Construction Of Wire Fencing And Gate At Different AMC Plot And Building In Thaltej and other wards in North West Zone.(Re-Invite)

Name of Work: Construction Of Wire Fencing And Gate At Different AMC Plot And Building In Thaltej and other

wards in North West Zone.(Re-Invite)

Sr. New SOR Amount

No rate 23-24 Rs.

Excavation for foundation up to1.5 m depth including

sorting out and stacking of useful materials and

1 disposing of theexcavated stuff upto 50 Meter

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

Item Code 04001A)

2 Upto 1.5 mt Depth 115.92 Cmt

2 1.5 to 3.0 mt.depth 128.52 Cmt

Filling available excavated earth (excluding rock) in

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

2 5 exceeding 20 cm. in depth consolidation each 129.1 Cmt

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

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

Providing and laying cement concrete1:3:6 (1-

Cement: 3- coarses sand and:6-hand broken stone

5 2 aggregates 40mm nominal size) and curing 2976 Cmt

complete excluding cost of formworkin (A) Foundation

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

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

6 2 20mm nominal size) and curing complete including cost 4006.15 Cmt

of formwork in (A) wall caps/coping

Providing and laying cement concrete work 1:2:4

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

7 nominal size) curing complete excluding cost

of formwork and reinforcement.

Foundations, footings, base or columns and mass

a 2 concrete 3923.53 Cmt

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

b 2 girders and cantilivers upto floor two level 4012.47 Cmt

Independent piers, columns, and pillars, upto floor two

c 2 level 3661.3 Cmt

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

coarse sand : 4 graded stone aggregates 20 mm

nominal size) for reinforced concrete chhajjas

not exceeding 10 cm. thickness upto floors two level

including finishing the exposed surfaces with

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

smooth and even surface centering and form work

and curing complete excluding cost of reinforcement.

Providing and laying controlled cement concrete /

Ready Mix Concrete of M-200 and curing complete,

9 excluding the cost of form work and reinforcement

for reinforced concrete work in:

Foundations, footings, base of columns, and mass

(A) 2 concrete. 3977.88 Cu.M.

(B) 2 Walls from top of foundations /level up to floor Two level. 4484.17 Cu.M.

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

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

(D) 2 Columns, pillars, posts, and struts, up to floor two level. 4558.2 Cu.M.

(E) 2 Staircase up to floor two level. (excluding landing) 5418.91 Cu.M.

(K) 2 Vertical and horizontal fins up to floor two level. 4701.97 Cu.M.

Providing and Laying ordinary cement concrete

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

aggregates 20 mm nominal size) and finishing smooth

with curing etc. complete including the cost of form work

10 2 but excluding the cost of reinforsement for R.C.C work 6241.78 Cum

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

Providing and Laying ordinary cement concrete

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

aggregates 20 mm nominal size) and finishing smooth

11a 2 with curing etc. complete including the cost of form work 7401.59 Cum

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

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

Brick work using common burnt clay building

bricks having crushing strength not less than

12 35kg./Sq.Cm.in foundation and plinth in Cement

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

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

2 B) Modular 4241.7 Cmt

Extra Rate for brickwork in Above Item for super

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

a 2 (A) Conventional 272.25 Cmt

b 2 B) Modular 262.35 Cmt

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

c 2 42.66 Floor

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

d 2 40.09 Floor

Half brick masonry in common brunt clay building

bricks having crushing strength not less than

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

sand ) in foundation and Plinth

conventional brickwork

Extra for half brick masonry in super structure

15 2 above plinth level upto floor two level (B) 52.8 Smt

Providing form work in ordinary timber planking so

as to give a rough finish including centering,

shuttering, strutting and propping etc. height of

16 propping and centering below supporting floor to celling

not exceeding 4 M & removal of the same for in

situ reinforced or plain concrete work upto floor four

Foundation, footings, bases of columns etc. and

a 2 mass concrete. 171.68 Smt

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

b 2 Landings and the like. (1) Floors etc. upto 200 mm in 252 Smt

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

c 2 slabs Landings and the like. (2) Floors etc. above 200mm 270.9 Smt

Vertical surface such as walls (any thickness) partitions

d 2 and the like including attached buttresses & string course 229.95 Smt

(ii) Sides And Soffits Of Beam, Haunchings

e 2 Cantilevers, Girders, Bressumers And Lintels Not 192.15 Smt

Exceeding 1 M In Depth.

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

f 2 Rectangular Polygonal in plan. 297.68 Smt

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

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

h 2 canti-levers Girders Bressumers and Lintels exceeding 259.88 Smt

Providing and fixing 35 mm thick panelled, glazed or

panelled and glazed shutters for Doors windows and

17 clear story windows including anodised alluminium But

hinges with necessary screws and indian teak wood

a 2 (A) Plywood sheet panels. 3459.09 Smt

b 2 (B) Particle board panels 3464.51 Smt

c 2 (C)Hard board panels. 3433.65 Smt

d 2 (D) Asbestos sheet panels. 3406.53 Smt

Providing and fixing 25 mm thick shutters for cup

boards etc. including black enamelled M.S. butt

18 2 hinges with necessary screws.(A) Indian teak wood. 3006.75 Smt

(i) Fully Panelled.

Providing and fixing 25 mm thick shutters for cupboards

etc. including anodised alluminiu butt hinges with

a 2 necessary screws. (A) Indian teak wood. (ii) Fully Glazed. 3006.75 Smt

Providing and fixing 25 mm thick shutters for cupboards

etc. including anodised alluminiu butt hinges with

b 2 necessary screws. (A) Indian teak wood. (ii) Partly 2814.42 Smt

panelled and partl glazed.

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

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

required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws

(A) Plain Grill.

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

20 2 cm. x 7 cm. size including 3 coats of oil painting to 4102.54 Smt

wood work etc.complete.

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

21 2 cm.x7 cm. size including 3 coats of oil painting to 4332.47 Smt

wood work etc.complete.with wooden louvers plank

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including

22 2 anodized alluminium fixtures and fastenings including 4595.06 Smt

primer coat of approved quality and two coats of oil

painting etc, complete.(ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian

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

23 2 enamelled iron oxidixed fixtures and fastenings 5285.45 Smt

including primer coat of approved quality and two coats of

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

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian teak

wood frames 10 cm x 7 cm. size including anodized

a 2 alluminium fixtures and fastenings including primer coat of 4940.25 Smt

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

24 2 rail and bottom rail on either side, and 10 mm (5 mm x 2) 1135.02 Smt

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

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

with 30 mm wide x 5 mm thick PVC sheet beading on

eighter side, and joined together with solventcement

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

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

using PVC solvent cement adhesive etc. complete as per

direction of Engineer incharge, manufacture’s specification

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

25 2 and bottom rails T iron 40 x 40 x 6 mm with 38 mm dia 5391.23 Sq.M.

steel pulleys complete with bolts, nuts, locking

arrangements, stoppers, handles, including a priming

coat of red lead paint & approved make.

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

shutters with frame and diagonal braces of 40x40x6

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

and corners 25 mm dia. pulley, 40x40x6 mm

26 2 angle and T-iron guide rail at top and bottom 3652.12 Sqm

respactively with handles, stoppers and locking

agangement etc, including applying a priming coat of

red lead paint.

Providing & Fixing in position Alluminium doors with

frame using approved quality anodised extruded

alluminium section as approved by Engg.in

charge(Jindal alluminium) (a) Frame sections 101.6x44.45

mm (b) Shutter bottom vertical & top section

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

27 2 bottom section at 114.3x44.45 mm at (1.37kg/mt) 2,900.00 Smt

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

incl.providing & installing 5 mm thick approved

color Acrylic sheet of standard quality fixed with

glazing chips on upper pannel & Laminated sheet on

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

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

Providing and fixing extruded aluminum window having

extruded aluminum Colour r Powder Coated section frame

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

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

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

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

28 2 horizontal member size 40mm x 18mm x 1.29mm @ wt.of 2119.14

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

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

transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc

complete for window.

Providing & Fixing in position Alluminium vents with

frame using approved anodised extruded alluminium

section as approved by Engg. In

charge.(Jindal alluminium) units equivalent Approved Sq.

29 2 Rate)Frame section of 63.50 x 38.50 mm. (wt. 1,950.00

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

approved color Acrylic sheet of standard quality

Providing and fixing standared extruded of

alluminium section of size 63 mmx38.10 mmx1.2

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

Kg/mt) with colour anodized alluminium frame M.

for ventilation with 5 mm thick frosted glass as details

etc complete for Ventilation

Providing and fixing standared extruded of alluminium

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

31 2 Rmt with colour Powder Coated alluminium frame with 5 2,141.88 Sq.M.

mm thick transparent bronze colour tinted float glass as

details etc complete for Fix Partition

Providing and laying 40 mm thick marble chips

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

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

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

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

with white, black or white and blak marble cihps of

32 2 required sizes from 1 mm to 4 mm nominal size laid in 811.13 Sqm

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

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

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

Medium Shade pigment with approx 50% white

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

Providing and laying marble chips skirting (Terrazo) or

dedo rubbed, and polished to Granolithic finish to player

6 mm white, black or white and black marble chips

of size from smallest to 4 mm nominal size laid in

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

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

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

shade pigment with white cement (In top layer only)

Providing and laying white glazed tiles 6mm thick in

flooring treads of steps and landing laid on a bed of 12mm

34 2 thick cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush

Providing and laying Ceramic tiles 6 mm thick in

flooring treads of steps and landing laid on a bed of

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

finishing with flush pointing in white cement.

Providing & Fixing 20 mm thick Mirror Polished

Decorative Granite Board with Computerised Golden

36 2 Letters Discription as per instructions of engg. 4,304.00 No.

in charge to M.S. frame structure for

Inaugaration & Public Handover Function (N.S.)

Providing and laying Vitrified tiles 8 to 10 mm thick,

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

37 2 bed of 12 mm thick cement mortar 1:3 (1- 1469.91 Sq.M.

cement:3-coarses and) finishing with flush pointing inwhite

Providing and laying Vitrified tiles 8 to 10 mm thick,

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

38 2 cement plaster 1:3 (1- cement: 3-coarse sand) 1130.15 Sqm

and jointed with white cement slurry

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

skrting risers of steps and dedo on 10 mm thick

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

jointed with white cement slurry

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

24'' in flooring treads of steps and landing laid on a bed of Sq.

40 2 12mm thick cement mortar 1:3 (1- cement : 3-coarse sand 1,062.50

) finishing with flush pointing in white cement.

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

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

sand) on new surface or fixing on, existing flooring by

41 2 adhesive material including dismentaling of existing 1383.99

flooring and jointed with color cement slurry including M.

finised with flush pointing & cleaning the surface etc.

complete for antiskit

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 2 Lime putty:1.5-coarses and) laid over and jointed with 982.83 Sq.M.

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

43 2 sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid 2194.63 Sq.M.

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

44 2 1:6 (1-cement:6-coarses and) or L.M.1.1.5 laid over 1085.48 Sq.M.

and jointed with grey 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)

and jointed with gray cement slury mixed with

pigment to match the shade of slab including

rubbing and polishing etc.complete.

Providing and laying cement concrete flooring

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

46 2 aggregate 20mm nominal size) laid in one layer and 297.68 Sq.M.

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

Providing and laying cement concrete flooring

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

47 2 aggregate 20mm nominal size) laid in one layer and 348.08 Sq.M.

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

Providing and laying broken china mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of glazed

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

to be tempered to bring mortar creme out upto surface

48 2 using white cement including rounding off junctions 739.89 Sqm

and extending them up to15 cm along the wall,

clearing with water and oxalic acid etc.as

Providing and laying coloured glazed tiles of

the size 300 mmx200 mmx8 mm/300 mmx450 mmx8

49 2 mm in skirting, risers of steps and dedo on 10 mm. 1426.95 Sqm

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

jointed with white cement slurry.

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

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

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

0.80 mm thick sheet.

Providing and fixing 150 mm wide 450 mm over all semi

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

51 2 40 mmx3 mm size Bolts, Nuts, washers etc. 555.71 Sqm

including making necessary connection with rain water

pipes. (i) 0.80 mm thick Sheet.

Providing and fixing five courses water profing

treatment with bitumen felt consisting of second and

fourth course of blown/ bitumen or/and residual

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

each course and first course with fibre base

52 2 bitunen saturated under lay type land third course with 466.84 Sqm

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

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

sizes gravel spread at

Cu.Metre/Sq.metre preparation of surface excluding

grading complete.

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

including filling the joints with spun yarn soaked in neat

53 2 cement slurry and cement mortar 1:2(1- Cement : 283.62 Rmt

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

Providing 15 mm thick cement plaster in single coat

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

54 2 interior plastering up to floor two level and finished 174.83 Sqm

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

Providing 20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level consisting of

55 2 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) 297.68 Sqm

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

56 2 washing to give an even shade after through brooming 12.29 Sqm

the surface to remove all dirt, dust, mortar drops and

other foreigh matter.

Removing dry or oil bound distemper by a

washing and scraping and sand papering the wall

57 2 surface smooth including necessary repairs to

scratches complete.

Distempering with dry distemper of approved brand and

manufacture (two coats) and of required shade on wall

surfaces of given an even shade, over and

58 2 including a priming coat of whiting after 46.94 Sqm

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

59 2 primer of 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 smooth.

Extra Coat for Above Item over above for every

60 2 subsequent coat of approved brand and 30.09 Sqm

Wall painting (two coats) with plastic emulsion paint

of approved brand and manufacture on

undecorated wall surface to give an even shade

61 2 including throughly brushing the surface free from 78.44 Sqm

mortar droppings and other foreign matter and sand

papered smooth.

Extra over item for every sub sequent coat of wall

62 2 painting with plastic emulsion paint of approved brand 33.39 Sqm

Extra over item for painting with plastic emulsion paint of

62 a 2 approved brand on ceilings and sloping roofs. 5.36 smt

Applying priming coat over new steel and other metel

surface after and including preparing the surface

by throughly cleaning, oil, grease, dirt and other

63 2 foreign matter and scoured with brushes fine steel 34.34 Sqm

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 2 brushing, interior to give an even shade including 86.94 Sqm

cleaning the surface an even shade including cleaning

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

Painting one coats (excluding priming coat) on

previously painted steel and other metal surface with

65 2 enamel paint, brushing to give an even shade including 54.35 Sqm

cleaning the surface of all dirt, dust and other foreign

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

Painting two coats (excluding priming coat) on new

steel and other metal surface with synthetic enamel

67 2 paint, brushing to give an even shade including 64.66 Sqm

cleaning the surfaceofalldirt,dust and other foreign matter.

Painting one coats (excluding priming coat) on

previously printed steel and other metal surface with

68 2 synthetic enamel paint, brushing to give an even 43.79 Sqm

shade including cleaning the surface of all dirt, dust and

other foreign matter.

Extra over Above item for every sub sequent coat of

69 2 paint. 43.47 Sqm

Painting two coats (excluding priming coat) on

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

pipes and fittings with ready mixed bituminous

brushing, black, anti corrosive to give an even

shade including cleaning of all dirt, dustand other foreign

matter.(75 mm dia)

Painting two coats (excluding priming coat) on

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

pipes and fittings with ready mixed bituminous

brushing, black, anti corrosive to give an even

shade including cleaning of all dirt, dust and other foreign

matter.(100 mm dia)

Painting two coats (excluding priming coat) on new

wood and wood based surface with enamel paint,

interior to give an even shade including cleaning

72 2 the surface of all dirt, dust and other foreign matter 26.78 Sqm

sand papering and stopping. (a) Ready mixed paint

brushing wood primier pink.

Painting one coats (excluding priming coat) on

previously painted wood and wood based surface

with enamel paint, to give an even shade including

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

Ready mixed paintbrushing priming for enamel

Extra over Above item for every sub sequent coat of

74 2 paint. 24.26 Sqm

Painting two coats (excluding priming coat) on new

wood and wood based surface with ready mixed

75 2 paint, brushing, oil, gloss, semi gloss to give and even 104.12 Sqm

shade including cleaning of all dust, dirt and other

foreign matters and papering and stopping.

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an

76 2 required shape even shade after thoroughly brushing 113.4 Sqm

the surface to remove all dirt, and remains of loose

powdered materials.etc complete

Applying two coats of Birla (white cement based)

or Asian (acryliclapy-putty) or equivalent & two coats

of primer of approved brand and manufacture on

77 2 new wall surface to give an even shade including 40.19 Sqm

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered

Painting one coats (excluding priming coat) on previously

painted wood and wood based surface with enamel paint,

to give an even shade including, cleaning the of all dirt,

dust and other foreign matter.

Writing letter or figures on any surface with black per

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

79 2 to be measured and paid for separately) (i) 3.15

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

Demolition including stacking of serviceable materilas

80 2 and disposal of unserviceable 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 serviceable materil as and disposalof

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

Dismentaling tiled of stone floors laid in mortar including

82 2 stacking of serviceable materil as and disposal of 47.25 Sqm

unserviceable materials with all lead and lift.

Dismentaling of sheet roofing including ridges,

Hips, Valleys, Gutters etc. stacking of serviceable materil

83 2 as and disposal of unserviceable materials with 47.25 Sqm

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

Dismentling steel work including distempering and

84 2 stacking the materials with all lead and lift. 2.42 Kg.

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including chowkhats

85 2 architraves, hold fasts and other attachment etc. 185.85 Each

complete and stacking the material within all lead and

lift.(i) Not exceeding 3 Sq.M. in area.

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including chowkhats

86 2 architraves,hold fasts and other attachment etc. 248.85 Each

complete and stacking the material with in all lead

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

Dismentling barbed wire in fencing including making

rolls and also including dismentling fencing posts

including all earth work concrete in base and making

87 2 good the disturbed ground stacking useful materials 66.15 Rmt

as directed and disposing as directed and

disposing of the unserviceable materials with all lead

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

88 2 water pipes with fittings and clamps including stacking 74.03 Rmt

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

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

89 2 Indian and Europe an type, flushing tank etc. including 401.63 Each

stacking the materials with all lead and lift

Scraping oil paint from steel and other metal surface

90 2 and making the surface even (with Hand 48.83 Smt

Removing and scraping of old deteriorated plaster

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

91 2 including stacking of serviceable material and 19.38 Smt

disposal of unserviceable from site of work with all lead

Providing and fixing M.S. fan clamps of shape

92 2 and size as specified in existing R.C.C. slab including 168.53 Each

cutting chase and making good.

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

93 2 out, wetting, grouting with cement and sand slurry 1:3 64.58 Rmt

(1-cement 3-sand )

Cutting out cracks roof terrace to V-Section cleaning

94 2 out and filling solidly with a hot mixture of 75.29 Rmt

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

Providing & Fixing in position Alluminium doors

with frame using approved quality anodised

extruded alluminium section as approved by Engg.in

charge(Jindal alluminium)(a) Frame sections

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

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

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

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

incl.providing & installing 5 mm thick approved color

Acrylic sheet of standard quality fixed with glazing

chips on upper pannel & Laminated sheet on lower

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

engg.in charge.(N.S.)

Providing & Fixing in position Fully Panelled / Partly

Panelled Partly Glazed / Fully Glazed Alluminium doors

with frame using approved quality anodised

extruded alluminium section as approved by Engg. In

charge.(Jindal alluminium )(a) Frame sections

101.6x44.45 mm b) Shutter vertical & top section

96 2 Shutter bottom section at 114.3 x44.45mm at ( 1.37 4,583.00 Sq.M.

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

97 2 approved by Engg. In charge.(Jindal 4,518.00

alluminium) units equivalent. including P/F installing M.

5 mm thick clear/tinted Glass of standard quality

Providing & Fixing in position Alluminium vents with

frame using approved anodised extruded alluminium

section as approved by Engg. In

98 2 charge.(Jindal alluminium) units equivalent Frame section 4,218.00

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

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

99 2 primer on both side of the sheet and polyester top coat 510.1 Sqm

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

protective guard film of minimum 25 microns to avoid

scratches during transportation. The ridge shall be

fixed to the steel members by poprivetor self

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

along length of capping/flashing etc complete .

Supplying and fixing vinyl flooring over the surface

100 2 having 1-2 mm thickness as per directed by 963 Smt

engineer incharge etc as completed (N.S.)

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

101 2 consultants. Use underlay for better result as per 2,690.00 Smt

Detail specifications and directed by the project

consultants. (N.S.) Approved Rate )

Providing and fixing 1.20 Metre high fencing with

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

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

with five Horizontan lines and two diagonals of

102 50 galvanised steel barbed wire weighting 9.38 Kg. per

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

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

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

Renovation and Repairing work in Chainlink fencing

any size and also refixing work incl. febrication work

103 2 with all materails to be painted one coat of primer

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

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

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

104 2 dwarf wall 1.0 Mt. high and 23 cm. thick cement 2235.66 Rmt

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

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

Constructing a cooking platform 60 cm. width and 70 cm

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

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

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

thick terrazo) with plastering on exposed faces walls

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

Extra rate for using Ready Mix Concrete of any

grade for below ground level to vertical upto any floor

106 2 with delivery & suction Pipe & Pump etc. The rate 760 Cmt

includes fule, pump operator, skilled labor, driver etc

completed and as per direction of engineer in charge

P/A Tremix with dewartering machine and floater

machine on constructed CC work for finishing the

surface as per requirement. The rate including all

107 2 machinaries, labor, loading, unloading, 54 Sq.M.

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

108 2 recommended one litre chemical emulsion diluted with 19 54.98 Smt

liters of kerosene. Total diluted concentration will be

liters inclusive of 1 liter chemical emulsion application in

drilled holes and 0.75 / Litre chemical per one Sqmt two

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 2 II( (0.075% concentration by mass) is recommended 88.4 Smt

10.5ml chemical diluted with 5 liters of water application

0.5 litre chemical /Sqm of, surface is recommended as per

Carring out plinth treatment to post construction / existing

structure by spraying chemical solution for termite

control treatment including labour and material consist

ment with I.S. specification. Using Chlordene and

Chior purfiles 20 EC. As Per 6131_paret-II

110 2 Consentration Weight on percentis recommended i.e one 104.9 Smt

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

part - II (1% concentration by mass) is recommended i.e

111 2 one litre chemical.. emulsion diluted with 19 liter oil base. 37.34 Smt

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

112 2 3.91 Litre

capacity each with all necessary fittings and connection

etc. complete on terrace.

Providing and fixing to wall, ceiling and floor galvanised

Mild steel tubes (Medium grade) of the following

nominal bore, tube fitting and clamps including making

good the wall ceiling and floor.

2 (F) 50mm 779.6 Rmt

Providing and laying in trenches galvanised mild

steel tubes (Midium grade) of the following nominal

114 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

115 2 mm nominal bore by providing and fixing tee 600.08 Each

including cutting and threading the pipes complete.

Providing and fixing to wall ceiling and floor

Kg.F/Cm2 working pressure poluthene pipes of the

following out side Dia. Low densidy, complete

116 with special falnge compression type fittings,wall

clips etc.including making good the wall ceiling and

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy, complete

with special falnge compression type fittings, wall

clips etc. including making good the wall ceiling and

2 (C) 32mm 116.4 Rmt

Providing and fixing cast iron (Spun) Nahni trap of

the following nominal diameter of self cleaning design

118 2 with C.I. screaed down or higned grating including 600.08 Each

cost of cutting and making good the walls and floor

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,

119 2 bed concrete, foot rest and trap to be measured and 926.1 Each

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

Provdg. & fixing wall mounted White / Color

Vitreous China European water closet with

120 2 integral P trap of "Cera" - Clair Series or equivalent 4,250.00 No.

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

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

Providing and fixing wsh down water closet

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

including jointing the trap with soil pipe in Cement

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

be measured and paid forseparately) (A) vitreous

China Pattern :(i) in white colour

Provdg. & Fixing Flat Back Large Urinal of White/ colour

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

122 2 , waste pipe, pvcconnection etc. Complete.( 1,850.00 No.

size 635 x395x420 mm )

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

123 2 series or equivalent standard make as approved 675 No.

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

Providing and fixing 100 mm size P or S trap for

water closet squatting pan including jointing the trap with

124 2 the pan and soil pipe in cement Mortar1:1 (1-Cement 311.85 Each

: 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

125 2 including sutting holes and making good the same 1400.18 Each

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

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

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

brackets, painted white including cutting holes in

126 2 walls and making good the same but excluding 2257.69 Each

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

Providing and fixing 600 mm x 450 mm bevelled edge

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

sheet or ply wood sheet and fixing to wooden pluge

with C.P. brass screws and washers.

Providing and fixing chromium plated brass halftrun flush

128 cock of approved quality including fixing in pipe line etc.

Provdg. & fixing White / Color Vitreous china

Counter wash basin with signle hole for pillar tap of

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

fiited in stone counter with necessary brackets painted

129 2 white incl. cutting holes and making good the same 2,950.00 No.

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

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

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

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

Providing and fixing washbasin with single holefor pillar tap

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

130 2 holes and making goodthe same but excluding fittings.(A) 1400.18 No

Vitreous China:(ii) Flat Back washbasin 550 mm x

v400mm size. (i) In white colour.

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

131 2 Krishna or Equivalent Make for Kitchen Platform 4,650.00 No.

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

Providing and fixing C.P. brass towel rail comlete

132 2 with C.P.brass brackets fixed to wooden plugs with 597.22 Each

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

Providing and fixing 600 mmx120 mm glass shelf with

133 2 C.P. brass bracket and guard rail complete mixed to 561.03 Each

wooden plug with C.P.brass screws.

134 2 Providing and fixing toilet paper holder. (A) C.P.Brass 414.53 Each

Providing and fixing screw down bib taps of following

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

2 (i) 15mm dia. 184.98 Each

2 (ii) 20mm dia. 212.68 Each

Providing and fixing screw down bib taps of following

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

2 (i) 15mm dia. 184.98 Each

2 (ii) 20mm dia. 212.68 Each

Providing and fixing screw down bib taps of following

137 size. © Gun metal screw down bib tap.

2 (i) 15mm dia. 157.29 Each

2 (ii) 20mm dia. 176.09 Each

Providing and fixing pillar tap, capstan head, screw

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

2 (i) 15mm dia. 305.67 Each

2 (ii) 20mm dia. 351.18 Each

Providing and fixing Gun metal check or non-return

139 fullway wheel valve.

2 (i) 15mm dia. 184.98 Each

2 (ii) 20mm dia. 201.8 Each

2 (III) 25 MM DIA 416.47 Each

2 (E) 40mm dia 656.86 Each

Providing and fixing chromium plated brass half trun

140 flush cock of approved quality including fixing in pipe line

2 (i) 20mm dia. 252.26 Each

2 (ii) 25mm dia. 261.16 Each

2 (iii) 32mm dia. 273.03 Each

Providing and fixing Urinal or approved quality

including conecting the Urinal with waste pipe , tap

etc.complete. (A) White earthen ware flat back or

corner type size 430mm x 260mm x 350mm.

Providing and fixing Urinal of approved quality including

connection with trap and with integral longitudinal flush

pipe. (A) Squating plate pattern white earthen ware

Providing and fixing chromium plated, bottle trap

143 2 with necessary couplings of approved quality for wash 292.87 Each

Providing and fixing ball cock ofapproved quality as

144 2 directed. (A) Copper Metal (i) 25mm dia. 131.57 Each

Providing and fixing ball cock of approved quality as

145 2 directed. (B)Abonite (i) 25mm dia. 101.89 Each

Filling with good Quality thor as and where

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

146 2 sunk in layers of 15 cm. thickness, including watering, 3,850.00 Cmt

ramming well etc. complete, as directed by the

Architect / Engineer-in-charge .

Providing laying and jointing in true line and level 15 mm

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

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge. Pipe shall

147 2 be fixed on the wall with the help of clamp at every 71.93 Rmt

two metre C/C or shall be concelled asdirected

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.

148 2 Pipe shall be fixed on the wall with the help of clamp 90.93 Rmt

at every two metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

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

149 2 Charge. Pipe shall be fixed on the wall with the help of 117.97 Rmt

clamp at every two metre C/C or shall be concelled

as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

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

150 2 Charge. Pipe shall be fixed on the wall with the help of 146.65 Rmt

clamp at every two metre C/C or shall be concelled

as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

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

a 2 Charge. Pipe shall be fixed on the wall with the help of 193.73 Rmt

clamp at every two metre C/C or shall be concelled

as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing in line level plumb, fabricating and

fixing three row horizontal barbed wire fencing and

punched tape concertina coil of 9 turns per meter of

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

posts. The punched tape concertina coil having sharp

barbs at every 25 mm spacing shall be 0.5 mm thick

151 150 and 19 mm width and weighting 13 kg/100 mt. (Average) 390 Rmt

as per manufacture's specification. The rate shall

also include providing and fixing 1.20 mt.total long

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

embaded in RCC column, angle posts shall be painted

with one coats of red oxide and two coats of enamel

paint of approved quality at top compound wall.

Fixing sun film for protection sunlight in black or any colour

152 2 as as directd by engineer 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" ,G.I. & Bitumen Washers,

153 2 Silicon paste application for fixing the sheet . Rate 1,930.00 SqM

also includesnecessary bending, cutting, labor charges

Zinc Primer coat & Two coats of oil painting of color as

approved by consultants & making good the wall.

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

154 2 Supporting Brackets. (N.S.) 400 Rmt

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

155 2 fuel, operator, dirver etc.. ( 12 hours sift 600 Hrs.

day/night) (N.S.)

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

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

pavadas, etc,, to carryout different works during

156 2 monsoon for 12 Hrs. Shift. Work shall be carried out

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

charged shall be paid for night shift.

Roller Blind Providing and fixing Roller Blind curtain

fixed on window level on wooden batten and

curtain lift with cotton thin rope, make of

157 2 aerolax or equivalent design and colour as per

instruction by engineer – in – Charge with necessary

hardware fitting, material and labour etc complete.

Providing & Fixing Door closer - Door closers (Heavy type

158 2 of 765 number) Hardwire or Everite Prabhat or Equivalent 474.58 No.

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

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

during laying incl. painting the exposed protion of loops, all

as per standard design complete.

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

160 2 in cement mortar 1:1 including neat cement finishing, 23.45 Rmt

watering etc. complete.

161 2 Making Water connection from exi.Muni. 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 bonding agent material with water in suItable

162 2 proportion anti corrosive treatment on exposed

beam,celling steel bars with safeCore R incl.all kind of

labour etc.comp.including three coat of white

wash.(Approved Rate)

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required cable

163 2 and switch board of approved brand and make 6,800.00 Set

etc.comp.as directed.

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

163 a 2 including bending, binding and placing in position 66.59 Kg.

complete up to floor two level

ProvidingTMTBarFE500/500Dreinforcement for

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

b 2 position complete upto floor two level placing in position 75.46 Kg.

complete upto floor two level placing in position complete

upto floor two level

Providing and fixing 30mm thick solid both side prelam

164 2 PVC door shutter (sintex door-equivalent) with necessary 2,867.00 Smt

alluminium fitting with EL-7 section frame

Conveyance charge of Earth,Lime, Murrum, building

rubbish earch manure or sludge and excavated rock and

165 2 fly ash,aggregate of any kind etc.comp.upto 5 km

Providing and laying polished granite stone slab 18 mm

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

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

with gray cement slurry including rubbing & polishing

Wall panelling with 12 mm MDF fixed to existing

alluminium framing and making grove as per design

167 2 and finished with royal plastic paint as per instruction of 1,688.00 Smt

engineer incharge. (N.S.)

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

168 2 consultants. Use underlay for better result as per

Detail specifications and directed by the project

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

Applying two coats of Birla (whitecementbased) or Asian

(acryliclapy-putty) or equivalent & two coats of primer

169 2 of approved brand and manufacture on new wall 40.19 Sq.M.

surface to give an even shade including thoroughly

brushing the surface free from mortar dropping

Finishing wall with weather proof exterior emulsion paint

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

170 2 evenshade after thoroughly brushing the surface to 113.4 Sq.M.

remove all dirt, and remains of loose powdered

materials.etc complete

Providing and fixing flush door shutters, solid core

construction with frame of first class hardwood with

cross board and face veneer or plywood face panels,

with both side 1 mm laminate finishing including

anodized aluminum butt hinges with necessary

screws. Decorative type and pine wood core

anodized minimum 3 no 150 mm long aluminum butt

hinges in flush door shutters with 2 no of brass

171 2 holdfast 325 mm long 1 no brass tower bolt 250 mm

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

Decorative both side laminated Flush door 35 mm thick.

with frame of 10 cm x 7 cmt Indian teak wood

frame including all necessary fitting fixtures

hardware screw and adhesive etc fixing up to all lead

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

direction of engineer in charge

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

instructionof engineer in charge same as lal darwaja

garden pattern consisting of 3'dia. M.S black pipe 'A' class

5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of 9"x9"x9" size

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

172 2 MS angle frame 8'x4' size with MS flat of size 25x3 mm

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

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

angle frame are to be painted one coat of primer and two

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

Providing & Fixing masonary wall with porbandar lachiya

stone with well dressed grooveas per directed by engg.in

charge for foundation, plinth or super structure level

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

173 1:5 (1-cement : 5-fine sand) incl.pointing the joint with

white cement and yellow oxide powder in proportion to

match stone colour the joints should be thread grooved as

per exi. lake stone pitching apperance

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

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

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

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

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

Supplying and fixing of 300 mm-L x 15 mm-B x

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

mm nominal size black trap aggregate of

Sevaliya/Timbaor equivalent quality for pre-cast

blocks, reasonablyexposed finish/ formwork , mould

with well equippedwith vibratory system for kerb stones

of approved design including curing, etc. complete,

including thecost of formwork etc. complete. The rate

shall also include necessary cutting of asphalt, fixing

174 2 the Kerbstones in line and level on 5 cm thick sand 393 Rmt

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

tuminousconcrete / 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 mechanically

175 2 compacted. The work of paving blocks shall be executed 429 Smt

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.

176 2 (B) Non- decorative type and block board core anodised 1779.97 Smt

alluminium butt hinges in flush door shutters (2) 35 mm

thick. Labour work for fixing any kind of paving with

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

etc comp. as dir.For pavement

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

177 2 C.C.Block / Nibhada Stone in Line & Level

Box type metal letters forming composite box made from

1mm thick stainless steel plate of grade 304 having brush

178 finish of following font size to be fixed at Main Gate in

english and or Gujrati and including fixing charges

approved before fixing by clent / consultant.

A 2 400mm high 1,000.00 Nos.

B 2 300 mm high 750 Nos.

C 2 230 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

179 2 junction, including fixing perimeter channels 0.5 mm thick

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

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

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

screws @ 230 mm interval, including fixing of gypsum

board to ceiling section and perimeter channel with the

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

including jointing and finishing to a flush finish of tapered

and square edges of the board with recomme-nded

jointing compound , jointing tapes , finishing with jointing

compound in 3 layers covering upto 150 mm on both sides

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

per manufacturer’s specification and also including the

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

cutouts made with frame of perimeter channels suitably

fixed, all complete as per drawings, specification and

direction of the Engineer in Charge but excluding the cost

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

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

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

ANTI SKID PATTERN FOR GRIP COLOUR :- YELLOW &

BLACK BODY MATERIAL :- MODIFIED

180 2 THERMOPLASTICS (Polymer Rubberized ) • ECO

FRIENDLY RECYCLE RUBBER Packing :- 4 pcs/ woven

Bag Load Capacity :- 20 MT Fitting ( Fixing on TRAKE) :-4

holes & END CAPE :- 2 HOLE HEX Bolts with Washer

Epoxy for Bolt Fitting etc. complete as directed by EIC .

Providing and fixing of Roller blind curtain/blackout. The

fabric shall be woven from formulated platisol extruded

over a polyaster yarn.The fabric shouldl be weaved to

181 2 provide subtle view of the side of the blind and should offer 2,610.00 Smt

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

182 2 architectural drawing allowing openings for 933 Smt

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

Prior to fixing on frame.(Brand : Anutone or

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

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

183 2 chamber & water tight G.T.Stone including fixing of 1,263.15 No.

covervSquare mouth trap 100 mm x100 mm size P-Trap

Providing cement vata (10cmx10cmsize) quarter roundin

184 2 cement mortar 1:1 including neat cement finishing, waterin 23.45 Rmt.

getc. complete.

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

stiff mixture of Cement Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes and joints

complete.(A) 100mm dia.

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

stiff mixture of Cement Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes and joints

complete.(B) 150mm dia.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

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

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

dimensions total weight of cover with frame to be not less

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

187 2 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand 2903.89 Each

: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 15Kg. )

188 2 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand 3624.51 Each

: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

189 2 per design conveying it to the site, jointing into C:M 1:3 219 Rmt.

and racking out the joints incl. necessary excavation of

asphalt, soil etc..completed.

Constructing a cooking Sandwich platform 60 cm. width

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

190 10 in C.M.(1:6) with (ii) Fixing black Granitee 30mm thick laid 754.95 Rmt.

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

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

Providing and fixing hard drawn steel wire fabric 75mm x

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

window frames etc. including60 x 20mm beading of teak

Providing & fixing 15 cm wide chicken mesh jali with nails

192 19.02 & then application of 15 mm plaster on R.C.C.& masonary 35 Rmt.

joints as per dir.of engg.in charge

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

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

193 10 nominal size) laid in one layer and finished with a floating 348.08 Smt.

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

194 10.00 and water 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 etc. complete.

Providing and fixing PVC Printed pain colour false ceiling

with grid type with alluminium frame consisting of 600mm x

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

a frame work made using anodized alluminium T section of

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

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

195 10 alluminium frame work is supported from the cceiling with 300.12 Smt

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

required sizes to maintain proper level etc. The aluminium

frame work is supported on side wall with the use of

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

complete as per direction of Engineer in charge.

Manufactures specification and drawing.

Providing and supplying of labour for necessary manual

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

196 8 for any other work as directed by Engineer In charge. The

Rate includes Handcart with Mazdoor

A 8 Mukadam/supervisior/karigar 425 No

B 8 Fitter/Plumber/Mason 697 No

C 8 WELDER/ Gas cutter at Day /night 689 No

Supplting of welding machine / gas cutter including cost of

D 5 welding rods/gas, Transportation, including carting from 1500 No

site to work place.

E 8 Mazdoor at Day Female 450 No's

E 8 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

197 5 should be allowed for non working condition of machinery 1071.42 Shift

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

for break down work) (Based on Previously approved rate

Providing and fixing concealed center point to wall ceiling

& floor CPVC (SDR 13.5) PIPE having National Sanitation

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

Nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.

A 2 15 MM DIA 165.21 Rmt

B 2 20 MM DIA 202.97 Rmt

C 2 25 MM DIA 247.25 Rmt

D 2 32 MM DIA 330.36 Rmt

E 2 40 MM DIA 437.66 Rmt

199 2 50 MM DIA 647.3 Rmt

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

200 2 frame for Gulley trap (Standard pattern) te weight of cover 491.8 Each

to be not less 4.53 Kg.)

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy, complete

201 with special falnge compression type fittings, wall

clips etc. including making good the wall ceiling and

Filling available excavated earth(excluding rock) in

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

202 2 exceeding 20 cm. in depth consolidating each disposited 129.1 cumt

layer by ramming and watering.

Filling in plinth with sand under floors including watering

203 2 ramming, consolidating and dressing complete 455.63 cumt

Filling in foundation and plinth with murrum or selected soil

204 2 in layers of 20cm. thickness including watering, ramming 286.2 cumt

and consolidating etc. complete

Filling in Sunken Portion with good Quality Aerated light

weight concrete block having crushing strength not less

than 35 kg/sqcm and where directed by the Architect /

205 2 Engineer-incharge, in sunk in layer. including watering, 4559.61 cumt

ramming where it is required etc. complete, as directed by

the Architect / Engineer-in-charge .

Providing and applying fibre reinforced elastomeric liquid

water proofing membrane with resilient acrylic polymers

having Sun Reflectivity Index (SRI) of 105 on top of

concrete roof in three coats @10.76 litre/ 10 sqm. One

coat of self-priming of elastomeric waterproofing liquid

(dilution with water in the ratio of 3:1) and two coats of

206 1 undiluted elastomeric waterproofing liquid (dry film 562.4 sq mt

thickness of complete application/system not less than

microns). The operation shall be carried out after

scrapping and properly cleaning the surface to remove

loose particles with wire brushes, complete in all respect

as per the direction of Engineer-in- Charge.

Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

207 1.07 treatment of roofs, balconies, terraces etc consisting of 1150.48 sq mt

following operations:

(a) Applying a slurry coat of neat cement using

kg/sqm of cement admixed with water proofing compound

conforming to IS. 2645 and approved by Engineer-in-

charge over the RCC slab including adjoining walls upto

300 mm height including cleaning the surface before

(b) Laying brick bats with mortar using broken bricks/brick

bats 25 mm to 115 mm size with 50% of cement mortar

1:5 (1 cement : 5 coarse sand) admixed with water

proofing compound conforming to IS : 2645 and approved

by Engineer-in-charge over 20 mm thick layer of cement

mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with

water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge to required slope and

treating similarly the adjoining walls upto 300 mm height

including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat

of cement slurry using 2.75 kg/ sqm of cement admixed

with water proofing compound conforming to IS : 2645 and

approved by Engineerin- charge.

(d) Finishing the surface with 20 mm thick jointless cement

mortar of mix 1:4 (1 cement :4 coarse sand) admixed with

water proofing compound conforming to IS : 2645 and

approved by Engineerin- charge

(e) The whole terrace so finished shall be flooded with

water for a minimum period of two weeks for curing and for

final test.“All above operations to be done in order and as

directed and specified by the Engineer-in-Charge :and

shall be guaranteed for minimum period of 10 years after

handing over the completed building by the main

contractor to be finished as directed. Stamp paper

guarantee 10 years to be furnished before receiving any

payment from the client.

With average thickness of 120 mm and minimum thickness

at khurra as 65 mm.

Rapairing of Auditorium Chair . It Including material

208 17.00 charges and Labour Charges For Erection And Fixing 523.00 No

Spring for smooth and easy pushback system.

Supply and Fixing of Auditorium seating Fabricate

Auditorium seating with Synchronized Push back Chair

with Ergonomically designed Poly Urethane foam for seat

and back made my DOW chemical with High Pressure

moulding technology to achieve long life performance,

upholstered with stitched 3 Layer 100% Yarn Dyed fabric

Upholsteries. Chair profile with the seat in Normal position

and without a tablet arm should not be more than 75 cm.

Chair pushback mechanism should consist of 2 nos. x DIA

50 mm ZYTEL Based Rollers which is supported by AXIAL

shaft of DIA 12 mm is Driven by radial movement of 4 set

of Swing Arms of size 25mm x 6 mm thickness with Orbital

Riveted Solid Dia 8 mm Barrel MS Rivets. The pushback

209 1.00 movement is achieved by synchronised movement of

links mounted on Two Number of triangular Symmetrical

housing of size 27 cm x 23 cm duly embossed for extra

strength by 1.2 cm made up by 0.12 cm CRCA compliance

to IS 513. The entire mechanism should be made in India

and should have total weight 8.5 kg duly Powder Coated –

NO SPREAY PAINT Part should be used for the chair of

The Seat Size should be 42 cm x 48 cm the Back height

should be 70 cm with ergonomically designed seat and

back cushions. Chair should be available in 20”, 21”, 22”

and 23” to use multiple seat size in one layout for matching

variable arch length. Approved Make WIPRO, Godrej, TSI,

HNI, Featherlite (Including Fitting and Transportation)

% 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 Construction Of Wire Fencing And Gate At Different AMC Plot And

Building In Thaltej and other wards in North West Zone.(Re-Invite)

2 Time Limit 11 month (Ex.monsoon)

3 Eligibility Criteria Register “E2” 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.8,50,000.00

5 Earnest Money Deposit Rs.8500.00 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 from Nationalized 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

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,

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.

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 Bid Security Completion

No. value of works (Rs.) Period

1 Construction Of Wire Fencing And Gate At Rs. 8,50,000.00 Rs.8500.00 11 months

Different AMC Plot And Building In Thaltej and

other wards in North West Zone.(Re-Invite) (Ex.monso

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 up to 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.24/02/2026.

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 Circular 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 : Construction Of Wire Fencing And Gate At Different AMC Plot And Building In

Thaltej and other wards in North West Zone.(Re-Invite)

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 Construction Of Wire Fencing And Gate At Different AMC Plot And Building In Thaltej and other

wards in North West Zone.(Re-Invite)

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: Construction Of Wire Fencing And Gate At Different AMC Plot And Building In

Thaltej and other wards in North West Zone.(Re-Invite)

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 11 month (Ex. 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 : Construction Of Wire Fencing And Gate At Different AMC Plot And Building In Thaltej

and other wards in North West Zone.(Re-Invite)

Name of Work: Construction Of Wire Fencing And Gate At Different AMC Plot And Building In

Thaltej and other wards in North West Zone.

Sr. No Items Per

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

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

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

Upto 1.5 mt Depth Cmt

1.5 to 3.0 mt.depth Cmt

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

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

deposited layer by ramming and watering.

Providing and laying cement concrete1:5:10 (1-Cement: 5- coarses sand

3 and:10-hand broken stone aggregates 40mm nominal size) and curing Cmt

complete excluding cost of formworkin (A) Foundation and Plinth.

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

4 broken stone aggregates 40mm nominal size) and curing complete excluding cost Cmt

of formworkin (A) Foundation and Plinth

Providing and laying cement concrete1:3:6 (1-Cement: 3- coarses sand and:6-

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

excluding cost of formworkin (A) Foundation and Plinth.

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

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

in (A) wall caps/coping

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

7 graded aggregates 20mm nominal size) curing complete excluding cost

of formwork and reinforcement.

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

Slabs, landing, shelves, balconies, lintels, beams, girders and cantilivers upto floor

b two level Cmt

c Independent piers, columns, and pillars, upto floor two level 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 upto floors two level including finishing the exposed

8 surfaces with cement mortar 1:3 (1 cement : 3 find sand) to give a smooth and even Cu.M.

surface centering and form work and curing complete excluding cost of

Providing and laying controlled cement concrete / Ready Mix Concrete of M-200

9 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.

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

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

10 complete including the cost of form work but excluding the cost of reinforsement for R.C.C Cum

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

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

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

Brick work using common burnt clay building bricks having crushing

12 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

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

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

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

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

foundation and Plinth conventional brickwork

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

15 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 and

16 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) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Floors

etc. upto 200 mm in thickness.

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

Floors etc. above 200mm in thickness.

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

d buttresses & string course & the like. Smt

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

e And Lintels Not Exceeding 1 M In Depth. Smt

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

g (2) Circular or curved in plan. Smt

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

Lintels exceeding 1M.in Depth.

Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for

17 Doors windows and clear story windows including anodised alluminium But hinges

with necessary screws and indian teak wood shutters with.

a (A) Plywood sheet panels. Smt

b (B) Particle board panels Smt

c (C)Hard board panels. Smt

d (D) Asbestos sheet panels. Smt

Providing and fixing 25 mm thick shutters for cup boards etc. including black

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

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised alluminiu

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

Providing and fixing 25 mm thick shutters for cupboards etc. including anodised alluminiu

b butt hinges with necessary screws. (A) Indian teak wood. (ii) Partly panelled and partl Smt

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

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

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

Providing and fixing glazed louvered glass windows and ventilators with

20 teak wood frame 10 cm. x 7 cm. size including 3 coats of oil painting to wood work Smt

Providing and fixing glazed louvered glass windows and ventilators with

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

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 anodized

alluminium fixtures and fastenings including primer coat of approved quality and two

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

Providing and fixing 35 mm thick shutters for Doors, windows and clere story

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

23 iron oxidixed fixtures and fastenings including primer coat of approved quality Smt

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

side of the ‘c’ channel using PVC solvent cement adhesive etc. complete as per direction of

Engineer 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

25 rails T iron 40 x 40 x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking Sq.M.

arrangements, stoppers, handles, including a priming coat of red lead paint &

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

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

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

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

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

Providing & Fixing in position Alluminium doors with frame using approved

quality anodised extruded alluminium section as approved by Engg.in

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

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

27 at 114.3x44.45 mm at (1.37kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/mt) Smt

incl.providing & installing 5 mm thick approved color Acrylic sheet of

standard quality fixed with glazing chips on upper pannel & Laminated sheet on

lower pannel (wtt.0.13 kg/Rmt) etc.comp.as direction of engg.in charge.(N.S.)

Providing and fixing extruded aluminum window having extruded aluminum Colour r Powder

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

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

Kg/mt,vertical member of size 122.20mm x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with

28 sliding shutters of horizontal member size 40mm x 18mm x 1.29mm @ wt.of Sq. M.

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

mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete

Providing & Fixing in position Alluminium vents with frame using approved

anodised extruded alluminium section as approved by Engg. In

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

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

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

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

details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x

31 mm,@ Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm thick Sq.M.

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

Providing and laying 40 mm thick marble chips flooring rubbed and polished

(I.E.terrazo) to granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-

Cement: 2-coarse sand: 4-graded stone aggregate 10 mm and down gauge)

and to player 10 mm thick with white, black or white and blak marble cihps of required sizes

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

Marble powder by weight) in proportion of 4:7 (4- Cement: 7-marble chips

by volume) (C) Medium Shade pigment with approx 50% white cement and

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

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to

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

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

Cement: 1 marble powder by weight) in proportion of 4:7 (4-cement marble powder mix:

7-marble chips by volume) (B) Light shade pigment with white cement (In top layer only)

Providing and laying white glazed tiles 6mm thick in flooring treads of steps and landing laid

34 on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush Sq.M.

Providing and laying Ceramic tiles 6 mm thick in flooring treads of steps and landing

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

flush pointing in white cement.

Providing & Fixing 20 mm thick Mirror Polished Decorative Granite Board with

Computerised Golden Letters Discription as per instructions of engg. in

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

Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring treads of steps and

37 landing laid on a bed of 12 mm thick cement mortar 1:3 (1-cement:3-coarses Sq.M.

and) finishing with flush pointing inwhite cement.

Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and

38 dedo on 10 mm thick cement plaster 1:3 (1- cement: 3-coarse sand) and Sqm

jointed with white cement slurry

Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of steps and dedo on

39 10 mm thick cement plaster 1:3 (1-cement:3- coarse sand) and jointed with white Sqm

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of steps and

40 landing laid on a bed of 12mm thick cement mortar 1:3 (1- cement : 3-coarse sand ) Sq. M.

finishing with flush pointing in white cement.

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement

mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on, existing flooring by

41 adhesive material including dismentaling of existing flooring and jointed with color cement Sq. M.

slurry including finised with flush pointing & cleaning the surface etc. complete for antiskit

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick

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

42 putty:1.5-coarses and) laid over and jointed with grey cement slurry mixed with Sq.M.

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

43 jointed with gray cement slurry including rubbing and polishing complete. (A) Marble slab Sq.M.

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick

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

jointed with grey cement slurry including rubbing and polishing etc.complete. (B)

Providing and laying polished kota stone slab 25 mm thick in risers of steps, skirting Dedo

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

45 jointed with gray cement slury mixed with pigment to match the shade of slab Sq.M.

including rubbing and polishing etc.complete.

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

46 and:4-graded stone aggregate 20mm nominal size) laid in one layer and finished with Sq.M.

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

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

47 sand:4-graded stone aggregate 20mm nominal size) laid in one layer and finished Sq.M.

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

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

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

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

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

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

50 or L Hooks and nuts 8 mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 Sqm

mm thick sheet.

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

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

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

Providing and fixing five courses water profing treatment with bitumen felt

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

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

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

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.

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

53 yarn soaked in neat cement slurry and cement mortar 1:2(1- Cement : 2-fine Rmt

sand) (A) 75 mm dia.

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

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

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

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

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

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

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

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

57 sand papering the wall surface smooth including necessary repairs to scratches Sqm

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

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

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

dropping and other foreign matter.

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

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

and including a priming coat with distemper primer of approved brand and

manufacture after thoroughly brushing the surface free from mortar dropping

and other foreign matter and also including preparing the surface even and sand

papered smooth.

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

approved brand and manufacture.

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

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

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

papered smooth.

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

62 of approved brand Sqm

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

62 a sloping roofs. smt

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

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

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

mixed priming paint brushing red lead.

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

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

64 surface an even shade including cleaning the surface of all dirt, dust and other foreign Sqm

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

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

surface of all dirt, dust and other foreign matter.

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

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

67 with synthetic enamel paint, brushing to give an even shade including cleaning the Sqm

surfaceofalldirt,dust and other foreign matter.

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

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

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

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

Painting two coats (excluding priming coat) on external surface of new rain water,

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

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

foreign matter.(75 mm dia)

Painting two coats (excluding priming coat) on external surface of new rain water,

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

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

foreign matter.(100 mm dia)

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

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

72 the surface of all dirt, dust and other foreign matter sand papering and stopping. (a) Sqm

Ready mixed paint brushing wood primier pink.

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

73 based surface with enamel paint, to give an even shade including cleaning the of all dirt, Sqm

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

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

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

surface with ready mixed paint, brushing, oil, gloss, semi gloss to give and even shade

75 including cleaning of all dust, dirt and other foreign matters and papering and Sqm

Finishing wall with weather proof exterior emulsion paint on wall surface (two

76 coats) to give an required shape even shade after thoroughly brushing the surface to Sqm

remove all dirt, and remains of loose powdered materials.etc complete

Applying two coats of Birla (white cement based) or Asian (acryliclapy-putty)

or equivalent & two coats of primer of approved brand and manufacture on new

77 wall surface to give an even shade including thoroughly brushing the surface free from Sqm

mortar dropping and other foreign matter and sand papered smooth.

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

78 surface with enamel paint, to give an even shade including, cleaning the of all dirt, dust and Sq.M.

other foreign matter.

Writing letter or figures on any surface with black japan paint (stops, comas,

79 hyphens and the like not to be measured and paid for separately) (i) Block

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

Demolition including stacking of serviceable materilas and disposal of unserviceable

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

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

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

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil

as and disposal of unserviceable materials with all lead and lift.

Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking

83 of serviceable materil as and disposal of unserviceable materials with all lead Sqm

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

Dismentling steel work including distempering and stacking the materials with all

84 lead and lift. Kg.

Dismentling doors, windows, ventilators etc. (wood or steel) shutters

85 including chowkhats architraves, hold fasts and other attachment etc. complete Each

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

86 including chowkhats architraves,hold fasts and other attachment etc. complete Each

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

Dismentling barbed wire in fencing including making rolls and also including

dismentling fencing posts including all earth work concrete in base and making good

the disturbed ground stacking useful materials as directed and disposing as

directed and disposing of the unserviceable materials with all lead and lift.

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and

clamps including stacking the materials with all lead and lift (for any dia, of pipe)

Dismantling santtary fittings like wash basin . W.C. pan Indian and Europe an type,

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

Scraping oil paint from steel and other metal surface and making the surface even

(with Hand Scraping.)

Removing and scraping of old deteriorated plaster of any thickness from

91 wall / R.C.C member including stacking of serviceable material and disposal of Smt

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 with a

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

Providing & Fixing in position Alluminium doors with frame using approved

quality anodised extruded alluminium section as approved by Engg.in charge(Jindal

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

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

95 114.3x44.45 mm at (1.37 kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/mt) Sq. M.

incl.providing & installing 5 mm thick approved color Acrylic sheet of standard

quality fixed with glazing chips on upper pannel & Laminated sheet on lower pannel

(wtt.0.13 kg/Rmt) etc.comp.as direction of engg.in charge.(N.S.)

Providing & Fixing in position Fully Panelled / Partly Panelled Partly Glazed / Fully

Glazed Alluminium doors with frame using approved quality anodised extruded

alluminium section as approved by Engg. In charge.(Jindal alluminium )(a) Frame sections

101.6x44.45 mm b) Shutter vertical & top section 83.5x44.45 (wt.

96 kg/mt.)( at 1.31 kg/mt) © Shutter bottom section at 114.3 x44.45mm at ( 1.37 kg/mt ) Sq.M.

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

97 Engg. In charge.(Jindal alluminium) units equivalent. including P/F Sq. M.

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

98 charge.(Jindal alluminium) units equivalent Frame section of 63.50 x 38.50 mm. (wt.0.68 Sq. M.

Kg/Rmt) incl. Providing & Installing 5 mm thick Glass of standard quality etc.

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

99 the sheet and polyester top coat 15-18 micron. The PP GI Sheet shall have plastic Sqm

protective guard film of minimum 25 microns to avoid scratches during

transportation. The ridge shall be fixed to the steel members by poprivetor self

drilling/self stitching fastners @ maximum 450mm c/c along length of capping/flashing

Supplying and fixing vinyl flooring over the surface having 1-2 mm thickness as

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

Providing and laying 15mm bamboza wooden flooring as per architect's

drawing with all necessary details as directed by the project consultants.

101 Use underlay for better result as per Detail specifications and directed by the project Smt

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

102 Horizontan lines and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. Rmt

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

103 work incl. febrication work with all materails to be painted one coat of primer Rmt.

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 cement plaster to

104 masonry / in C.M.1:3) and cement concrete flooring in 1:2:4: mix 5cm.dia.drain pipe Rmt

Constructing a cooking platform 60 cm. width and 70 cm high resting on B.B. Masonry

walls 23 cm. thick in C.M. (1:6) with (i) Fixing or precast R.C.C. 1:2:4) 8 cm. thick

slab with marble chips set in C.M. (1:6) (6 mm thick terrazo) with plastering on

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

Extra rate for using Ready Mix Concrete of any grade for below ground level to

106 vertical upto any floor with delivery & suction Pipe & Pump etc. The rate includes fule, Cmt

pump operator, skilled labor, driver etc completed and as per direction of engineer in charge

P/A Tremix with dewartering machine and floater machine on constructed CC

work for finishing the surface as per requirement. The rate including all machinaries,

labor, loading, unloading, transportaion etc complete as per direction given

by engineer incharge.

Carrying out timber treatment to all wood work including drilling holes and spraying oil

based chemical solution on surface of timber work for termite control including labor and

material etc. complete. Using Chlorpyriphos20 EC as per 6313 2013 Part III (1%

108 concentration by mass) is recommended one litre chemical emulsion diluted with 19 liters of Smt

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 -II( (0.075%

concentration by mass) is recommended 10.5ml chemical diluted with 5 liters of water

application 0.5 litre chemical /Sqm of, surface is recommended as per I.S.

Carring out plinth treatment to post construction / existing structure by spraying chemical

solution for termite control treatment including labour and material consist ment with

I.S. specification. Using Chlordene and Chior purfiles 20 EC. As Per

110 6131_paret-II Consentration Weight on percentis recommended i.e one litre 20 EC Smt

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%

111 concentration by mass) is recommended i.e one litre chemical.. emulsion diluted with 19 Smt

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)

112 water tank of required capacity each with all necessary fittings and connection etc. Litre

complete on terrace.

Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium

113 grade) of the following nominal bore, tube fitting and clamps including making good the

wall ceiling and floor.

Providing and laying in trenches galvanised mild steel tubes (Midium grade) of

114 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

115 steel main 50 mm to 80 mm nominal bore by providing and fixing tee including Each

cutting and threading the pipes complete.

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

pipes of the following out side Dia. Low densidy, complete with special

falnge compression type fittings,wall clips etc.including making good the wall

ceiling and floor.

Providing and fixing to wall ceiling and floor 10.0Kg.F/Cm2 working pressure polythene

pipes of the following out side Dia. Low densidy, complete with special

117 falnge compression type fittings, wall clips etc. including making good the wall

ceiling and floor.

Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter

118 of self cleaning design with C.I. screaed down or higned grating including cost of Each

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

119 580 mm (Earth work, bed concrete, foot rest and trap to be measured and paid for Each

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

Provdg. & fixing wall mounted White / Color Vitreous China European water

120 closet with integral P trap of "Cera" - Clair Series or equivalent incl. seat cover No.

, Chair Bracket etc. complete as per direction of engg. In charge.(N.S.)

Providing and fixing wsh down water closet (Europe an type, W.C.Pan) with

integral P or S trap including jointing the trap with soil pipe in Cement Mortar1:1 (1-

121 Cement:1-fine sand) (Seal and cover to be measured and paid forseparately) (A) Each

vitreous China Pattern :(i) in white colour

Provdg. & Fixing Flat Back Large Urinal of White/ colour of "Cera" or " Hindware" incl. C.P.

122 Brass waste coupline , waste pipe, pvcconnection etc. Complete.( size 635 No.

Providing & Fixing Angle cock of " Ess Ess" - Trend series or equivalent

standard make as approved by engg. in charge all complete. (N.S.)

Providing and fixing 100 mm size P or S trap for water closet squatting pan

124 including jointing the trap with the pan and soil pipe in cement Mortar1:1 (1-Cement : Each

1-Fine sand)(A) Vitreous China.

Providing and fixing wash basin with single hole for pillar tap with C.I.or M.S.

brackets painted white including sutting holes and making good the same but