electricity for the purpose of

construction work at site at his own expense.

18. If the contractor fails to execute the said works within prescribed time limit, the said work will be

carried out at the risk and cost by other contractors with 20 % supervision charges as may be

decided by the Additional City Engineer.

19. Safety and Signage

Contactor 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.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signage, safety cones, traffic blinkers,

barricading tapes, red and green flags/lights etc for making easy smooth and safe conditions for

the traffic. The Contractor shall and must provide above at his own cost. If the Contractor fails

to comply this clause, Rs. 500/- per day shall be recovered from his bill.

20. Tax, Duties on Materials

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

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

borne by the contractors.

21. Submission of project schedule:

Contractor has to submit the following documents along with the qualification data of the tender

failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks to be

performed in order of their occurrence during the project in Microsoft Project/Prima Vera format.

22 For Flakiness and Elongation Index norms adopted by AMC shall be made applicable.

23. For non-bituminous, bituminous and concrete works, the black trap aggregates of required size shall

be procured from quarry situated in Sevaliya / Timba region or equivalent. Prior approval of source/

material by Additional City Engineer shall be required.

24. 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. .

25. As per St. Committee's resolution 0.5% testing charges shall be deducted from each R.A.Bill and

the amount of actual Testing charges shall be adjusted in the final bill.

26. Special Clause: As per construction works welfare cess Act – 1996 non-refundable one percent

of tender amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

(The Appendix forms part of the Bid. Bidders are required to fill up all the blanks in the form of Bid)

NAME OF THE CONTRACT: Necessary Repairing civil Works in Diff. Garden and Muni. Buildings regarding

SBM and Maintanance of toilet in Gota Ward in North West Zone.

Addl.City Engineer (North West Zone)

"North West Zone, Zonal Office",

Nr. Atithi Hotel,

Ahmedabad. Gujarat

1. Having examined the Conditions of Contract, Specifications, Bill of Quantities, Drawings

and Addenda No._______ for the execution of the above named works, we, the undersigned,

offer to execute and complete such works and remedy any defects therein in conformity with

the Conditions of Contract, Specifications, Bill of Quantities, Drawings and Addenda for the

My/our offer works out as under:

Amount put to tender _________ Amount put to tender Rs. _______________

Net Amount Net Amount

2. We acknowledge that the Appendix to Bid forms part of our Bid.

3. We undertake, if our Bid is accepted, to commence the Works on Site within the period stated

in the Appendix to Bid hereto after receipt of an order of the Engineer’s notice to commence,

and to complete and deliver the sections and the whole of the Works comprised in the

Contract within the period stated in the Appendix to Bid hereto.

4. If our Bid is accepted, we will furnish Performance Security (ies) in the form of Bank

Guarantee(s) to be jointly and severally bound on us in accordance with the Conditions of

5. We agree to abide by this Bid for the period of one hundred and twenty (120) days after the

date of bid opening, and it shall remain binding upon us and may be accepted at any time

before the expiry of that period.

6. Unless and until a formal Agreement is prepared and executed, this Bid, together with your

written acceptance thereof, shall constitute a binding contract between us.

7. We understand that you are not bound to accept the lowest or any Bid you may receive.

8. All the partners of our Joint Venture are legally and severally bound by this Bid1.

9. Municipal Commissioner, Ahmedabad has right to reject any or all bids without giving any

Dated this ____________ day of _______________

in the capacity of __________________ duly authorised2 to sign Bid for and on behalf of

Address (in block capitals)

1. To be deleted if the bidder is not a Joint Venture.

Certified copy of Power of Attorney/Authorization for signature shall be furnished by the Bidder in

accordance with Clause 20 of Instruction to Bidders (Section I).

Seal and Signature of the Bidder Addl.City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month (Excluding Monsoon) after the order to start the works. Progress of work should be

in proportion to time limit.

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

barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible for any damage to public. If

any incident happen, during the execution of work. In case of dispute for unseen or overlooked items the decision of the Dy.

City Engineer shall be final. The contractor shall have to give site clean of all rubbish during the work and at the time of

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

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

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

bigger size and mix the mortar in the required proportion. In on case he shall be allowed to mix the mortar either on floor or

any finished surfaces. The contractor shall have to make his own arrangement for water required for the work.

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

the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR than based on current

market rates. In case of extra item decision of Add. City Engg. shall remain final regarding rate.

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

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

he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes in site and design is entertained.

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

measures boxes according to this measure.

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

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

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

that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If any tenderer

withdraw or makes any modifications or addition in the terms and conditions of his tender not acceptable to the Municipal

Corporation the Municipal Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty of Rs.- (As

per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor. Contractor has to make

his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

1. Conditional tender shall not be accepted.

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

3. In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft or in cash.

4. Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can be is available

in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building Works & and Road Works

Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour

Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the

guide lines. If child labour is employed on the site work, the contractor shall have to deposit Rs.

(Rupees Tw enty thousand only) in the child labour welfare fund. If the employer refuses to deposit then

action will be taken for contempt of Supreme Court Judgement and also will be prosecuted by concerned

authority. Because of the breach of any provision of child labour prohibition and regulation Act 1986 by the

Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal Corporation shall

recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso.

No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently decided that the actual testing

charge is taken and the remaining amount is refundable at the time of final bill (As per Muni. Board Reso. No.

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and

has to follow other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be

entertain regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by

A.M.C. The same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along

with the tender duly signed. These shall form a part of tender. The tenderer shall not add or amend the text of

any of the documents except in so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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 or correction

before submission tender duly filled in by the contractor. Therefore, the contractor shall have to watch such

addendum or corrigendum or correction published by A.M.C through its website www.egovamc.com.

Tenderes shall verify the number of addendum issued and enclose the same with the tender documents,failing

which the tender shall be liable for rejection and no any complaint in respect to this shall be entertained under

any circumstances.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIFICATIONS OF MATERIALS – CIVIL

This section gives detail specifications for mainly used materials, for other materials refer Building

Specifications.

For materials relevant specification of Building Specificat shall apply.

TECHNICAL SPECIFICATIONS

NAME OF THE WORK : Necessary Repairing civil Works in Diff. Garden and Muni. Buildings regarding SBM

and Maintanance of toilet in Gota Ward in North West Zone.

AHMEDABAD MUNICIPAL CORPORATION

( NORTH WEST ZONE, GOTA WARD)

1 Excavation for foundation up to1.5 m depth including sorting out and stacking of

useful materials and disposing of theexcavated stuff upto 50 Meter lead.(A) Loose

Upto 1.5 mt Depth Cmt

1.5 to 3.0 mt.depth Cmt

2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of Cmt

foundations etc. in layers not exceeding 20 cm. in depth consolidation each

deposited layer by ramming and watering.

3 Providing and laying cement concrete1:4:8 (1-Cement: 4- coarses and:8- Cmt

hand broken stone aggregates 40mm nominal size) and curing complete

excluding cost of formworkin (A) Foundation and Plinth

4 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken Cmt

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in

(A) Foundation and Plinth

5 Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-crushed Cmt

stone aggregates 20mm nominal size) and curing complete including cost of

formwork in (A) wall caps/coping

6 Providing and laying cement concrete work 1:2:4 ((1-Cement:2- coarse sand:4-

graded aggregates 20mm nominal size) curing complete excluding cost

of formwork and reinforcement.

a Foundations, footings, base or columns and mass concrete Cmt

b Slabs, landing, shelves, balconies, lintels, beams, girders and cantilivers upto Cmt

floor two level

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

7 Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone Cu.M.

aggregates 20 mm nominal size) for reinforced concrete chhajjas not

exceeding 10 cm. thickness upto floors two level including finishing the

exposed surfaces with cement mortar 1:3 (1 cement : 3 find sand) to give a smooth

and even surface centering and form work and curing complete excluding cost

of reinforcement.

8 Providing and laying controlled cement concrete / Ready Mix Concrete of M-

200 and curing complete, excluding the cost of form work and reinforcement for

reinforced concrete work in:

(A) Foundations, footings, base of columns, and mass concrete. Cu.M.

(B) Walls from top of foundations /level up to floor Two level. Cu.M.

(C) Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever upto floor Cu.M.

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

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

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

9 Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: Cum

4-graded stone aggregates 20 mm nominal size) and finishing smooth with curing

etc. complete including the cost of form work but excluding the cost of reinforsement for

R.C.C work in (iv) Slabs having more than 13 cm and upto 15 cm.thickness

10 Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: Cum

4-graded stone aggregates 20 mm nominal size) and finishing smooth with curing

etc. complete including the cost of form work but excluding the cost of reinforsement for

R.C.C work in (iv) Slabs having more than 8 cm and upto 10 cm.thickness

11 Brick work using common burnt clay building bricks having crushing

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

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

(A) Conventional (upto 10 ton) Cmt

12 Extra Rate for brickwork in Above Item for super structure above plinth level

upto floor two level (B) Conventional

a (A) Conventional Cmt

b B) Modular Cmt

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

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

13 Half brick masonry in common brunt clay building bricks having crushing strength Smt

not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in

foundation and Plinth conventional brickwork

14 Extra for half brick masonry in super structure above plinth level upto floor Smt

two level (B) conventional

15 Providing form work in ordinary timber planking so as to give a rough finish

including centering, shuttering, strutting and propping etc. height of propping

and centering below supporting floor to celling not exceeding 4 M & removal of

the same for in situ reinforced or plain concrete work upto floor four level

a Foundation, footings, bases of columns etc. and mass concrete. Smt

b (B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Smt

Floors etc. upto 200 mm in thickness.

c (B) Flat surfaces such as soffits of suspended floor roof slabs Landings and the like. (2) Smt

Floors etc. above 200mm in thickness.

d Vertical surface such as walls (any thickness) partitions and the like including attached Smt

buttresses & string course & the like.

e (ii) Sides And Soffits Of Beam, Haunchings Cantilevers, Girders, Bressumers Smt

And Lintels Not Exceeding 1 M In Depth.

f (G) Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan. Smt

g (2) Circular or curved in plan. Smt

h (H) (2) Sides and soffits of Beams Beam Haunchings canti-levers Girders Bressumers Smt

and Lintels exceeding 1M.in Depth.

16 Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. kg

with M.S. flats at required spacings and frame alround, square or round bars

with round headed bolts and nuts or by screws (A) Plain Grill.

a Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows Smt

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

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

painting etc, complete. (iii) Partly panelled and partly glazed.

17 Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC DOOR Smt

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

19 mm x 19 mm for stiles and 15 mm x 15 mm for top and bottom rails.M.S. frames hall

have a coat of steel primers of approved make and manufacture, M.S. frames hall

be covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 x 50 mm

formings tiles, and 5 mm thick 75 mm wide PVC sheets for to prail, lock rail and bottom

rail on either side, and 10 mm (5 mm x 2) thick, 20 mm wide cross PVC sheet as gap

insert for top rail and bottom rail, Panelling of 5 stiles and rails with 30 mm wide x

mm thick PVC sheet beading on eighter side, and joined together with

solventcement adhesive,. An additional 5 mm thick PVC strip of 20 mm width is to be

stculkon the interiors side of the ‘c’ channel using PVC solvent cement

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

specification and drawing.

18 Providing and fixing in position collapsible steel shutters with vertical channels Sq.M.

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

rails T iron 40 x 40 x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts,

locking arrangements, stoppers, handles, including a priming coat of red lead

paint & approved make.

19 Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and Sqm

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

and corners 25 mm dia. pulley, 40x40x6 mm angle and T-iron guide rail

at top and bottom respactively with handles, stoppers and locking agangement

etc, including applying a priming coat of red lead paint.

20 Providing & Fixing in position Alluminium doors with frame using approved Smt

quality anodised extruded alluminium section as approved by Engg.in

charge(Jindal alluminium) (a) Frame sections 101.6x44.45 mm (b) Shutter bottom

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

bottom section at 114.3x44.45 mm at (1.37kg/mt) Shutter middle section at

100x44.3 wt.(1.37 kg/mt) incl.providing & installing 5 mm thick approved color

Acrylic sheet of standard quality fixed with glazing chips on upper pannel &

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

of engg.in charge.(N.S.)

21 Providing and fixing extruded aluminum window having extruded aluminum Colour r Sq. M.

Powder Coated section frame main outer size 127mm x 38.10mm x 1.35mm ,@

Wt.1.384 Kg/mt,horizontal Four track member size 122.20mm x 31.75mm x 1.10mm @

Wt. 1.205 Kg/mt,vertical member of size 122.20mm x 31.75mm x 1.50mm ,@ Wt.

Kg/mt with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm @ wt.of

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

with 5 mm thick transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per

details etc complete for window.

22 Providing & Fixing in position Alluminium vents with frame using approved Sq. M.

anodised extruded alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent Approved Rate)Frame section of 63.50 x

38.50 mm. (wt. 0.68Kg/Rmt) incl. Providing & Installing 5 mmthick approved color

Acrylic sheet of standard quality etc. comp.

23 Providing and fixing standared extruded of alluminium section of size 63 Sq. M.

mmx38.10 mmx1.2 mm (Jindal Section:2434, or equivalent @ Wt.0.643 Kg/mt)

with colour anodized alluminium frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

24 Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x Sq.M.

1.95 mm,@ Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm

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

25 Providing and laying Ceramic tiles 6 mm thick in flooring treads of steps and landing Sq.M.

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

with flush pointing in white cement.

26 Providing & Fixing 20 mm thick Mirror Polished Decorative Granite Board with No.

Computerised Golden Letters Discription as per instructions of engg. in

charge to M.S. frame structure for Inaugaration & Public Handover

Function (N.S.)

27 Providing and laying 24" x 24" vitrified Tiles 8 to 10 mm th. Double Sq. M.

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

flooring over 20 mm thick cement mortar 1:6 (1 cement : 6 coarse sand)on new

surface& jointed with colour cement slurry incl with flush pointing & cleaning the

surface etc. comp.

28 Providing and laying 24" x 24" vitrified 8 to 10 mm th.Double Charged Rmt

Gloosy / Matt tiles of Approved make as Approved by Adl.C.E. / Consultants for

upto 10 cm high skirting as approved by Engineer in charge over 10 mm thick

cement mortar 1:6 (1 cement : 6 coarse sand)on new surface& jointed with colour

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

29 Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick Sq.M.

base of cement mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 (1-

Lime putty:1.5-coarses and) laid over and jointed with grey cement slurry mixed with

pigment to match the shade of slab including rubbing and polishing etc. complete.

(A) 25 mm thick

30 Providing and laying polished kota stone slab 25 mm thick in risers of steps, skirting Sq.M.

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

and jointed with gray cement slury mixed with pigment to match the shade of

slab including rubbing and polishing etc.complete.

31 Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarses Sq.M.

and:4-graded stone aggregate 20mm nominal size) laid in one layer and finished

with a floating coat of neat cement. (A) 40mm thick.

32 Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm Sqm

broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto surface using white cement including

rounding off junctions and extending them up to15 cm along the wall, clearing

with water and oxalic acid etc.as directed.

33 Providing and laying coloured glazed tiles of the size 300 mmx200 mmx8 Sqm

mm/300 mmx450 mmx8 mm in skirting, risers of steps and dedo on 10 mm.

thick cement plaster 1:3 (1cement: 3 coarse sand) & jointed with white cement

34 Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I. J Sqm

or L Hooks and nuts 8 mm dia G.I. Limpet and bitumen washer complete. (1)

mm thick sheet.

35 Providing and fixing 150 mm wide 450 mm over all semi circular plain G.I.sheet class-3 Sqm

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

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

36 Providing and fixing five courses water profing treatment with bitumen felt Sqm

consisting of second and fourth course of blown/ bitumen or/and residual

bitumen applied hot at 1.2 kg.per Sq.M.of area for each course and first course

with fibre base bitunen saturated under lay type land third course with fibre base self

finished felt type 2 grade 1 and fifth and final course of stone grit 6 mm and down

size or pea sizes gravel spread at 0.008 Cu.Metre/Sq.metre

preparation of surface excluding grading complete.

37 Providing and fixing on wall face C.I. Rain water pipe including filling the joints with Rmt

spun yarn soaked in neat cement slurry and cement mortar 1:2(1- Cement : 2-

fine sand) (A) 75 mm dia.

38 Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of Sqm

single or half brick walls for interior plastering up to floor two level and finished

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

39 Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above Sqm

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and

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

40 Colour washing with lime on wall surface (two coats) over and including a Sqm

primary coat of white washing to give an even shade after through brooming the

surface to remove all dirt, dust, mortar drops and other foreigh matter.

41 Removing dry or oil bound distemper by a washing and scraping and Sqm

sand papering the wall surface smooth including necessary repairs to

scratches complete.

42 Distempering with dry distemper of approved brand and manufacture (two coats) and Sqm

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

a priming coat of whiting after thoroughly brooming the surface free from

mortar dropping and other foreign matter.

43 Distempeing (Two coats) with oil bound distemper of approved brand and Sqm

manufacture and of required shade on wall surfaces to give an even shade, over

and including a priming coat with distemper primer of approved brand

and manufacture after thoroughly brushing the surface free from mortar

dropping and other foreign matter and also including preparing the surface

even and sand papered smooth.

44 Extra Coat for Above Item over above for every subsequent coat of Sqm

approved brand and manufacture.

45 Wall painting (two coats) with plastic emulsion paint of approved brand and Sqm

manufacture on undecorated wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and sand

papered smooth.

46 Extra over item for every sub sequent coat of wall painting with plastic emulsion Sqm

paint of approved brand

47 Extra over item for painting with plastic emulsion paint of approved brand on ceilings and smt

48 Applying priming coat over new steel and other metel surface after and including Sqm

preparing the surface by throughly cleaning, oil, grease, dirt and other

foreign matter and scoured with brushes fine steel wood, scrapers and sand paper

with ready mixed priming paint brushing red lead.

49 Painting two coats (excluding priming coat) on new steel and other metal Sqm

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

cleaning the surface an even shade including cleaning the surface of all dirt, dust and

other foreign matter.

50 Painting one coats (excluding priming coat) on previously painted steel and other Sqm

metal surface with enamel paint, brushing to give an even shade including cleaning

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

51 Extra over item for every sub sequent coat of paint. Sqm

52 Painting two coats (excluding priming coat) on new steel and other metal Sqm

surface with synthetic enamel paint, brushing to give an even shade including

cleaning the surfaceofalldirt,dust and other foreign matter.

53 Painting one coats (excluding priming coat) on previously printed steel and other Sqm

metal surface with synthetic enamel paint, brushing to give an even shade including

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

54 Extra over Above item for every sub sequent coat of paint. Sqm

55 Painting two coats (excluding priming coat) on external surface of new rain Sqm

water, soil, waste and vent pipes and fittings with ready mixed bituminous brushing,

black, anti corrosive to give an even shade including cleaning of all dirt, dustand

other foreign matter.(75 mm dia)

56 Painting two coats (excluding priming coat) on external surface of new rain Sqm

water, soil, waste and vent pipes and fittings with ready mixed bituminous brushing,

black, anti corrosive to give an even shade including cleaning of all dirt, dust and

other foreign matter.(100 mm dia)

57 Painting two coats (excluding priming coat) on new wood and wood based Sqm

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

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

(a) Ready mixed paint brushing wood primier pink.

58 Painting one coats (excluding priming coat) on previously painted wood and Sqm