Compound Wall Repairing Around Different AMC Plot In Gota Ward And Other Ward in North West Zone.

Name of Work: Compound Wall Repairing Around Different AMC Plot In Gota Ward And Other

Ward in North West Zone.

No rate 23- Rs.

Excavation for foundation up to1.5 m depth including sorting

out and stacking of useful materials and disposing of

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

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

5 Upto 1.5 mt Depth 115.92 Cmt

5 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 exceeding

cm. in depth consolidation each deposited layer by ramming

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

coarses sand and:10-hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of formworkin

(A) Foundation and Plinth.

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

and:8-hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formworkin(A) Foundation

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

3- coarses sand and:6-hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of

formworkin (A) Foundation and Plinth.

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

sand:6-crushed stone aggregates 20mm nominal size) and

curing complete including cost of formwork in (A) wall

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

7 coarse sand:4-graded aggregates 20mm nominal size) curing

complete excluding cost of formwork and reinforcement.

a 2 Foundations, footings, base or columns and mass concrete 3923.53 Cmt

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

and cantilivers upto floor two level

c 2 Independent piers, columns, and pillars, upto floor two level 3661.3 Cmt

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

sand : 4 graded stone aggregates 20 mm minal size) for

reinforced concrete chhajjas not exceeding 10 cm. thickness

8 2 upto floors two level including finishing the exposed surfaces 6487.07 Cu.M.

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

and even surface centering and formwork and curing complete

excluding cost of reinforcement.

Providing and laying controlled cement concrete / Ready

Mix Concrete of M-200 and curing complete, excluding the

cost of form work and reinforcement for reinforced concrete

(A) 5 Foundations, footings, base of columns, and mass concrete. 3977.88 Cu.M.

(B) 5 Walls from top of foundations /level up to floor Two level. 4484.17 Cu.M.

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

Cantilever upto floor

(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 but excluding the cost of

reinforsement for R.C.C work in (iv) Slabs having more than

13 cm and upto 15 cm.thickness

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

Cement 2-coarsesand: 4-graded stone aggregates 20 mm

nominal size) and finishing 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

cm and upto 10 cm.thickness

Brick work using common burnt clay building bricks

having crushing strength not less than 35kg./Sq.Cm.in

foundation and plinth in Cement Mortar1:6 (1-Cement :6

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

4 B) Modular 4241.7 Cmt

Extra Rate for brickwork in Above Item for super structure

above plinth level upto floor two level (B) Conventional

a 10 (A) Conventional 272.25 Cmt

b 5 B) Modular 262.35 Cmt

c 2 C) above floor two level Item No. 2(6.13) (A) Modular 42.66 Per Cum

d 2 D) above floor two level Item No. 2(6.13) (B) Conventional 40.09 Per Cum

Half brick masonry in common brunt clay building bricks

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

mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation

and Plinth conventional brickwork

Extra for half brick masonry in super structure above

15 24.2 plinth level upto floor two level (B) conventional

Providing form work in ordinary timber planking so as to

give a rough finish including centering, shuttering, strutting

and propping etc. height of propping and centering below

supporting floor to celling not exceeding 4 M & removal of

the same for in situ reinforced or plain concrete work upto

floor four level

Foundation, footings, bases of columns etc. and mass

(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 buttresses & string course & the like.

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

e 2 Girders, Bressumers And Lintels Not Exceeding 1 M In 192.15 Smt

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

Polygonal in plan.

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

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

Girders Bressumers and Lintels exceeding 1M.in Depth.

Providing and fixing 35 mm thick panelled, glazed or

panelled and glazed shutters for Doors windows and clear story

windows including anodised alluminium But hinges with

necessary screws and indian teak wood shutters with.

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

18 2 etc. including black enamelled M.S. butt hinges with 3006.75 Smt

necessary screws.(A) Indian teak wood. (i) Fully Panelled.

Providing and fixing 25 mm thick shutters for cupboards etc.

a 2 including anodised alluminiu butt hinges with necessary screws. 3006.75 Smt

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

Providing and fixing 25 mm thick shutters for cupboards etc.

b 2 including anodised alluminiu butt hinges with necessary screws. 2814.42 Smt

(A) Indian teak wood. (ii) Partly panelled and partl glazed.

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

frames of windows etc. with M.S. flats at required spacings

and frame alround, square or round bars with round headed

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

Providing and fixing glazed louvered glass windows

20 2 and ventilators with teak wood frame 10 cm. x 7 cm. size 4102.54 Smt

including 3 coats of oil painting to wood work etc.complete.

Providing and fixing glazed louvered glass windows

and ventilators with teak wood frame 10 cm.x7 cm. size

including 3 coats of oil painting to wood work

etc.complete.with wooden louvers plank 12mm thick

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)

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian teak wood

frames 10 cm x 7 cm. size including black enamelled iron

oxidixed fixtures and fastenings including primer coat of approved

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

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

clerestory windows including Indian teak wood frames 10 cm x

a 2 cm. size including anodized alluminium fixtures and fastenings 4940.25 Smt

including primer coat of approved quality and two coats of oil

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

Providing and fixing 30 mm thick FACTORY MADE SOLID

PANEL PVC DOOR SHUTTER consisting of frame made out of

M.S.tubes of 19 gauge thickness and size of 19 mm x 19 mm for

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

hall have a coat of steel primers of approved make and

manufacture, M.S. frames hall be covered with 5 mm thick

heat moulded PVC ‘C’ channel of size 30 x 50 mm formings

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

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

20 mm wide cross PVC sheet as gap insert for top rail and

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

mm thick PVC sheet beading on eighter side, and joined

together with solventcement adhesive,. An additional 5 mm

thick PVC strip of 20 mm width is to be stculkon the interiors

side of the ‘c’ channel using PVC solvent cement

adhesive etc. complete as per direction of Engineer

incharge, manufacture’s specification and drawing.

Providing and fixing in position collapsible steel shutters

with vertical channels 20 x 10 x 2 mm braced with flat iron

diagonal 20 x 5 mm size with top and bottom rails T iron 40 x

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

nuts, locking arrangements, stoppers, handles, including a

priming coat of red lead paint & approved make.

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

with frame and diagonal braces of 40x40x6 mm angle iron,

3.15 mm M.S.gusset plates at Junctions and corners 25 mm

26 2 dia. pulley, 40x40x6 mm angle and T-iron guide rail at 3652.12 Sqm

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

27 2 1.31 kg/mt) (c) Shutter bottom section at 114.3x44.45 2,900.00 Smt

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

kg/mt) incl.providing & installing 5 mm thick approved color

Acrylic sheet of standard quality fixed with glazing chips on upper

pannel & Laminated sheet on lower pannel (wtt.0.13 kg/Rmt)

etc. comp.as direction of engg.in charge.(N.S.)

Providing and fixing extruded aluminum window having extruded

aluminum Colour r Powder Coated section frame main outer size

127mm x 38.10mm x 1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four

track member size 122.20mm x 31.75mm x 1.10mm @ Wt.

Kg/mt,vertical member of size 122.20mm x 31.75mm x 1.50mm

,@ Wt. 1.398 Kg/mt with sliding shutters of horizontal member

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

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

with 5 mm thick transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc complete for

Providing & Fixing in position Alluminium vents with frame

using approved anodised extruded alluminium section as

approved by Engg. In charge.(Jindal alluminium)

29 2 units equivalent Approved Rate)Frame section of 63.50 x 1,950.00 Sq. M.

38.50 mm. (wt. 0.68Kg/Rmt) incl. Providing & Installing

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

30 2 Section:2434, or equivalent @ Wt.0.643 Kg/mt) with colour 1163.92 Sq. M.

anodized alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour

31 2 Powder Coated alluminium frame with 5 mm thick transparent 2,141.88 Sq.M.

bronze colour tinted float glass as details etc complete for Fix

Providing and laying 40 mm thick marble chips flooring

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

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

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

to player 10 mm thick with white, black or white and blak marble

32 2 cihps of 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) (upto

Providing and laying marble chips skirting (Terrazo) or dedo

rubbed, and polished to Granolithic finish to player 6 mm white,

black or white and black marble chips of size from

smallest to 4 mm nominal size laid in cement marble powder

mix 3:1 (3-Cement: 1 marble powder by weight) in

proportion of 4:7 (4-cement marble powder mix: 7-marble chips

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

Providing and laying white glazed tiles 6mm thick in flooring

34 2 treads of steps and landing laid on a bed of 12mm thick cement 908.17 Sq.M.

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 12 mm thick cement

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

pointing in white cement.

Providing & Fixing 20 mm thick Mirror Polished Decorative

Granite Board with Computerised Golden Letters Discription

36 2 as per instructions of engg. in charge to M.S. frame 4,304.00 No.

structure for Inaugaration & Public Handover Function

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

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

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

with flush pointing inwhite cement.

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

skrting risers of steps and dedo on 10 mm thick cement

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

with white cement slurry

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

risers of steps and dedo on 10 mm thick cement plaster 1:3

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

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 12mm thick

40 2 cement mortar 1:3 (1- cement : 3-coarse sand ) 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 adhesive material

41 2 including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for antiskit

Providing and laying polished Kota stone slab flooring over

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

coarses and) or L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid

over and jointed with grey cement slurry mixed with pigment to

match the shade of slab including rubbing and polishing etc.

complete. (A) 25 mm thick

Providing and laying marble stone slab flooring over 20mm

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

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

with gray cement slurry including rubbing and polishing complete.

(A) Marble slab 25mm thick

Providing and laying polished Kota stone slab flooring over

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

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

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

45 2 cement mortar 1:3 (1-Cement :3 coarses and) and jointed 1176.03 Sq.M.

with gray cement slury mixed with pigment to match the

shade of slab including rubbing and polishing etc.complete.

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

cement: 2-coarses and:4-graded stone aggregate 20mm

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

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

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

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

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

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

Providing and laying broken china mosaic flooring for terrace

using 12 mm to 20 mm broken pieces of glazed tiles to be laid

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

48 2 bring mortar creme out upto surface using white cement 739.89 Sqm

including rounding off junctions and extending them up

to15 cm along the wall, clearing with water and oxalic

acid etc.as directed.

Providing and laying coloured glazed tiles of the size

300 mmx200 mmx8 mm/300 mmx450 mmx8 mm in skirting,

49 2 risers of steps and dedo on 10 mm. thick cement plaster 1426.95 Sqm

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

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

50 2 class-3 fixed with G.I. J or L Hooks and nuts 8 mm dia G.I. 635.58 Sqm

Limpet and bitumen washer complete. (1) 0.80 mm thick sheet.

Providing and fixing 150 mm wide 450 mm over all semi circular

plain G.I.sheet class-3 gutter with Iron brackets 40 mmx3 mm

size Bolts, Nuts, washers etc. including making necessary

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

Providing and fixing five courses water profing treatment

with bitumen felt consisting of second and fourth course

of blown/ bitumen or/and residual bitumen applied hot at

1.2 kg.per Sq.M.of area for each course and first course

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

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

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

sizes gravel spread at 0.008 Cu.Metre/Sq.metre preparation of

surface excluding grading complete.

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

filling the joints with spun yarn soaked in neat cement slurry

and cement mortar 1:2(1- Cement : 2-fine sand) (A)

Providing 15 mm thick cement plaster in single coat on

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

plastering up to floor two level and finished even and smooth

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

Providing 20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of 12mm thick

backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick

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

Colour washing with lime on wall surface (two coats)

over and including a primary coat of white washing to give

an even shade after through brooming the surface to remove

all dirt, dust, mortar drops and other foreigh matter.

Removing dry or oil bound distemper by a

57 2 washing and scraping and sand papering the wall surface 11.19 Sqm

smooth including necessary repairs to scratches complete.

Distempering with dry distemper of approved brand and

manufacture (two coats) and of required shade on wall

58 2 surfaces of given an even shade, over and including a 46.94 Sqm

priming coat of whiting after thoroughly brooming the

surface free from mortar dropping and other foreign matter.

Distempeing (Two coats) with oil bound distemper of

approved brand and manufacture and of required shade on

wall surfaces to give an even shade, over and including a

priming coat with distemper primer of approved brand

and manufacture after thoroughly brushing the surface

free from mortar dropping and other foreign matter and

also including preparing the surface even and sand papered

Extra Coat for Above Item over above for every

subsequent coat of approved brand and manufacture.

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall surface

61 2 to give an even shade including throughly brushing the surface 78.44 Sqm

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 of approved brand

62 Extra over item for painting with plastic emulsion paint of

a approved brand on ceilings and sloping roofs.

Applying priming coat over new steel and other metel

surface after and including preparing the surface by

throughly cleaning, oil, grease, dirt and other foreign

matter and scoured with brushes fine steel wood, scrapers and

sand paper with ready mixed priming paint brushing red

Painting two coats (excluding priming coat) on new steel

and other metal surface with enamel paint, brushing, interior

64 2 to give an even shade including cleaning the surface an even 86.94 Sqm

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

foreign matter.

Painting one coats (excluding priming coat) on previously

painted steel and other metal surface with enamel paint,

brushing to give an even shade including cleaning the surface

of all dirt, dust and other foreign matter.

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

Painting two coats (excluding priming coat) on new steel

and other metal surface with synthetic enamel paint, brushing

to give an even shade including cleaning the

surfaceofalldirt,dust and other foreign matter.

Painting one coats (excluding priming coat) on previously

printed steel and other metal surface with synthetic enamel paint,

brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

69 2 Extra over Above item for every sub sequent coat of paint. 43.47 Sqm

Painting two coats (excluding priming coat) on external

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

70 2 fittings with ready mixed bituminous brushing, black, anti 20.16 Sqm

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

71 2 fittings with ready mixed bituminous brushing, black, anti 25.05 Sqm

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

72 2 an even shade including cleaning the surface of all dirt, 26.78 Sqm

dust and other foreign matter sand papering and stopping. (a)

Ready mixed paint brushing wood primier pink.

Painting one coats (excluding priming coat) on previously

painted wood and wood based surface with enamel paint, to

73 2 give an even shade including cleaning the of all dirt, dust and 26.78 Sqm

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

74 2 Extra over Above item for every sub sequent coat of paint. 24.26 Sqm

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

wood based surface with ready mixed paint, brushing, oil,

75 2 gloss, semi gloss to give and even shade including cleaning of 104.12 Sqm

all dust, dirt and other foreign matters and papering and

Finishing wall with weather proof exterior emulsion paint on

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

shade after thoroughly brushing the surface to remove all dirt,

and remains of loose powdered materials.etc complete

Applying two coats of Birla (white cement based) or

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

of approved brand and manufacture on new wall surface to

give an even shade including thoroughly brushing the surface

free from mortar dropping and other foreign matter and sand

papered smooth.

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

Writing etter or figures on any surface with black japan per letter

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

measured and paid for separately) (i) Block

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

Demolition including stacking of serviceable materilas and

80 2 disposal of unserviceable materials with all lead and lift. (i) 1047.38 Cu.M.

Demolition of Brick work and stone masonry including

81 2 stacking of serviceable materil as and disposalof unserviceable 544.95 Cu.M.

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

Dismentaling tiled of stone floors laid in mortar including

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

materials with all lead and lift.

Dismentaling of sheet roofing including ridges, Hips,

Valleys, Gutters etc. stacking of serviceable materil as and

disposal of unserviceable materials with all lead and lift.(i)

G.I.sheet roofing.

Dismentling steel work including distempering and

84 2 stacking the materials with all lead and lift.

Dismentling doors, windows, ventilators etc. (wood or

steel) shutters including chowkhats architraves, hold fasts

and other attachment etc. complete and stacking the

material within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

Dismentling doors, windows, ventilators etc. (wood or

steel) shutters including chowkhats architraves,hold fasts

and other attachment etc. complete and stacking the

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

Dismentling barbed wire in fencing including making rolls and

also including dismentling fencing posts including all earth work

concrete in base and making good the disturbed ground

stacking useful materials as directed and disposing as

directed and disposing of the unserviceable materials with all

Dismentling C.Ipipes G.S.W. pipes abd A.C. rain water pipes

88 2 with fittings and clamps including stacking the materials with all 74.03 Rmt

lead and lift (for any dia, of pipe)

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

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

materials with all lead and lift

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 wall / R.C.C member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

Providing and fixing M.S. fan clamps of shape and

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

chase and making good.

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

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

Cutting out cracks roof terrace to V-Section cleaning out and

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

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

95 2 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm at (1.37 2,900.00 Sq. M.

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

incl.providing & installing 5 mm thick approved color

Acrylic sheet of standard quality fixed with glazing chips on

upper pannel & Laminated sheet on lower pannel (wtt.0.13

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

Providing & Fixing in position Fully Panelled / Partly Panelled

Partly Glazed / Fully Glazed Alluminium doors with frame

using approved quality anodised extruded alluminium

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

Frame sections 101.6x44.45 mm b) Shutter vertical & top

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

96 2 Shutter bottom section at 114.3 x44.45mm at ( 1.37 kg/mt )

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

providing & installing 5 mm thick Glass of standaed quality

fixed / 12 mm thick Laminated sheet with glazing chips (wt.

0.13 kg/ Rmt) in panels etc. comp. as per Detail Given &

direction of engg.in charge.

Providing & Fixing in position Alluminium window 2/3/4

track sliding / fix type with frame using approved

anodised extruded alluminium section as approved by Engg.

97 2 In charge.(Jindal alluminium) units equivalent.

including P/F installing 5 mm thick clear/tinted Glass of

standard quality etc.comp.

Providing & Fixing in position Alluminium vents with frame

using approved anodised extruded alluminium section as

approved by Engg. In charge.(Jindal alluminium)

98 2 units equivalent Frame section of 63.50 x 38.50 mm. (wt.0.68

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

standard quality etc. comp.

Providing and fixing of Ridge flashing for roof panel

shall be made out of 0.5 mm thick pre coated GI sheet.

The Pre coatedsheet shall be of minimum 240 mpa steel

grade confirming to IS 14246:1995 and shall have zinc

coating of minimum 120 gsm as per IS:277:1992, 5-7

microns epoxy primer on both side of the sheet and polyester

99 2 top coat 15-18 micron. The PP GI Sheet shall have plastic

protective guard film of minimum 25 microns to avoid

scratches during transportation. The ridge shall be fixed to the

steel members by poprivetor self drilling/self stitching

fastners @ maximum 450mm c/c along length of

capping/flashing etc complete .

Supplying and fixing vinyl flooring over the surface having 1-

100 2 2 mm thickness as per directed by engineer incharge 963 Smt

etc as completed (N.S.)

Providing and laying 15mm bamboza wooden flooring

as per architect's drawing with all necessary details as

101 2 directed by the project consultants. Use underlay for 2,690.00 Smt

better result as per Detail specifications and directed by the

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

Providing and fixing 1.20 Metre high fencing with

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

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

102 2 lines and two diagonals of galvanised steel barbed wire 385.4 Rmt

weighting 9.38 Kg. per 100 Metre, strained and fixed to posts

with G.I, staples including fixing the posts in ground with

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

Renovation and Repairing work in Chainlink fencing any

size and also refixing work incl. febrication work with all

103 2 materails to be painted one coat of primer and twocoats of

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

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

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

104 2 Mt. high and 23 cm. thick cement plaster to masonry / in 2235.66 Rmt

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

105 2 (i) Fixing or precast R.C.C. 1:2:4) 8 cm. thick slab with 933.98 Rmt

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

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

Extra rate for using Ready Mix Concrete of any grade for

below ground level to vertical upto any floor with delivery &

106 2 suction Pipe & Pump etc. The rate includes fule, pump 760 Cmt

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

107 2 as per requirement. The rate including all machinaries, labor, 54 Sq.M.

loading, unloading, transportaion etc complete as per

direction given by engineer incharge.

Carrying out timber treatment to all wood work including drilling

holes and spraying oil based chemical solution on surface of

timber work for termite control including labor and material etc.

complete. Using Chlorpyriphos20 EC as per 6313 2013 Part III

(1% concentration by mass) is recommended one litre chemical

emulsion diluted with 19 liters of kerosene. Total diluted

concentration will be 20 liters inclusive of 1 liter chemical

emulsion application in drilled holes and 0.75 / Litre chemical per

one Sqmt two coat on wood surface not protected by paint or

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.

110 2 As Per 6131_paret-II Consentration Weight on percentis 104.9 Smt

recommended i.e one litre 20 EC chemical emulsion with

19 liter give 1% concrentration inclusive of one litre chemical

emulsion appication attherate of 5 Litre chemical /Sqm of surface

is recommended as per I.S

Carrying out wall treatment for termite control including spraying

with chemical solution in oil base including labour and material

Using Chlorpyriphos 20 ECAs per IS 6313 part - II (1%

concentration by mass) is recommended i.e one litre chemical..

emulsion diluted with 19 liter oil base. Total solution will be

liters inclusive of one liter chemical emulsion application at the

rate of 7.5 litre chemical / Sqm of surface is recommended as per

Providing erecting and fixing double coated Syntex or

equivalent PVC.(ISI) water tank of required capacity each

112 2 3.91 Litre

with all necessary fittings and connection etc. complete

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

2 (F) 50mm 779.6 Rmt

Providing and laying in trenches galvanised mild steel

tubes (Midium grade) of the following nominal bore, and

tube fitting (Earth work in trenches to be measured and

paid for separately)

Making connection of galvanised Mild steel distribution branch

with galvanised mild steel main 50 mm to 80 mm nominal

bore by providing and fixing tee including cutting and

threading the pipes complete.

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

working pressure poluthene pipes of the following out side Dia.

116 Low densidy, complete with special falnge compression type

fittings,wall clips etc. including making good the wall ceiling and

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

working pressure polythene pipes of the following out side

117 Dia Low densidy, complete with special falnge compression

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

ceiling and floor.

2 (C) 32mm 116.4 Rmt

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

following nominal diameter of self cleaning design with C.I.

118 2 screaed down or higned grating including cost of cutting 600.08 Each

and making good the walls and floor 100 mm inlet and 50 mm

outlet.(C)100mm dia.

Providing and fixing water closet squatting Pan (Indian

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

foot rest and trap to be measured and paid for separately)

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

Provdg. & fixing wall mounted White / Color Vitreous

China European water closet with integral P trap of "Cera" -

120 2 Clair Series or equivalent incl. seat cover , Chair Bracket etc.

complete as per direction of engg. In charge.(N.S.)

Providing and fixing wsh down water closet (Europe an

type, W.C.Pan) with integral P or S trap including jointing the trap

121 2 with soil pipe in Cement Mortar1:1 (1- Cement:1-fine 1290.8 Each

sand) (Seal and cover to be measured and paid forseparately)

(A) vitreous China Pattern :(i) in white colour

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

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

122 2 waste pipe, pvcconnection etc. Complete.( size

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

123 2 or equivalent standard make as approved by engg. in 675 No.

charge all complete. (N.S.)

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

closet squatting pan including jointing the trap with the pan and

soil pipe in cement Mortar1:1 (1-Cement : 1-Fine sand)(A)

Vitreous China.

Providing and fixing wash basin with single hole for pillar tap

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

125 2 and making good the same but excluding fittings. (A) 1400.18 Each

Vitreous China: (ii) Flat Back wash basin 550 mm x v 400 mm

size.(i) In white colour.

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

painted white including cutting holes in walls and making

good the same but excluding fittings. © Vitreous China Sink.

(i) 600 mm x 450 mmx 150 mm size

Providing and fixing 600 mm x 450 mm bevelled edge

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

or ply wood sheet and fixing to wooden pluge with C.P. brass

screws and washers.

Providing and fixing chromium plated brass halftrun flush cock of

approved quality including fixing in pipe line etc. complete.

Provdg. & fixing White / Color Vitreous china Counter wash

basin with signle hole for pillar tap of "Cera " - Concord

series of 550 x425 mm size to be fiited in stone counter with

necessary brackets painted white incl. cutting holes and

129 2 making good the same .Cost Includes P/F C.P. brass

waste coupline, 32 mm dia fisher union ,15 mm dia. Pillar cock

& Angle cock of " Ess Ess"- Trend series ,32 mm dia.

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

Providing and fixing washbasin with single holefor pillar tap with

C.I. or M.S. brackets painted white including sutting holes and

130 2 making goodthe same but excluding fittings.(A) Vitreous China:(ii)

Flat Back washbasin 550 mm x v400mm size. (i) In white colour.

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

131 2 Equivalent Make for Kitchen Platform of size : 24":x18" as per 4,650.00 No.

Direction of engg. In charge

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

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

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

Providing and fixing 600 mmx120 mm glass shelf with C.P.

133 2 brass bracket and guard rail complete mixed to wooden plug 561.03 Each

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 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 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 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 fullway

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 flush

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

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 qualit including conecting

the Urinal with waste pipe, tap etc.complete. (A) White earthen

ware flat back or corner type size 430mm x 260mm x

Providing and fixing Urinal of approved quality

including connection with trap and with integral longitudinal

flush pipe. (A) Squating plate pattern white earthen ware

Providing and fixing chromium plated, bottle trap with

necessary couplings of approved quality for wash basin.

Providing and fixing ball cock ofapproved quality as directed.

(A) Copper Metal (i) 25mm dia.

Providing and fixing ball cock of approved quality as

directed. (B)Abonite (i) 25mm dia.

Filling with good Quality thor as and where directed by

the Architect / Engineer-in-charge, in sunk in layers of 15 cm.

146 2 thickness, including watering, ramming well etc. complete, as

directed by the Architect / Engineer-in-charge .

Providing laying and jointing in true line and level 15 mm dia.

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

make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on

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

shall be concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing the same with

solvent, including cost of all materials.adhesive

Providing laying and jointing in true line and level 25 mm dia.

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

make PRINCE/ SUPREME/ ASTRAL/ FINOLEX orequivalent

as approved by Engineer In Charge. Pipe shall be fixed on

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

shall be concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 32 mm dia.

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

make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on

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

shall be concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 40 mm dia.

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

make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on

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

shall be concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 50 mm dia.

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

make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on

the wall with the help of clamp at 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 and 19 mm width and weighting 13 kg/100

mt. (Average) as per manufacture's specification. The rate

shall also include providing and fixing 1.20 mt.total long

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

RCC column, angle posts shall be painted with one coats of red

oxide and two coats of enamel paint of approved quality at top

Fixing sun film for protection sunlight in black or any colour as as

152 2 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.

153 2 & Bitumen Washers, Silicon paste application for fixing the

sheet . Rate also includesnecessary bending, cutting, labor

charges , Zinc Primer coat & Two coats of oil painting of color

as approved by consultants & making good the wall. (N.S.)

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

154 2 Supporting Brackets. (N.S.)

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

155 2 operator, dirver etc.. ( 12 hours sift 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

156 2 carryout different works during monsoon for 12 Hrs. Shift. 1,661.02 No.

Work shall be carried out as per the instrucitons of Engineer

In-Charge.No extra charged shall be paid for night shift.

Roller Blind Providing and fixing Roller Blind curtain fixed

on window level on wooden batten and curtain lift with

cotton thin rope, make of aerolax or equivalent design and

157 2 colour as per instruction by engineer – in – Charge with

necessary hardware fitting, material and labour etc

Providing & Fixing Door closer - Door closers (Heavy type of

158 2 number) Hardwire or Everite Prabhat or Equivalent

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

bar bent to shape with hooked ends of R.C.C. slabs during laying

incl. painting the exposed protion of loops, all as per standard

design complete.

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

160 2 cement mortar 1:1 including neat cement finishing, watering etc. 23.45 Rmt

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

162 2 agent material with water in suItable proportion anti corrosive 530 Smt

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

163 2 water pumps withmotor and required cable and switch board of 6,800.00 Set

approved brand and make etc.comp.as directed.

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

2 including bending, binding and placing in position complete up to 66.59 Kg.

a floor two level

ProvidingTMTBarFE500/500Dreinforcement for

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

complete upto floor two level placing in position complete upto

floor two level placing in position complete upto floor two level

Providing and fixing 30mm thick solid both side prelam PVC door

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

with EL-7 section frame

Conveyance charge of Earth,Lime, Murrum, building rubbish

165 2 earch manure or sludge and excavated rock and fly 235.51 Cu.M.

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

Providing and laying polished granite stone slab 18 mm thick in

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

166 2 mortar 1:3 (1 cement:3 coarse sand) and jointed with gray

cement slurry including rubbing & polishing etc.complete.

Wall panelling with 12 mm MDF fixed to existing alluminium

framing and making grove as per design and finished with

167 2 royal plastic paint as per instruction of engineer incharge.

Providing and laying 15mm bamboza wooden flooring

as per architect's drawing with all necessary details as

168 2 directed by the project consultants. Use underlay for 2,690.00 Smt

better result as per Detail specifications and directed by the

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

Applying two coats of Birla (whitecementbased) or Asian

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

169 2 approved brand and manufacture on new wall surface to give an 40.19 Sq.M.

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 evenshade after

170 2 thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

Providing and fixing flush door shutters, solid core

construction with frame of first class hardwood with cross

board and face veneer or plywood face panels, with both

side 1 mm laminate finishing including anodized

aluminum butt hinges with necessary screws. Decorative

type and pine wood core anodized minimum 3 no 150 mm

long aluminum butt hinges in flush door shutters with 2 no

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

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

Decorative both side laminated Flush door 35 mm thick. with

frame of 10 cm x 7 cmt Indian teak wood frame including

all necessary fitting fixtures hardware screw and

adhesive etc fixing up to all lead and lift height up to 45 mtr

from GL etc complete as per direction of engineer in charge

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

engineer in charge same as lal darwaja garden pattern consisting

of 3'dia. M.S black pipe 'A' class 5'4" ht. fixed at 8'9" c/c in C.C

1:2:4 block of 9"x9"x9" size chain link jali of size 2"x2"x10 gauge

172 2 fixed in 35x35x5 mm MS angle frame 8'x4' size with MS flat of 1,230.00 Rmt

size 25x3 mm welded jali etc.comp.The jali is to be welded to MS

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

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

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

Providing & Fixing masonary wall with porbandar lachiya stone

with well dressed grooveas per directed by engg.in charge for

foundation, plinth or super structure level (above plinth level upto

173 floor two level) in cement mortar 1:5 (1-cement : 5-fine sand)

incl.pointing the joint with white cement and yellow oxide powder

in proportion to match stone colour the joints should be thread

grooved as per exi. lake stone pitching apperance

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

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

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

2 (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 380 mm-H

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

size black trap aggregate of Sevaliya/Timbaor

equivalent quality for pre-cast blocks,

reasonablyexposed finish/ formwork , mould with

well equippedwith vibratory system for kerb stones of

approved design including curing, etc. complete, including

thecost of formwork etc. complete. The rate shall also

174 2 include necessary cutting of asphalt, fixing the 393 Rmt

Kerbstones in line and level on 5 cm thick sand bedding

withnecessary equipments and materials. The rate shall also

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

thekerbstones. Filling of zari alone the sides of the kerbstone

fixed with Bituminous concrete Bituminousconcrete /

C.C. mixed in proper position to flush withthe road surface

as directed by Engineer in change to form a portable

mixture.a) Laying on 5 cm thick Sand Bedding

Providing and Laying of Rubber Moulded Paver Block

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

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

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

service lanes and other areas as mentioned in the drawing /

instruction of engineer in charge. Cost includes formworks using

rubber mould, Rate providing and laying paver blocks as per

required grading and specification. The paver block shall be

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

executed in line and level by skill mason of flooring work only. It

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

to be necessary. if cutting of paver block necessary then it should

be cut by machine only and carting. The finished surface of the

paver block shall have resonably good, plain finished. Paver

blocks shall be compacted and shall be relaid if necessary.

Gravel or such type of materials shall not be allowed for

production. Laying on 5 cms thick sand

Provoding and fixing flush door shutters, solid core construction

with frame of first class hard wood with cross board and face

veneer or ply wood face panels, including anodised alluminium

butt hinges with necessary screws. (B) Non- decorative type and

block board core anodised alluminium butt hinges in flush door

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

paving with cement pointing in CM 1:2, including watering,

ramming etc comp. as dir.For pavement

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

177 2 / Nibhada Stone in Line & Level

Box type metal letters forming composite box made from 1mm

thick stainless steel plate of grade 304 having brush finish of

178 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

gms/sqm (both side inclusive) as per IS : 277 and consisting of

angle cleats of size 25 mm wide x 1.6 mm thick with flanges of

mm and 37mm, at 1200 mm centre to centre, one flange fixed to

the ceiling with dash fastener 12.5 mm dia x 50mm long with

6mm dia bolts, other flange of cleat fixed to the angle hangers of

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

size and other end of angle hanger fixed with intermediate G.I.

channels 45x15x0.9 mm running at the spacing of 1200 mm

centre to centre, to which the ceiling section 0.5 mm thick bottom

wedge of 80 mm with tapered flanges of 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.

179 2 wire at every junction, including fixing perimeter channels 0.5 mm

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

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

plugs at 450 mm centre, with 25mm long dry wall screws @

mm interval, including fixing of gypsum board to ceiling section

and perimeter channel with the help of dry wall screws of size

x 25 mm at 230 mm c/c, including jointing and finishing to a flush

finish of tapered and square edges of the board with recomme-

nded jointing compound , jointing tapes , finishing with jointing

compound in 3 layers covering upto 150 mm on both sides of joint

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

manufacturer’s specification and also including the cost of making

openings for light fittings, grills, diffusers, cutouts made with

frame of perimeter channels suitably fixed, all complete as per

drawings, specification and direction of the Engineer in Charge

but excluding the cost of painting.

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

x 500 x 50 mm, Size per color End Cape 350 MM x 175 MM x

MM TOP DESIGN - Lining Top flat ANTI SKID PATTERN FOR

GRIP COLOUR :- YELLOW & BLACK BODY MATERIAL :-

180 2 MODIFIED THERMOPLASTICS (Polymer Rubberized ) • ECO 2,185.00 Rmt.

FRIENDLY RECYCLE RUBBER Packing :- 4 pcs/ woven Bag

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

END CAPE :- 2 HOLE HEX Bolts with Washer Epoxy for Bolt

Fitting etc. complete as directed by EIC .

Providing and fixing of Roller blind curtain/blackout. The fabric

shall be woven from formulated platisol extruded over a polyaster

yarn.The fabric shouldl be weaved to provide subtle view of the

181 2 side of the blind and should offer elimination of glare and sunlight

radiance upto a minimum of 80%.The fabric shall be flame

Providing and fixing PVC/Gpsysum plain colour false ceiling

with grid type with aluminium frame from gypsteel, fastners

,props, Finishing as per architectural drawing allowing

182 2 openings for A.C. Diffusers, Light/Electrical Points etc

–complete, Prior to fixing on frame.(Brand : Anutone

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

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

183 2 water tight G.T.Stone including fixing of covervSquare mouth trap 1,263.15 No.

100 mm x100 mm size P-Trap

Providing cement vata (10cmx10cmsize) quarter roundin cement

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

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

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

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.)

187 2 and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- 2903.89 Each

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

foundation concrete 1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating coat of neat cement on

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

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

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

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

(Light duty) 455mm x 610mm intenal dimensions total weight of

cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.)

and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

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

foundation concrete 1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating coat of neat cement on

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

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

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

kerb having size of 75 x 300 x 300 mm depth and as per design

189 2 conveying it to the site, jointing into C:M 1:3 and racking out the

joints incl. necessary excavation of asphalt, soil etc..completed.

Constructing a cooking Sandwich platform 60 cm. width and

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

190 8 with (ii) Fixing black Granitee 30mm thick laid on precast R.C.C. 754.95 Rmt.

(1:2:4) slab with plastering on exposed faces of wall in C.M. (1:4)

Providing and fixing hard drawn steel wire fabric 75mm x 25mm

191 8 mesh or weight not less than 7.75 kg. per Sq.M. to window 754.65 Smt

frames etc. including60 x 20mm beading of teak wood.

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

192 8 application of 15 mm plaster on R.C.C.& masonary joints as per 35 Rmt.

dir.of engg.in charge

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

2-coarse sand : 4-graded stone aggregate 20mm nominal size)

193 8 laid in one layer and finished with a floating coat of neat cement.

(A) 50mm thick.

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

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

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

walls, including cost of form work and reinforcement, with inside

194 5 and outside plaster in CM 1 :3 and water proofing treatment as 6.5 Litre

per IWP specification, including injection, grouting, etc. complete.

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

size medium duty CI manhole cover/s at top, including wash out

pipe line and inlet and outlet connections etc. complete.

Providing and fixing PVC Printed pain colour false ceiling with

grid type with alluminium frame consisting of 600mm x 600mm

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

made using anodized alluminium T section of size 1 x 1 (235 x

25mm, 19 gauge or 1 mm thick) in square pattern of grid sizes of

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

195 5 from the cceiling with the help of G.I. hook and G.I. wire/6mm

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

aluminium frame work is supported on side wall with the use of

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

complete as per direction of Engineer in charge. Manufactures

specification and drawing.

Providing and supplying of labour for necessary manual

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

196 5 other work as directed by Engineer In charge. The Rate includes

Handcart with Mazdoor

A 5 Mukadam/supervisior/karigar 425 No

B 5 Fitter/Plumber/Mason 697 No

C 5 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 site to 1500 No

E 5 Mazdoor at Day Female 450 No's

E 5 Mazdoor at Day Male 493 No's

Supplying electric breaker machine for RCC slab or asphalt

demolishing work on site by using operator, fuel, power supply

etc.complete as directed. (no payment should be allowed for non

197 5 working condition of machinery and for pipe line excavation and

M.H. work. Allowed only for break down work) (Based on

Previously approved rate by CE sir )

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation

198 (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 frame

200 2 for Gulley trap (Standard pattern) te weight of cover to be not less 491.8 Each

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

working pressure polythene pipes of the following out side Dia

201 Low densidy, complete 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 exceeding 20 cm. in

202 15 depth consolidating each disposited layer by ramming and

Filling in plinth with sand under floors including watering ramming,

203 2 consolidating and dressing complete

Filling in foundation and plinth with murrum or selected soil in

204 3 layers of 20cm. thickness including watering, ramming and 286.2 cumt

consolidating etc. complete

Filling in Sunken Portion with good Quality Aerated light weight

concrete block having crushing strength not less than 35 kg/sqcm

205 2 and where directed by the Architect / Engineer-incharge, in sunk 4559.61 cumt

in layer. including watering, 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

206 1 3:1) and two coats of undiluted elastomeric waterproofing liquid 562.4 sq mt

(dry film thickness of complete application/system not less than

500 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 1.392 treatment of roofs, balconies, terraces etc consisting of following

(a) Applying a slurry coat of neat cement using 2.75 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 treatment.

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

mm to 115 mm size with 50% of cement mortar 1:5 (1 cement :

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 :

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-

(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 charges and

208 20.00 Labour Charges For Erection And Fixing Spring for smooth and 523.00 No

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 movement is achieved by

209 1.00 synchronised movement of 04 links mounted on Two Number of 9990.00 No

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 Compound Wall Repairing Around Different AMC Plot In Gota Ward

And Other Ward in North West Zone..

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.8,500.00 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.29/01/2026 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.31/01/2026 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 Compound Wall Repairing Around Different Rs. 8,50,000.00 Rs.8,500.00 11 months

AMC Plot In Gota Ward And Other Ward in (Ex.monsoon)

North West Zone.

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.30/01/2026.

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 : Compound Wall Repairing Around Different AMC Plot In Gota Ward And

Other Ward in North West Zone.

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

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

1.3.1 Road Works

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

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

necessary labor with instruments and appliances;

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

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

respects in accordance with the provisions of the Contract.

2. Eligible Bidders

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

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

The bidders shall have a registration with State PWD, and/or CPWD or AMC or equivalent. If contractor

is not registered with AMC in the relevant class, on award of contract he shall be required to register

himself with AMC within 3 month's time Bidders shall provide such evidence of their continued eligibility

satisfactory to the Employer, as the Employer shall reasonably request.

3. Eligible Material, Equipment and Services

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

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

4. Qualification of the Bidder

4.1 To be qualified for award of Contract, bidders shall:

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

General information

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

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

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone / Mobile no:

5 E-mail addresses:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

4.2 Disqualification

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

of the following reasons:

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

included in document.

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

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

awarded against the applicant or financial failure due to bankruptcy.

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

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

limit or not responsive to Engg.incharge instruction.

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

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

5 Debarment/Black listing

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

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

6. Cost of Bidding

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

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

7.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain

for itself on its own responsibility all information that may be necessary for preparing the bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

bidder's own expense.

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

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

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

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

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

expenses incurred as a result of the inspection.

B. Preparation of Bids

8. Language of Bid

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

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

literature furnished by the bidder may be in another language provided they are accompanied by

an accurate translation of the relevant passages in the English language, in which case, for

purposes of interpretation of the bid, the English translation shall prevail.

9 Documents comprising the Bid

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

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

Tender Document:

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

ii) Power of Attorney

iii) Information as specified.

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

Instructions to Bidders (ITB).

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

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

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

10.1 Unless stated otherwise in the bidding documents, the Contract shall be for the whole Works as

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

submitted by the bidder.

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

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

words) for overall items of the Works provided in the Bill of Quantities along with total bid price

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

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

Employer on actual measurement onsite when executed.

Any corrections should be initialed.

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

11. Bid Validity

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

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

shorter period.

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

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

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

without forfeiting his bid security. A bidder agreeing to the request will not be required or

permitted to modify his bid but will be required to extend the validity of his Bid Security for the

period of the extension, and in compliance with Clause 14 in all respects.

12. Bid Security

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

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

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

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

of India (RBI).

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

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

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

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

promptly as possible.

12.3 The Bid Security of the successful bidder, along with second and third lowest tenders, will

be returned when the bidder has furnished the required performance security and signed the

12.4 The Bid Security may be forfeited

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

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

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

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

13. Format and Signing of Bid

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

Instructions to Bidders.

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

duly authorized to sign on behalf of the bidder.

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

instructions issued by the Employer, or as necessary to correct errors made by the bidder, in

which case the person or persons signing the bid shall initial all such corrections.

C. Submission of Bids

14.1 The inner and outer envelopes shall

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

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

Building, Near Manav Mandir, Memnagar, Ahmedabad - 380

b) Bear the following identification:

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

TENDER FOR Compound Wall Repairing Around Different AMC Plot In Gota Ward And Other Ward in North

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: Compound Wall Repairing Around Different AMC Plot In Gota Ward And Other

Ward in North West Zone.

Addl.City Engineer (North West Zone)

"North West Zone, Zonal Office",

Nr. Atithi Hotel,

Ahmedabad. Gujarat

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

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

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

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

My/our offer works out as under:

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

Net Amount Net Amount

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

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

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

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

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

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

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

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

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

before the expiry of that period.

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

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

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

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

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

Dated this ____________ day of _______________

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

Address (in block capitals)

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

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

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

Seal and Signature of the Bidder Addl.City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 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 : Compound Wall Repairing Around Different AMC Plot In Gota Ward And Other Ward in

North West Zone.

Name of Work: Compound Wall Repairing Around Different AMC Plot In Gota Ward And Other

Ward in North West Zone.

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 foundations

2 etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by Cmt

ramming and watering.

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

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

formworkin (A) Foundation and Plinth.

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

4 aggregates 40mm nominal size) and curing complete excluding cost of formworkin(A) Cmt

Foundation and Plinth

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

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

formworkin (A) Foundation and Plinth.

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

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

wall caps/coping

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

7 aggregates 20mm nominal size) curing complete excluding cost of formwork and

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

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

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 minal size) for reinforced concrete chhajjas not exceeding 10 cm.

8 thickness upto floors two level including finishing the exposed surfaces with cement mortar Cu.M.

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

curing complete excluding cost of reinforcement.

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

9 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.

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

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

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 strength

12 not less than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1-Cement :6

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

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

Half brick masonry in common brunt clay building bricks having crushing strength not

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

and Plinth conventional brickwork

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

level (B) conventional

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

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

supporting floor to celling not exceeding 4 M & removal of the same for in situ

reinforced or plain concrete work upto floor four level

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

(B) 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

buttresses & string course & the like.

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

Lintels Not Exceeding 1 M In Depth.

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

g (2) Circular or curved in plan. Smt

(H) (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 butt

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

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

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

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

Providing and fixing glazed louvered glass windows and ventilators with teak

20 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 teak

21 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 iron oxidixed

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

etc, complete.(ii) Fully Panelled.

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

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

fastenings including primer coat of approved quality and two coats of oil painting etc, complete.

(iii) Partly panelled and partly glazed.

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

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

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

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

heat moulded PVC ‘C’ channel of size 30 x 50 mm formings tiles, and 5 mm thick 75 mm

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

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

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 rails T iron

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

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

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

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

26 mm dia. pulley, 40x40x6 mm angle and T-iron guide rail at top and bottom 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 bottom section at 114.3x44.45

mm at(1.37kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing & installing

5 mm thick approved color Acrylic sheet of standard quality fixed with glazing chips on

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

engg.in charge.(N.S.)

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

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

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

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

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

member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick transparent

bronze colour tinted float glass with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc complete for window.

Providing & Fixing in position Alluminium vents with frame using approved anodised

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

29 units equivalent Approved Rate)Frame section of 63.50 x 38.50 mm. (wt. 0.68Kg/Rmt) Sq. M.

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

Providing and fixing standared extruded of alluminium section of size 63 mmx38.10

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

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

complete for Ventilation

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

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

32 white, black or white and blak marble cihps of required sizes from 1 mm to 4 mm nominal size Sqm

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

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

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

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

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

33 from smallest 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 marble powder mix: 7-marble chips by

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

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

bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush

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

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

pointing in white cement.

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

36 Golden Letters Discription as per instructions of engg. in charge to M.S. frame No.

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

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

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

finishing with flush pointing inwhite cement.

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

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

white cement slurry

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

39 mm thick cement plaster 1:3 (1-cement:3- coarse sand) and jointed with white cement 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 ) finishing Sq. M.

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 adhesive material

including dismentaling of existing flooring and jointed with color cement 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 putty:1.5-coarses and)

laid over and jointed with grey cement slurry mixed with pigment to match the shade of

slab including rubbing and polishing etc. complete. (A) 25 mm thick

Providing and laying marble stone slab flooring over 20mm (average)base of cement mortar 1:6

43 (1-cement : 6 coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with Sq.M.

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

44 of cement mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 laid over and jointed with Sq.M.

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-

46 graded stone aggregate 20mm nominal size) laid in one layer and finished with a floating Sq.M.

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

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

47 graded stone aggregate 20mm nominal size) laid in one layer and finished with a floating Sq.M.

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

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

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

48 bring mortar creme out upto surface using white cement including rounding off Sqm

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 or L

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

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

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

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

Providing and fixing five courses water profing treatment with bitumen felt consisting

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

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

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

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

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

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

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

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

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

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

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

55 level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick Sqm

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

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

all dirt, dust, mortar drops and other foreigh matter.

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

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

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

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

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

other foreign matter.

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

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

including a priming coat with distemper primer of approved brand and

manufacture after thoroughly brushing the surface free from mortar dropping and

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

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

and manufacture.

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

61 undecorated wall surface to give an even shade including throughly brushing the surface free Sqm

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 of

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

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

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

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

priming paint brushing red lead.

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

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

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

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

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 with

67 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 metal

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

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, anti

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

matter.(75 mm dia)

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

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

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

matter.(100 mm dia)

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

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

all dirt, dust and other foreign matter sand papering and stopping. (a) Ready mixed paint

brushing wood primier pink.

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

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

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

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

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)

76 to give an required shape even shade after thoroughly brushing the surface to remove all Sqm

dirt, and remains of loose powdered materials.etc complete

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

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

surface to give an even shade including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered 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 other Sq.M.

foreign matter.

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

79 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

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 of

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

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

Dismentling steel work including distempering and stacking the materials with all lead

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

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

material within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

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

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

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.Ipipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps

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

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

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

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

(with Hand Scraping.)

Removing and scraping of old deteriorated plaster of any thickness from wall

91 / 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 hot

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

Providing & Fixing in position Alluminium doors with frame using approved quality

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

Frame sections 101.6x44.45 mm (b) Shutter bottom vertical & top section

83.5x44.45 (wt.1.31 kg/mt.)(at 1.31 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm at

(1.37 kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing & installing

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. 1.31 kg/mt.)( at 1.31 kg/mt)

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

100x44.3 wt. (1.37 kg/mt ) incl. providing & installing 5 mm thick Glass of standaed

quality fixed / 12 mm thick Laminated sheet with glazing chips (wt. 0.13 kg/ Rmt) in

panels etc. comp. as per Detail Given & direction of engg.in charge.

Providing & Fixing in position Alluminium window 2/3/4 track sliding / fix type with

frame using approved anodised extruded alluminium section as approved by Engg.

In charge.(Jindal alluminium) units equivalent. including P/F installing 5 mm thick

clear/tinted Glass of standard quality etc.comp.

Providing & Fixing in position Alluminium vents with frame using approved anodised

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

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

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

Providing and fixing of Ridge flashing for roof panel shall be made out of

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

steel grade confirming to IS 14246:1995 and shall have zinc coating of minimum

gsm as per IS:277:1992, 5-7 microns epoxy primer on both side of the sheet and

polyester top coat 15-18 micron. The PP GI Sheet shall have plastic protective guard

film of minimum 25 microns to avoid scratches during transportation. The ridge shall be

fixed to the steel members by poprivetor self drilling/self stitching fastners @

maximum 450mm c/c along length of capping/flashing etc complete .

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

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

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

with all necessary details as directed by the project consultants. Use underlay for

better result as per Detail specifications and directed by the project consultants. (N.S.)

Approved Rate )

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts

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. per Rmt

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

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

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,

104 (1:6) in front and dwarf wall 1.0 Mt. high and 23 cm. thick cement plaster to masonry / in Rmt

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

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

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

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 recommended one litre chemical emulsion diluted with 19 liters of kerosene. Total diluted Smt

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

Applying general insecticide pest control treatment to floors, cupboards etc including labour

materials etc. complete. Using Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075%

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

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

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

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

I.S.specification. Using Chlordene and Chior purfiles 20 EC. As Per 6131_paret-II

Consentration Weight on percentis recommended i.e one litre 20 EC chemical emulsion

with 19 liter give 1% concrentration inclusive of one litre chemical emulsion appication

attherate of 5 Litre chemical /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 liter oil Smt

base. Total solution will be 20 liters inclusive of one liter chemical emulsion application at the

rate of 7.5 litre chemical / Sqm of surface is recommended as per I.S.S

Providing erecting and fixing double coated Syntex or equivalent PVC.(ISI) water

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

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 the

114 following nominal bore, and tube fitting (Earth work in trenches to be measured and

paid for separately)

Making connection of galvanised Mild steel distribution branch with galvanised mild steel

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

and threading the pipes complete.

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

116 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 10.0 Kg.F/Cm2 working pressure polythene

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

compression type fittings, wall clips etc. including making good the wall ceiling and floor.

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

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

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 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 closet

120 with integral P trap of "Cera" - Clair Series or equivalent incl. seat cover , Chair Bracket etc. No.

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.

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 including

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

sand)(A) Vitreous China.

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

125 painted white including sutting holes and making good the same but excluding fittings. Each

(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

126 holes in walls and making good the same but excluding fittings. © Vitreous China Sink. (i) Each

600 mm x 450 mmx 150 mm size

Providing and fixing 600 mm x 450 mm bevelled edge mirrror of superior glass mounted

127 on 6 mm thick A.C. sheet or ply wood sheet and fixing to wooden pluge with C.P. brass Each

screws and washers.

Providing and fixing chromium plated brass halftrun flush cock of approved quality including

fixing in pipe line etc. complete.

(1) 20 mm dia. No.

(2) 25 mm dia. No.

c (3) 32 mm dia. No.

Provdg. & fixing White / Color Vitreous china Counter wash basin with signle hole for

pillar tap of "Cera " - Concord series of 550 x425 mm size to be fiited in stone counter with

necessary brackets painted white incl. cutting holes and making good the same .Cost

Includes P/F C.P. brass waste coupline, 32 mm dia fisher union ,15 mm dia. Pillar cock

& Angle cock of " Ess Ess"- Trend series ,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

130 white including sutting holes and making goodthe same but excluding fittings.(A) Vitreous No

China:(ii) Flat Back washbasin 550 mm x v400mm size. (i) In white colour.

Providing & Fixing S.S.304 Grade Sink of Nirali / Krishna or Equivalent Make for Kitchen

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

Providing and fixing C.P. brass towel rail comlete with C.P.brass brackets fixed to

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

Providing and fixing 600 mmx120 mm glass shelf with C.P. brass bracket and guard rail

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

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

Providing and fixing screw down bib taps of following size. (A) Brass screw down bib tap

polished bright.

(i) 15mm dia. Each

(ii) 20mm dia. Each

Providing and fixing screw down bib taps of following size. (B) Brass chromium plated screws

(i) 15mm dia. Each

(ii) 20mm dia. Each

Providing and fixing screw down bib taps of following size. © Gun metal screw down bib

(i) 15mm dia. Each

(ii) 20mm dia. Each

Providing and fixing pillar tap, capstan head, screw down high pressure with screws,

shanks and back nuts.

(i) 15mm dia. Each

(ii) 20mm dia. Each

139 Providing and fixing Gun metal check or non-return fullway wheel valve.

(i) 15mm dia. Each

(ii) 20mm dia. Each

(III) 25 MM DIA Each

(E) 40mm dia Each

Providing and fixing chromium plated brass half trun flush cock of approved quality

including fixing in pipe line etc. complete.

(i) 20mm dia. Each

(ii) 25mm dia. Each

(iii) 32mm dia. Each

Providing and fixing Urinal or approved qualit including conecting the Urinal with waste pipe, tap

141 etc.complete. (A) White earthen ware flat back or corner type size 430mm x 260mm x Each

Providing and fixing Urinal of approved quality including connection with trap

142 and with integral longitudinal flush pipe. (A) Squating plate pattern white earthen ware Each

Providing and fixing chromium plated, bottle trap with necessary couplings of approved

quality for wash basin.

Providing and fixing ball cock ofapproved quality as directed. (A) Copper Metal (i) 25mm

145 Providing and fixing ball cock of approved quality as directed. (B)Abonite (i) 25mm dia. Each

Filling with good Quality thor as and where directed by the Architect / Engineer-in-

146 charge, in sunk in layers of 15 cm. thickness, including watering, ramming well etc. complete, Cmt

as directed by the Architect / Engineer-in-charge .

Providing laying and jointing in true line and level 15 mm dia. U.P.V.C. Pipe (SCH-40) for

cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with solvent, including

cost of all materials.adhesive

Providing laying and jointing in true line and level 25 mm dia. U.P.V.C. Pipe (SCH-40) for

cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX orequivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level 32 mm dia. U.P.V.C. Pipe (SCH-40) for

cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level 40 mm dia. U.P.V.C. Pipe (SCH-40) for

cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level 50 mm dia. U.P.V.C. Pipe (SCH-40) for

cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at 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 and 19 mm width and weighting 13 kg/100 mt.

(Average) as per manufacture's specification. The rate shall also include providing

and fixing 1.20 mt.total long MS angle 40 x 40 x 6 mm @3.00 mt.c/c spacing embaded in

RCC column, angle posts shall be painted with one coats of red oxide and two coats of

enamel paint of approved quality at top compound wall.

Fixing sun film for protection sunlight in black or any colour 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, Silicon

paste application for fixing the sheet . Rate also includesnecessary bending, cutting, labor

charges , Zinc Primer coat & Two coats of oil painting of color as approved by consultants

& making good the wall. (N.S.)

154 Providing 2 mm thick F.R.P. Gutter with necessary M.S. Supporting Brackets. (N.S.) Rmt

Hiring charges for J.C.B.machine inclduing cost of fuel, operator, dirver etc.. (

hours sift day/night) (N.S.)

To provide tractor with hydraulic trolley, driver, 4 Nos. of Labor with all tools like bucket drum,

showels, trikam, pavadas, etc, to carryout different works during monsoon for 12 Hrs. Shift.

Work shall be carried out as per the instrucitons of Engineer In-Charge.No extra charged

shall be paid for night shift.

Roller Blind Providing and fixing Roller Blind curtain fixed on window level on wooden

batten and curtain lift with cotton thin rope, make of aerolax or equivalent design and

colour as per instruction by engineer – in – Charge with necessary hardware fitting,

material and labour etc complete.

Providing & Fixing Door closer - Door closers (Heavy type of 765 number) Hardwire or Everite

Prabhat or Equivalent

Providing and fixiing M.S. Fan clamps type 1 of 16 mm dia M.S. bar bent to shape with hooked

159 ends of R.C.C. slabs during laying incl. painting the exposed protion of loops, all as per standard No.

design complete.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat

cement finishing, watering etc. complete.

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

162 agent material with water in suItable proportion anti corrosive treatment on exposed Smt

beam,celling steel bars with safeCore R incl.all kind of labour etc.comp.including three coat

of white wash.(Approved Rate)

Providing and Fixing 1 H.P. Electrical monoblock or submarcible water pumps withmotor and

required cable and switch board of approved brand and make etc.comp.as directed.

163 .Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing

a in position complete up to floor two level

ProvidingTMTBarFE500/500Dreinforcement for R.C.C.workincluding bending,binding and

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

placing in position complete upto floor two level

Providing and fixing 30mm thick solid both side prelam PVC door shutter (sintex door-equivalent)

with necessary alluminium fitting with EL-7 section frame

Conveyance charge of Earth,Lime, Murrum, building rubbish earch manure or sludge and

excavated rock and fly ash,aggregate of any kind etc.comp.upto 5 km lead.(L.S.)

Providing and laying polished granite stone slab 18 mm thick in risers of steps, dedo and pllars

166 laid on 10 mm thick cement mortar 1:3 (1 cement:3 coarse sand) and jointed with gray cement Smt

slurry including rubbing & polishing etc.complete.

Wall panelling with 12 mm MDF fixed to existing alluminium framing and making grove as

per design and finished with royal plastic paint as per instruction of engineer incharge. (N.S.)

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

with all necessary details as directed by the project consultants. Use underlay for

better result as per Detail specifications and directed by the project consultants. (N.S.)

(Approved Rate )

Applying two coats of Birla (whitecementbased) or Asian (acryliclapy-putty) or equivalent &

169 two coats of primer of approved brand and manufacture on new wall surface to give an even Sq.M.

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

170 required shape evenshade after thoroughly brushing the surface to remove all dirt, and remains Sq.M.

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 holdfast 325 mm long

no brass tower bolt 250 mm long and two no of 150 mm long brass door handle .

Decorative both side laminated Flush door 35 mm thick. with frame of 10 cm x 7 cmt

Indian teak wood frame including all necessary fitting fixtures hardware screw and

adhesive etc fixing up to all lead and lift height up to 45 mtr from GL etc complete as per

direction of engineer in charge

P/M/F chainlink jali 8'x4' size as per details sketch & instructionof engineer in charge same as lal

darwaja garden pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht. fixed at 8'9" c/c in C.C

1:2:4 block of 9"x9"x9" size chain link jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS angle

frame 8'x4' size with MS flat of size 25x3 mm welded jali etc.comp.The jali is to be welded to MS

pipe with MS flat as instruction given.The M.S pipe and the M.S angle frame are to be painted

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

Providing & Fixing masonary wall with porbandar lachiya stone with well dressed grooveas per

directed by engg.in charge for foundation, plinth or super structure level (above plinth level upto

173 floor two level) in cement mortar 1:5 (1-cement : 5-fine sand) incl.pointing the joint with white

cement and yellow oxide powder in proportion to match stone colour the joints should be thread

grooved as per exi. lake stone pitching apperance

(A) stone masonary wall/stone dressed single faced (size 15"x8"x9") Cmt

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

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

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

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

Supplying and fixing of 300 mm-L x 15 mm-B x 380 mm-H Kerb block for Footpath in M-20

grade using 20 mm nominal size black trap aggregate of Sevaliya/Timbaor

equivalent quality for pre-cast blocks, reasonablyexposed finish/ formwork

mould with well equippedwith vibratory system for kerb stones of approved design

including curing, etc. complete, including thecost of formwork etc. complete. The rate

shall also include necessary cutting of asphalt, fixing the Kerbstones in line and

level on 5 cm thick sand bedding withnecessary equipments and materials.

The rate shall also include the flush pointing in CM (1:3) for all joints of thekerbstones. Filling

of zari alone the sides of the kerbstone fixed with Bituminous concrete

Bituminousconcrete / C.C. mixed in proper position to flush withthe road surface as

directed by Engineer in change to form a portable mixture.a) Laying on 5 cm thick Sand

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade