Necessary civil work and maintenance work in Municipal School owned by AMC in Maninagar Wrad South Zone

Name Of work :- œrûtKÍtul bKeldh Jtzobtk ytJuj Bgwrl Mfwjtubtk sYhe rmrJj Jfo <&t ytlwmtkdef

Sr. Qty Items Rate Per Amount

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) 148.75

Loose or soft soil (R&B SOR 21-22 Item

1.5 to 3.0 mt.depth (R&B SOR 21-22 Item

a 1.00 code 04B002A) Cu.M.

Filling available excavated earth

(excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding

2 3.00 20 cm. in depth consolidation each Cmt

deposited layer by ramming and watering.

(R&B SOR 21-22 Item code 4006)

Filling in plinth with sand

underfloors including watering

3 2.00 ramming, consolidating and dressing etc. Cmt

complete. (R&B SOR 21-22 Item code

Filling in foundation and plinth with murrum

or selected soil in layers of 20 cm.

4 3.00 thickness including watering, Cmt

ramming and consolidating etc. (R&B 215.54

SOR 21-22 Item code 04008A)

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 2,159.30

(A) Foundation and Plinth (upto 10 ton).

(R&B SOR 21-22 Item code 05006A)

Providing and laying cement

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

and:8-hand broken stone aggregates 40mm

6 2.00 nominal size) and curing complete Cmt

excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton). (R&B

SOR 21-22 Item code 05004A)

Providing and laying cement concrete 1:3:6

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

stone aggregates 40 mmnominal size) and

7 3.00 curing complete excluding cost of formwork Cmt

in (A) Foundation and Plinth.. (R&B SOR

21-22 Item code 05003A)

Providing and laying cement concrete

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

broken stone aggregates 20mm

8 1.00 nominal size) and curing complete Cmt

including cost of formwork in (A) wall

caps/coping (upto 10 ton).. (R&B SOR 21-22

Item code 05005A)

Providing and laying cement concrete

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

graded aggregates 20mm nominal size)

9 curing complete excluding cost of -

formwork and reinforcement. (R&B SOR

21-22 Item code 05010BA, 05011AA,

Foundations, footings, base or columns

a 1.00 and mass concrete Cmt

Slabs, landing, shelves, balconies, lintels,

b 1.00 beams, girders and cantilivers upto Cmt

floor two level 3,687.20

Independent piers, columns, and pillars, upto

c 1.00 floor two level Cmt

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

cement : 2 coarse sand : 4 graded stone

aggregates 20 mm nominal size) for

reinforced concrete chhajjas not

exceeding 10 cm. thickness upto floors

two level including finishing the

10 2.00 exposed surfaces with cement mortar Cu.M.

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

and even surface centering and form

work and curing complete excluding cost

of reinforcement. (R&B SOR 21-22 Item

Providing and laying in position Ready

Mixed M-150 grade concrete for

reinforced cement conctere work,

using cement content as per approved

Design Mix manufactured in fully

automatic batching plant and

transported to site of work intransit mixer

for a lead up to 10 kms having

continuous agitated mixer, manufactured as

per mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying, excluding 3,554.96

the cost of centering shuttering finishing

and reinforcement including cost of

admixtures inrecommended proportions as

per IS:9103 to accelerate/ retard

setting of concrete, improve work ability

without impairing strength and durability

as per direction of theEngineer-in-charge.

Without Fly Ash (Min cement level as per

latest IS456 shall be maintained)

(Cement level 320 kg ) (R&B SOR 21-22

Item code 5054)

Providing and laying in position Ready

Mixed M-200 grade concrete for

reinforced cement conctere work,

using cement content as per approved

Design Mix manufactured in fully

automatic batching plant and

transported to site of work intransit mixer

for a lead up to 10 kms having

continuous agitated mixer, manufactured as

per mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying, excluding 4,457.79

the cost of centering shuttering finishing

and reinforcement including cost of

admixtures in recommended proportions

as per IS:9103 to accelerate/ retard

setting of concrete, improve work ability

without impairing strength and durability

as per direction of theEngineer-in-charge.

Without Fly Ash (Min cement level as per

latest IS456 shall be maintained)

(Cement level 400 kg ) (R&B SOR 21-22

Item code 5055)

Providing and laying in position Ready

Mixed M-250 grade concrete for

reinforced cement conctere work,

using cement content as per approved

Design Mix manufactured in fully

automatic batching plant and

transported to site of work intransit mixer

for a lead up to 10 kms having

continuous agitated mixer, manufactured as

per mix design of specified grade for

reinforced cement concrete work

including pumping of R.M.C. from

transit mixer to site of laying, excluding 4,567.05

the cost of centering shuttering finishing

and reinforcement including cost of

admixtures in recommended proportions

as per IS:9103 to accelerate/ retard

setting of concrete, improve work ability

without impairing strength and durability

as per direction of theEngineer-in-charge.

Without Fly Ash (Min cement level as per

latest IS456 shall be maintained)

(Cement level 450 kg ) (R&B SOR 21-22

Item code 5056)

Providing and laying controlled cement

concrete / Ready Mix Concrete of M-

200 and curing complete, excluding the

14 cost of form work and reinforcement for -

reinforced concrete work in: (R&B SOR 21-

22 Item code 05024AA to 05024KA )

Foundations, footings, base of columns,

(A) 2.00 and mass concrete. Cu.M.

Walls from top of foundations /level up to

(B) 1.00 floor Four level. Cu.M.

Slabs,landing,shelves,Balconies Lintels,

(C) 1.00 Beams, Girders and Cantilever upto floor Cu.M.

two level. 4,187.70

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

(D) 1.00 Four level. Cu.M.

Staircase up to floor four level. (excluding

(E) 1.00 landing) Cu.M.

Vertical and horizontal fins up to floor

(K) 1.00 four 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

15 1.00 form work but excluding the cost of Cum

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

Slabs having more than 13 cm and upto

cm.thickness (R&B SOR 21-22 Item code

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

15a 1.00 form work but excluding the cost of Cum

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

Slabs having more than 8 cm and upto

cm.thickness (R&B SOR 21-22 Item code

Brick work using common burnt clay

building bricks having crushing

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

16 foundation and plinth in Cement -

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

(R&B SOR 21-22 Item code 06002AA to

(A) Conventional (upto 10 ton)

Extra Rate for brickwork in Above

Item for super structure above plinth level

17 upto floor two level (R&B SOR 21-22 Item -

(A) Conventional (upto 10 ton)

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

(A) Modular Per Floor

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

(B) Conventional Per Floor

Half brick masonry in common brunt

clay building bricks having crushing

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

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

sand ) in foundation and 398.20

Plinth conventional brickwork (up to

ton) (R&B SOR 21-22 Item code

Extra for half brick masonry in super

structure above plinth level upto floor

19 1.00 two level (B) conventional (R&B SOR Smt

21-22 Item code 06008E2A)

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

20 celling not exceeding 4 M & removal -

of the same for in situ reinforced or plain

concrete work upto floor four level (R&B

SOR 21-22 Item code 09001AA to

Foundation, footings, bases of columns

a 1.00 etc. and mass concrete. 114.45 Smt

(B) Flat surfaces such as soffits of supspened

b 1.00 floors slabs Landings and the like. (1) Floors 168.00 Smt

etc. upto 200 mm in thickness.

(B) Flat surfaces such as soffits of suspended

c 1.00 floor roof slabs Landings and the like. (2) 180.60 Smt

Floors etc. above 200mm in thickness.

Vertical surface such as walls (any thickness)

d 1.00 partitions and the like including attached 153.30 Smt

buttresses & string course & the like.

(ii) Sides And Soffits Of Beam,

Haunchings Cantilevers, Girders,

Bressumers And Lintels Not

Exceeding 1 M In Depth.

(G) Columns PillarsPosts and struts. (1)

f 1.00 Square Rectangular Polygonal in plan. 198.45 Smt

(2) Circular or curved in plan.

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

h 1.00 Haunchings canti-levers Girders Bressumers 173.25 Smt

and Lintels exceeding 1M.in Depth.

Providing and fixing 35 mm thick shutters

for Doors, windows and clear story

windows including anodised alluminium

butt hinges with necessary screws. (R&B

SOR 21-22 Item code 10004AA to

(A) Indian Teak Wood (ii) Fully

Glazed. 2,380.35

(B) Indian Teak Wood (ii) Fully

Panelled 3,227.70

(C) Indian Teak Wood (iii) Partly

c 1.00 panelled and partly glazed. Smt

Providing and fixing 35 mm thick shutters

for Doors, windows and clear story

windows including black enamelled

M.S.butt hinges with necessary screws.

(R&B SOR 21-22 Item code 10005AA to

(A) Indian teak wood. (i) Fully

a 1.00 Panelled.(upto 10 ton) Smt

(A) Indian teak wood. (ii) Fully

b 1.00 Glazed.(upto 10 ton) Smt

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

c 1.00 and partly glazed. (upto 10 ton) Smt

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. (R&B SOR

21-22 Item code 10007AA to 10007DA)

(A) Plywood sheet panels.

(B) Particle board panels

(C)Hard board panels.

(D) Asbestos sheet panels.

Providing and fixing 25 mm thick shutters

for cup boards etc. including black

enamelled M.S. butt hinges with necessary

screws.(A) Indian teak wood. (i) Fully 2,436.00

Panelled. (upto 10 ton) (R&B SOR 21-22

Item code 10006AA)

Providing and fixing 25 mm thick shutters

for cupboards etc. including anodised

alluminium butt hinges with necessary

screws. (A) Indian teak wood. (ii) Fully 1,904.70

Glazed. (R&B SOR 21-22 Item code

Providing and fixing 25 mm thick shutters

for cupboards etc. including anodised

alluminium butt hinges with necessary

screws. (A) Indian teak wood. (ii) Partly 2,170.35

panelled and partly glazed. (R&B SOR 21-22

Item code 10006CA)

Providing and fixing plain asbestos cement

sheet 6 mm thick in partitions

including fixing to fames with screws etc,

25 2.00 complete with 50 mm x 12 mm Smt

Deodar wood beading (Frames to be

paid separately) (upto 10 ton) Aproved Rate

Providing and fixing in partitions 4 mm

thick medium hard board of approved

quality including fixing to fames with

26 1.00 screws etc complete with 50 mm x 12 Smt

mm teak wood beading (Frames to be

paid separately) (upto 10 ton) Aproved Rate

25 mm thick wooden shelves

supported on 40 x 40 mm x 6 mm T or L

iron brackets fixed at suitable

27 5.00 distances but not exceeding 75 cm. Smt

apart with Mango wood or equivalent

quality. (upto 10 ton) (R&B SOR 21-22

Item code 10022A)

40 mm thick wooden shelves

supported on 40 x 40mm x 6 mm T or L iron

brackets fixed at suitable distances not

28 2.00 exceeding 75cm. Apart with Mango Smt

wood or equivalent quality. (upto 10 ton)

Aproved Rate (R&B SOR 21-22 Item code

Providing and fixing M.S. round or square

bars with M.S. flats at required spacing

29 5.00 in wooden frames of windows and kg

clerestory windows.(upto10 ton) (R&B SOR 46.94

21-22 Item code 10024A)

Providing and fixing M.S. grills of

required pattern to wooden frames of

windows etc. with M.S. flats at required

30 20.00 spacings and frame alround, square or kg

round bars with round headed bolts and nuts

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

(R&B SOR 21-22 Item code 10025AA)

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 95.76

or by screws (A) Ornamental Grill. (upto

ton) (R&B SOR 21-22 Item code 10025BA)

Providing and fixing glazed louvered

glass windows and ventilators with

teak wood frame 10 cm. x 7 cm. size

31 2.00 including 3 coats of oil painting to wood Smt

work etc.complete. (upto 10 ton) (R&B SOR

21-22 Item code 10029AA)

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 4,065.60

plank 12mm thick (upto 10 ton) (R&B SOR

21-22 Item code 10029BA)

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

33 5.00 anodized alluminium fixtures and Smt

fastenings including primer coat of

approved quality and two coats of oil

painting etc, complete.(ii) Fully Glazed.

(R&B SOR 21-22 Item code 10030A)

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

34 2.00 enamelled iron oxidixed fixtures Smt

and fastenings including primer coat of

approved quality and two coats of oil

painting etc, complete.(ii) Fully Panelled.

(R&B SOR 21-22 Item code 10030B)

Providing and fixing 35 mm thick shutters

for Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x

cm. size including anodized alluminium

a 1.00 fixtures and fastenings including primer coat Smt

of approved quality and two coats of oil

painting etc, complete. (iii) Partly panelled

and partly glazed. (R&B SOR 21-22 Item

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

mm x 15 mm for to p 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

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

35 5.00 mm x 2) thick, 20 mm wide cross PVC Smt

sheet as gap insert for to p rail and bottom

rail, Panelling of 5 stiles and rails with

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 ide of

the ‘c’ channel using PVC

solventcement 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 x6 mm size with top and

bottom rails T iron 40 x 40 x 6 mm with

36 2.00 mm dia steel pulleys complete with bolts, Sq.M.

units, locking arrangements, stoppers,

handles, including a priming coat of red

lead paint & approved make. (R&B SOR

21-22 Item code 11003A)

Providing and fixing 1 mm thick M.S.

sheet sliding shutters with frame and

diagonal braces of 40x40x6 mm angle

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

and corners 25 mm dia. pulley,

37 1.00 40x40x6 mm angle and T-iron huide Sqm

rail at top and bottom respactively 2,625.00

with handles, stoppers and locking

agangement etc, including applying a

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

(R&B SOR 21-22 Item code 11004A)

Providing and fixing rolling shutters of

approved make made of 80 mm wide

M.S.laths inter-locked together through

their entire length and jointed together at

theends by end locks mounted on

specially designed pipe shaft with bracket

38 3.00 plates, guide channels and Sqm

arragements for inside and out side

locking with push-pull operation

including the cost of hood cover and

spring etc. complete. (A) Shutters

having width below 3.5 M. (R&B SOR 21-

22 Item code 11005A)

Providing and fixing rolling shutters of

approved make made of 80 mm wide

M.S.laths inter-locked together through

their entire length and jointed together at

theends by end locks mounted on

specially designed pipe shaft with bracket

a 5.00 plates, guide channels and Smt

arragements for inside and out side

locking with push-pull operation

including the cost of hood cover and

spring etc. complete. (A) Shutters

having 3.5 M. & Above (R&B SOR 21-22

Item code 11005B)

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

(c) Shutter bottom section at

39 5.00 114.3x44.45 mm at (1.37kg/mt) Shutter Smt

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

Providing and fixing extruded aluminum

window having extruded aluminum Colour

Powder Coated section frame main outer size

Kg/mt,horizontal Four track member size

Kg/mt,vertical member of size 122.20mm x

40 5.00 with sliding shutters of horizontal member Sq. M.

size 40mm x 18mm x 1.29mm @ wt.of 2,500.62

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

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. (R&B SOR 21-22 Item code 11032)

Providing & Fixing in position

Alluminium vents with frame using approved

anodised extruded alluminium section as

approved by Engg. In

charge.(Jindal alluminium) units equivalent

41 5.00 Approved Rate)Frame section of 63.50 x Sq. M.

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

Providing & Installing 5 mmthick approved

color Acrylic sheet of standard quality

Providing and fixing standared

extruded of alluminium section of size

mmx38.10 mmx1.2 mm (Jindal

Section:2434, @ Wt.0.643 Kg/mt) with

colour anodized alluminium frame for 1,373.45

ventilation with 5 mm thick frosted glass

as details etc complete for Ventilation (R&B

SOR 21-22 Item code 11030)

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

Powder Coated alluminium frame with 5 mm

thick transparent bronze colour tinted float 2,141.88

glass as details etc complete for Fix Partition

R&B SOR 21-22 Item code 11037)

Providing and laying 40 mm thick marble

chips flooring rubbed and polished

(I.E.terrazo) to granolithic finish with under

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

Cement: 2-coarse sand: 4-graded stone

aggregate 10 mm and down gauge)

and to player 10 mm thick with white, black

or white and blak marble cihps of required

44 1.00 sizes from 1 mm to 4 mm nominal size laid Sqm

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)

(R&B SOR 21-22 Item code 14001CA)

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

45 1.00 (3-Cement: 1 marble powder by weight) Sqm

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) (R&B SOR 21-22 Item code

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 726.60

flush pointing in white cement. (R&B SOR

21-22 Item code 14008AA)

Providing and laying Ceramic tiles 6 mm

thick in flooring treads of steps and

landing laid on a bed of 12 mm thick cement

47 1.00 mortar 1:3 (1- cement :3-coarses and) Sq.M.

finishing with flush pointing in white

cement. (upto 10 ton) (R&B SOR 21-22 Item

Providing & Fixing 20 mm thick Mirror

Polished Decorative Granite Board with

Computerised Golden Letters

48 1.00 Discription as per instructions of No.

engg. in charge to M.S. frame

structure for Inaugaration & Public

Handover Function (N.S.)

Providing and laying Vitrified tiles 8 to

mm thick, 36''x36'' in flooring treads of steps

and landing laid on a bed of 12 mm

49 1.00 thick cement mortar 1:3 (1-cement:3- Sq.M.

coarses and) finishing with flush pointing

inwhite cement. (upto 10 ton) (R&B SOR

21-22 Item code 14008DA)

Providing and laying Vitrified tiles 8 to

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

and dedo on 10 mm thick cement plaster

50 1.00 1:3 (1- cement: 3-coarse sand) and Sqm

jointed with white cement slurry (upto

10 ton) (R&B SOR 21-22 Item code

Providing and laying Vitrified tiles 8 to

mm thick, in skrting risers of steps and dedo

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

51 1.00 cement:3- coarse sand) and jointed with Sqm

white cement slurry (upto 10 ton) (R&B

SOR 21-22 Item code 14009DA)

Providing and laying 24" x 24"

vitrified Tiles 8 to 10 mm th.

Double Charged gloosy/ Matt of Approved

make as approved by Adl.C.E. /

52 3.00 consultants in flooring over 20 mm thick Sq. M.

cement mortar 1:6 (1 cement : 6 coarse

sand)on new surface& jointed with colour

cement slurry incl with flush pointing

& cleaning the surface etc. comp.

Providing and laying 24" x 24"

vitrified 8 to 10 mm th.Double Charged

Gloosy / Matt tiles of Approved make

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

upto 10 cm high skirting as approved by

53 1.00 Engineer in charge over 10 mm thick Rmt

cement mortar 1:6 (1 cement : 6 coarse

sand)on new surface& jointed with colour

cement slurry incl with flush pointing &

cleaning the surface etc. comp.

Providing and laying polished Kota stone

slab flooring over 20 mm (Average) thick

base of cement mortar 1:6 (1-

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

(1-Lime putty:1.5-coarses and) laid over

54 10.00 and jointed with grey cement slurry mixed Sq.M.

with pigment to match the shade of slab

including rubbing and polishing etc.

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

(R&B SOR 21-22 Item code 14012AA)

Providing and laying marble stone slab

flooring over 20mm (average)base of cement

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

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

laid and jointed with gray cement slurry 1,752.45

including rubbing and polishing complete.

(A) Marble slab 25mm thick (R&B SOR 21-

22 Item code 14011A)

Providing and laying polished Kota stone

slab flooring over 20 mm (Average) thick

base of cement mortar 1:6 (1-

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

over and jointed with grey cement 867.30

slurry including rubbing and polishing

etc.complete. (B) 30 mm thick (upto

ton) (R&B SOR 21-22 Item code 14012BA)

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)

57 1.00 and jointed with gray cement slury Sq.M.

mixed with pigment to match the shade

of slab including rubbing and polishing

etc.complete. (upto 10 ton) (R&B SOR 21-

22 Item code 14013A)

Providing and laying cement concrete

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

and:4-graded stone aggregate 20mm

58 1.00 nominal size) laid in one layer and Sq.M.

finished with a floating coat of neat

cement. (A) 40mm thick. (upto 10 ton)

(R&B SOR 21-22 Item code 14015AA)

Providing and laying cement concrete

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

sand:4-graded stone aggregate 20mm

59 1.00 nominal size) laid in one layer and Sq.M.

finished with a floating coat of neat

cement. (B) 50mm thick. (upto 10 ton)

(R&B SOR 21-22 Item code 14015BA)

Providing and fixing pre-cast

concrete kerb stone of gray cement

based concrete block 30 cm length, 30 cm

height and 15 cm thick of M250 grade

60 2.00 concret as per approved design and Rmt

including excavation for fixing in proper line

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

cement :3 fine sand) etc complete. (upto

10 ton) (R&B SOR 21-22 Item code 14032)

Providing and fixing pre-cast Rubber Dye /

steel Dye inter locking concrete block 60mm

thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as

per approved design Confirming to IS

61 1.00 : 2006 including 35 mm Sand layer for Smt

levelling and filling the joint with sand in

proper line and level as per guidlines of IRC

: SP 63-2018 etc. Complete. (R&B SOR 21-

22 Item code 14033)

Providing and laying broken china mosaic

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

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

tempered to bring mortar creme out upto

62 1.00 surface using white cement including Sqm

rounding off junctions and extending 502.95

them up to15 cm along the wall, clearing

with water and oxalic acid

etc.asdirected. (R&B SOR 21-22 Item code

Providing and laying coloured glazed

tiles of the size 300 mmx200 mmx8

mm/300 mmx450 mmx8 mm in skirting,

risers of steps and dedo on 10 mm. thick

cement plaster 1:3 (1cement: 3 coarse 951.30

sand) & jointed with white cement slurry.

(R&B SOR 21-22 Item code 14036)

Providing corrugated G.I. sheet of class-3

roofing fixed with glavanished iron

J or L Hooks, Bolts and nuts 8 mm

diameter with bitumen and G.I. limpet

64 1.00 washer or G.I. limpet washer. filled with Sqm

white lead complete excluding the cost of

purlins, Rafters and Trusses. (1) 0.80 mm

thick sheet.(up to10 ton) (R&B SOR 21-22

Item code 15001A)

Providing ridges or hips 600 mm over

allin plain G.I. sheet class-3 fixed with

G.I. J or L Hooks and nuts 8 mm dia

G.I. Limpet and bitumen washer complete. 493.50

(1) 0.80 (R&B SOR 21-22 Item code

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

66 1.00 Bolts, Nuts, washers etc. including Sqm

making necessary connection with rain water

pipes. (i) 0.80 mm thick (R&B SOR 21-22

Item code 15005A)

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 329.70

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. (upto 10 ton) including

(R&B SOR 21-22 Item code 150011A)

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- 192.15

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

(R&B SOR 21-22 Item code 150012)

Providing 15 mm thick cement plaster

in single coat on Rough (Similar) side of

single or half brick walls for interior

69 1.00 plastering up to floor two level and Sqm

finished even and smooth in (i) Cement

mortar 1:3 (1-cement :3-sand) (R&B SOR

21-22 Item code 17002A)

Providing 20mm thick sand faced cement

plaster on walls upto height 10 metres above

ground level consisting of 12mm thick

70 1.00 backing coat of C.M. 1:3 (1-cement : 3-sand) Sqm

and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete. (R&B SOR

21-22 Item code 17009)

Colour washing with lime on wall surface

(two coats) over and including a

primary coat of white washing to give an

71 1.00 even shade after through brooming the Sqm

surface to remove all dirt, dust, mortar

drops and other foreigh matter. (R&B SOR

21-22 Item code 18007)

Removing dry or oil bound

distemper by a washing and scraping

and sand papering the wall surface

smooth including necessary repairs to 7.46

scratches complete. (R&B SOR 21-22 Item

Distempering with dry distemper of

approved brand and manufacture (two

coats) and of required shade on wall

surfaces of given an even shade, over

73 1.00 and including a priming coat of Sqm

whiting after thoroughly brooming the

surface free from mortar dropping and

other foreign matter. (R&B SOR 21-22 Item

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

74 1.00 and manufacture after thoroughly Sqm

brushing the surface free from mortar

dropping and other foreign matter and

also including preparing the surface even

and sand papered smooth. (R&B SOR 21-22

Item code 18021)

Extra Coat for Above Item over above

for every subsequent coat of

75 1.00 approved brand and manufacture. (R&B Sqm

SOR 21-22 Item code 18023)

Wall painting (two coats) with plastic

emulsion paint of approved brand and

manufacture on undecorated wall surface

to give an even shade including throughly

brushing the surface free from mortar 52.29

droppings and other foreign matter and sand

papered smooth. (R&B SOR 21-22 Item

Extra over item for every sub sequent coat

of wall painting with plastic emulsion paint

a 1.00 of approved brand (R&B SOR 21-22 Item Sqm

Extra over item for painting with plastic

emulsion paint of approved brand on ceilings

and sloping roofs. (R&B SOR 21-22 Item 3.57

Applying priming coat over new steel

and other metel surface after and including

preparing the surface by throughly

cleaning, oil, grease, dirt and other

77 1.00 foreign matter and scoured with brushes Sqm

fine steel wood, scrapers and sand paper

with ready mixed priming paint brushing

red lead. (R&B SOR 21-22 Item code 19001)

Painting two coats (excluding priming

coat) on new steel and other metal

surface with enamel paint, brushing,

interior to give an even shade including

cleaning the surface an even shade 57.96

including cleaning the surface of all dirt, dust

and other foreign matter. (R&B SOR 21-22

Item code 19002)

Painting one coats (excluding priming

coat) on previously painted steel and other

metal surface with enamel paint, brushing

79 1.00 to give an even shade including cleaning Sqm

the surface of all dirt, dust and other

foreign matter. (R&B SOR 21-22 Item code

Extra over item for every sub sequent coat of

80 1.00 paint. (R&B SOR 21-22 Item code 19004) Sqm

Painting two coats (excluding priming

coat) on new steel and other metal

surface with synthetic enamel paint,

81 1.00 brushing to give an even shade including Sqm

cleaning the surfaceofalldirt,dust and other

foreign matter. (R&B SOR 21-22 Item code

Painting one coats (excluding priming

coat) on previously printed steel and other

metal surface with synthetic enamel paint,

82 1.00 brushing to give an even shade Sqm

including cleaning the surface of all dirt, dust

and other foreign matter. (R&B SOR 21-22

Item code 19006)

Extra over Above item for every sub

83 1.00 sequent coat of paint. (R&B SOR 21-22 Item 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

84 3.00 brushing, black, anti corrosive to give Sqm

an even shade including cleaning of all dirt,

dustand other foreign matter.(75 mm dia)

(R&B SOR 21-22 Item code 19008B)

Painting two coats (excluding priming

coat) on external surface of new rain

water, soil, waste and vent pipes and

fittings with ready mixed bituminous

85 2.00 brushing, black, anti corrosive to give Sqm

an even shade including cleaning of all dirt,

dust and other foreign matter.(100 mm dia)

(R&B SOR 21-22 Item code 19008C)

Painting two coats (excluding priming

coat) on new wood and wood based

surface with enamel paint, interior to

give an even shade including cleaning

86 5.00 the surface of all dirt, dust and other Sqm

foreign matter sand papering and stopping.

(a) Ready mixed paint brushing wood

primier pink. (R&B SOR 21-22 Item code

Painting one coats (excluding priming

coat) on previously painted wood and

wood based surface with enamel paint, to

give an even shade including cleaning the of

all dirt, dust and other foreign matter.(b) 26.78

Ready mixed paintbrushing priming for

enamel (R&B SOR 21-22 Item code

Extra over Above item for every sub

88 5.00 sequent coat of paint. (R&B SOR 21-22 Item Sqm

Painting two coats (excluding priming

coat) on new wood and wood based

surface with ready mixed paint, brushing,

oil, gloss, semi gloss to give and even shade

including cleaning of all dust, dirt and 58.07

other foreign matters and papering and

stopping. (R&B SOR 21-22 Item code

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 75.60

powdered materials.etc complete (R&B

SOR 21-22 Item code 19031)

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 47.41

brushing the surface free from mortar

dropping and other foreign matter and sand

papered smooth. (R&B SOR 21-22 Item

Writing letter or figures on any surface

with black japan paint (stops, comas,

hyphens and the like not to be measured per letter

92 4.00 and paid for separately) (i) per

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

CM.HT) (R&B SOR 21-22 Item code

Extra over items for using thick white

paint instead of black japan paint. (i)Block per letter

93 3.00 (Letters/Figures) (R&B SOR 21-22 Item per

code 19024A) Cm/Ht

Writing letter or figures on any surface

with black japan paint (stops, comas,

hyphens and the like not to be measured per letter

94 3.00 and paid for separately) (ii) per

Indian(Letters/Figures) (R&B SOR 21-22 Cm/Ht

Item code 19023B)

Extra over items for using thick white

paint instead of black japan paint. (ii) per letter

95 2.00 Indian (Letters/Figures) (R&B SOR 21-22 perCm/H

Item code 19024B) t

Painting lines, deashes, arrows, letters etc

on roads, Air fields and like in two coats

with road marking paint, brushing including

96 1.00 cleaning the surface of all dirt, dust and Sqm

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

(R&B SOR 21-22 Item code 19025A)

Painting lines, deashes, arrows, letters etc

on roads, Air fields and like in two coats

with road marking paint, brushing including

97 1.00 cleaning the surface of all dirt, dust and Rmt

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

(R&B SOR 21-22 Item code 19025B)

Painting lines, deashes, arrows, letters etc

on roads, Air fields and like in one coats with

road marking paint, brushing including

98 1.00 cleaning the surface of all dirt, dust and Sqm

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

(R&B SOR 21-22 Item code 19026A)

Painting lines, deashes, arrows, letters etc

on roads, Air fields and like in one coats with

road marking paint, brushing including

99 1.00 cleaning the surface of all dirt, dust and Sqm

other foreign matter. (ii) Upto 10cm in

width (R&B SOR 21-22 Item code 19026B)

Demolition including stacking of

serviceable materilas and disposal of

100 1.00 unserviceable materials with all lead and Cu.M.

lift. (i) R.C.C. work (R&B SOR 21-22 Item

Demolition of Brick work and stone masonry

including stacking of serviceable materil

101 1.00 as and disposalof unserviceable materials Cu.M.

with all lead and lift.(ii) In Cement Mortar. 363.30

(R&B SOR 21-22 Item code 20003B)

Dismentaling tiled of stone floors laid in

mortar including stacking of serviceable

102 1.00 materil as and disposal of unserviceable Sqm

materials with all lead and lift. (R&B SOR

21-22 Item code 20005)

Dismentaling of sheet roofing including

ridges, Hips, Valleys, Gutters etc. stacking

of serviceable materil as and disposal

103 1.00 of unserviceable materials with all lead Sqm

and lift.(i) G.I.sheet roofing. (R&B SOR 21-

22 Item code 20007A)

Dismentling steel work including

distempering and stacking the materials

with all lead and lift. (R&B SOR 21-22 Item 2.42

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 123.90

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

SOR 21-22 Item code 20013A)

Dismentling doors, windows,

ventilators etc. (wood or steel) shutters

including chowkhats architraves,hold

fasts and other attachment etc.

complete and stacking the material with 165.90

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

area. (R&B SOR 21-22 Item code 20013B)

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

107 1.00 useful materials as directed and Rmt

disposing as directed and disposing

of the unserviceable materials with all

lead and lift. (R&B SOR 21-22 Item code

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

abd A.C. rain water pipes with fittings

108 1.00 and clamps including stacking the materials Rmt

with all lead and lift (for any dia, of pipe) 49.35

(R&B SOR 21-22 Item code 20015)

Dismantling santtary fittings like wash

basin . W.C. pan Indian and Europe an type,

109 1.00 flushing tank etc. including stacking the Each

materials with all lead and lift (R&B SOR 267.75

21-22 Item code 20016)

Scraping oil paint from steel and other

metal surface and making the surface

110 4.35 even (with Hand Scraping.) (R&B SOR Smt

21-22 Item code 20017)

Removing and scraping of old

deteriorated plaster of any thickness

from wall / R.C.C member including

111 1.00 stacking of serviceable material and Smt

disposal of unserviceable from site of work

with all lead and lift (R&B SOR 21-22 Item

Providing and fixing M.S. fan clamps

of shape and size as specified in

112 1.00 existing R.C.C. slab including cutting chase Each

and making good. (R&B SOR 21-22 Item

Cutting out cracks of roof terrace to V-

section, cleaning out, wetting, grouting with

113 1.00 cement and sand slurry 1:3 (1-cement 3- Rmt

sand ) (upto 10 ton) (R&B SOR 21-22 Item

Cutting out cracks roof terrace to V-

Section cleaning out and filling solidly

114 1.00 with a hot mixture of bitumen and Rmt

clean dry sand (1:1 by weight) (up to 10 50.19

ton) (R&B SOR 21-22 Item code 21003A)

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

115 1.00 kg/mt) © Shutter bottom section at 114.3 Sq.M.

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 /

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

116 1.00 approved by Engg. In Sq. M.

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

117 1.00 charge.(Jindal alluminium) units equivalent Sq. M.

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 top

118 1.00 coat 15-18 micron. The PP GI Sheet Sqm

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

119 1.00 per directed by engineer incharge Smt

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 2,690.00

Detail specifications and directed by the

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

Providing and fixing 1.20 Metre high

fencing with 2.0 Metre long M.S. Angle

posts 40 mm x 40 mm x 6 mm and oil

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

with five Horizontan lines and two

121 1.00 diagonals of galvanised steel barbed Rmt

wire weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with G.I,

staples including fixing the posts in

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

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

Renovation and Repairing work in

Chainlink fencing any size and also

refixing work incl. febrication work with

all materails to be painted one coat of 735.00

primer and twocoats of paint as directed

inline and level. (N.S.)

Constructing a sink (chowkedi) with

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

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

wall 1.0 Mt. high and 23 cm. thick

cement plaster to masonry / in C.M.1:3) 1,521.45

and cement concrete flooring in 1:2:4: mix

5cm.dia.drain pipe etc.complete. (R&B SOR

21-22 Item code 22003)

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)

124 1.00 8 cm. thick slab with marble chips set in Rmt

C.M. (1:6) (6 mm thick terrazo) with

plastering on exposed faces walls in C.M.

(1:4) etc complete. (R&B SOR 21-22 Item

Extra rate for using Ready Mix

Concrete of any grade for below ground

level to vertical upto any floor with

125 1.00 delivery & suction Pipe & Pump etc. The Cmt

rate includes fule, pump operator, skilled

labor, driver etc completed and as per

direction of engineer in charge

P/A Tremix with dewartering

machine and floater machine on

constructed CC work for finishing the

surface as per requirement. The rate

including all machinaries, labor, 54.00

loading, unloading, transportaion etc

complete as per direction given by

engineer incharge.

Carring out timber treatment to all wood

work including drilling holes and spraying

oil based chemical solution on surface of

timber work for termite control including

labour and material etc. complete. Using

Chlordene 20 EC. As Per

6113_part III Consentration Weight1.00

127 1.00 percent is recommended one litre chemical Smt

emulsion dillute with 9 liter of

kerosene precent concentration. Total

dillute concrentration will be 10 litre

inclusive of the litre chemical

emulsion appication 0.75 / Litre

chemical per one Sqmt printed two coat

Applying general insecticide pest control

treatment to floors, cup boards etc

including labour material etc.

complete. Using Heptachloride 20 EC.

As Per 6113_pests Consentration Weight

0.50 percentis recommended one litre

128 1.00 chemical emulsion dillute with 39 liter of Smt

water will give. Total dillute concrentration 61.43

will be 40 litre inclusive of one litre

chemical emulsion appication 0.5 Litre

chemical / Sqm of surface is

recommended as per I.S (R&B SOR 21-22

Item code 22005)

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

EC. As Per 6131_paret-II

129 1.00 Consentration Weight on percentis Smt

recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1%

concrentration inclusive of one litre

chemical emulsion appication attherate

of 5 Litre chemical / Sqm of surface

is recommended as per I.S (R&B SOR 21-22

Item code 22007)

Carrying out wall treatment for termite

control including spraying with chemical

solution in oil base (0.5 Lit./Sq.M.)

including labour and material Using

Hepachlor concentration 20 EC. As

Per IS.6316_paret-II Consentration by

Weight 0.50 percentis

130 2.00 recommended i.e one litre chemical Smt

emulsion dillute with 39 liter go fIS

concrentration total dillite concentration

will be 40 litre inclusive of one litre

chemical emulsion appication at the rate

of 7.5 Litre chemical / Sqm of surface is

recommended as per I.S (R&B SOR 21-22

Item code 22008)

Providing & Fixing Polytheline Over Head

Tank With Necessary Dia.Holes For

131 Outlet,Inlet Over Flow And Washout Litre

Necessary Washer And Checkput

Etc.Comp.(N.S.) I00105

Providing and fixing to wall, ceiling and

floor galvanised Mild steel tubes

(Medium grade) of the following

nominal bore, tube fitting and clamps

including making good the wall ceiling and

floor. (R&B SOR 21-22 Item code 23001)

(A) 15mm (upto 10 ton)

(B) 20mm (upto 10 ton)

(C) 25mm (upto 10 ton)

(D) 32mm (upto 10 ton)

(E) 40mm (upto 10 ton)

(F) 50mm (upto 10 ton)

Providing and laying in trenches

galvanised mild steel tubes (Midium

grade) of the following nominal bore,

133 and tube fitting (Earth work in -

trenches to be measured and paid for

separately) (R&B SOR 21-22 Item code

(A) 15mm (upto 10 ton)

(B) 20mm (upto 10 ton)

(C) 25mm (upto 10 ton)

(D) 40mm (upto 10 ton)

(E) 65mm (upto 10 ton)

(H) 80mm (upto 10 ton)

Making connection of galvanised Mild

steel distribution branch with galvanised

mild steel main 50 mm to 80 mm

134 5.00 nominal bore by providing and fixing Each

tee including cutting and threading the

pipes complete. (R&B SOR 21-22 Item code

Providing and fixing to wall ceiling and

floor 6.0 Kg.F/Cm2 working pressure

poluthene pipes of the following out

side Dia. Low densidy, complete with

special falnge compression type

fittings,wall clips etc.including making

good the wall ceiling and floor. (R&B SOR

21-22 Item code 23004)

Providing and fixing to wall ceiling and

floor 10.0Kg.F/Cm2 working pressure

polythene pipes of the following out

side Dia. Low densidy, complete with

special falnge compression type fittings,

wall clips etc. including making good

the wall ceiling and floor. (R&B SOR 21-22

Item code 23004)

Providing and fixing cast iron (Spun)

Nahni trap of the following nominal

diameter of self cleaning design with C.I.

screaed down or higned grating including

cost of cutting and making good the walls 400.05

and floor 100 mm inlet and 50 mm

outlet.(C)100mm dia. (R&B SOR 21-22

Item code 23008)

Providing and fixing water closet squatting

Pan (Indian type W.C.Pan) size

mm (Earth work, bed concrete, foot rest

138 1.00 and trap to be measured and paid for Each

separately) (A) Vitreous China. (I)Long

pattern = White colour (R&B SOR 21-22

Item code 23009)

Provdg. & fixing wall mounted White

/ Color Vitreous China European

water closet with integral P trap of

139 1.00 "Cera" - Clair Series or equivalent incl. No.

seat cover , Chair Bracket etc. complete as

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

Providing and fixing wsh down water

closet (Europe an type, W.C.Pan) with

integral P or S trap including jointing the

trap with soil pipe in Cement

140 1.00 Mortar1:1 (1- Cement:1-fine sand) (Seal Each

and cover to be measured and paid

forseparately) (A) vitreous China

Pattern :(i) in white colour (R&B SOR 21-

22 Item code 23010)

Provdg. & Fixing Flat Back Large Urinal of

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

141 1.00 C.P. Brass waste coupline , waste No.

pipe, pvcconnection etc. Complete.( 1,850.00

size 635 x395x420 mm )

Providing & Fixing Angle cock of " Ess

Ess" - Trend series or equivalent

142 1.00 standard make as approved by engg. in 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

143 1.00 and soil pipe in cement Mortar1:1 (1- Each

Cement : 1-Fine sand)(A) Vitreous

China.Pattern in white colour (R&B SOR

21-22 Item code 06012BA)

Providing and fixing wash basin with

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

brackets painted white including sutting

holes and making good the same but

excluding fittings. (A) Vitreous China: (ii) 933.45

Flat Back wash basin 550 mm x v 400 mm

size.(i) In white colour. (R&B SOR 21-22

Item code 23018)

Providing and fixing Kitchen sink with

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

including cutting holes in walls and

145 1.00 making good the same but excluding Each

fittings. © Vitreous China Sink. (i) 600 mm

x 450 mmx 150 mm size (R&B SOR 21-22

Item code 23019)

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 609.00

with C.P. brass screws and washers. (R&B

SOR 21-22 Item code 23024)

Providing and fixing chromium plated brass

halftrun flush cock of approved quality

147 1.00 including No.

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

dia. (R&B SOR 21-22 Item code 23032B)

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

148 1.00 holes and making good the same .Cost No.

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

32 mm dia fisher union ,15 mm dia. Pillar

cock & Angle cock of " Ess Ess"- Trend

series ,32 mm dia. Waste pipe etc.

complete as per dir. of engg. in charge.

Providing & Fixing S.S.304 Grade Sink

of Nirali / Krishna or Equivalent

149 1.00 Make for Kitchen Platform of size : No.

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

Providing and fixing C.P. brass towel

rail comlete with C.P.brass brackets fixed

150 1.00 to wooden plugs with C.P. brass Each

scews.(B) 600mm x 20mm size. (R&B 557.47

SOR 21-22 Item code 23025)

Providing and fixing 600 mmx120 mm

glass shelf with C.P. brass bracket and

151 1.00 guard rail complete mixed to wooden plug Each

with C.P.brass screws.

Providing and fixing toilet paper holder.

152 1.00 (A) C.P.Brass Each

Providing and fixing screw down bib taps

of following size. (A) Brass screw down

153 bib tap polished bright. (R&B SOR 21- -

22 Item code 23028)

Providing and fixing screw down bib taps

of following size. (B) Brass chromium plated

154 screws down Bib Tap. (R&B SOR 21-22 -

Item code 23028)

Providing and fixing screw down bib taps

of following size. © Gun metal screw

down bib tap. (R&B SOR 21-22 Item code

Providing and fixing pillar tap, capstan

head, screw down high pressure with

156 screws, shanks and back nuts. (R&B SOR -

21-22 Item code 23029)

Providing and fixing Gun metal check

157 or non-return fullway wheel valve. (R&B -

SOR 21-22 Item code 23031)

(III) 25 MM DIA

Providing and fixing chromium plated

brass half trun flush cock of approved quality

158 including fixing in pipe line etc. complete. -

(R&B SOR 21-22 Item code 23032)

(iii) 32mm dia.

Providing and fixing Urinal or

approved quality including

conecting the Urinal with waste pipe

159 2.00 tap etc.complete. (A) White earthen ware Each

flat back or corner type size 430mm x

260mm x 350mm. (R&B SOR 21-22 Item

Providing and fixing Urinal of

approved quality including

connection with trap and with integral

160 1.00 longitudinal flush pipe. (A) Squating plate Each

pattern white earthen ware 550mm x

300mm. (R&B SOR 21-22 Item code

Providing and fixing chromium plated,

bottle trap with necessary couplings of

161 1.00 approved quality for wash basin. (R&B Each

SOR 21-22 Item code 23036)

Providing and fixing ball cock ofapproved

quality as directed. (A) Copper Metal (i)

25mm dia. (R&B SOR 21-22 Item code 155.25

Providing and fixing ball cock of

approved quality as directed. (B)Abonite

(i) 25mm dia. (R&B SOR 21-22 Item code 120.23

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

164 1.00 the wall with the help of clamp at every Rmt

two metre C/C or shall be concelled as 84.87

directed including necessary fittings etc.

including testing of pipe and joints and fixing

the same with solvent, including cost of

all materials.adhesive (R&B SOR 21-22

Item code 23061)

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

165 1.00 the wall with the help of clamp at every Rmt

two metre C/C or shall be concelled as 107.29

directed including necessary fittings etc.

including testing of pipe and joints and fixing

the same with adhesive solvent, including

cost of all materials. (R&B SOR 21-22

Item code 23062)

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

166 1.00 the wall with the help of clamp at every Rmt

two metre C/C or shall be concelled as 139.20

directed including necessary fittings etc.

including testing of pipe and joints and fixing

the same with adhesive solvent, including

cost of all materials. (R&B SOR 21-22

Item code 23063)

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

167 1.00 the wall with the help of clamp at every Rmt

two metre C/C or shall be concelled as 173.03

directed including necessary fittings etc.

including testing of pipe and joints and fixing

the same with adhesive solvent, including

cost of all materials. (R&B SOR 21-22

Item code 23064)

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

a 1.00 the wall with the help of clamp at every Rmt

two metre C/C or shall be concelled as 228.61

directed including necessary fittings etc.

including testing of pipe and joints and fixing

the same with adhesive solvent, including

cost of all materials. (R&B SOR 21-22

Item code 23065)

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

168 1.00 19 mm width and weighting 13 kg/100 mt. Rmt

(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

169 1.00 black or any colour as as directd by engineer Smt

In Charge.(Market rate) 850.00

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"

170 2.00 ,G.I. & Bitumen Washers, Silicon paste SqM

application for fixing the sheet . Rate

also includesnecessary bending, cutting,

labor charges , Zinc Primer coat & Two

coats of oil painting of color as approved

by consultants & making good the wall.

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

171 1.00 necessary M.S. Supporting Brackets. Rmt

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. 3,000.00

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 3,285.00

instruction by engineer – in – Charge

with necessary hardware fitting, material

and labour etc complete.

Providing & Fixing Door closer - complete

174 1.00 of Approved make to wooden / Aluminium No.

Doors as per direction of engg. In charge. 560.00

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

175 1.00 incl. painting the exposed protion of loops, No.

all as per standard design complete. (R&B

SOR 21-22 Item code 11010)

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

quarter round in cement mortar 1:1 including

176 1.00 neat cement finishing, watering etc. Rmt

complete. (R&B SOR 21-22 Item code

Making Water connection from exi.Muni.

177 1.00 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

178 1.00 bonding agent material with water in Smt

suItable proportion anti corrosive treatment 530.00

on exposed beam,celling steel bars with

safeCore R incl.all kind of labour

etc.comp.including three coat of

white wash.(Approved Rate)

Providing and Fixing 1 H.P. Electrical

monoblock or submarcible water pumps

179 1.00 withmotor and required cable and switch Set

board of approved brand and make

etc.comp.as directed.

.Providing TMT Bar FE 415 reinforcement

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

180 5.00 and placing in position complete up to floor Kg.

two level (up to 10 ton)

ProvidingTMTBarFE500/500Dreinforcemen

t for R.C.C.workincluding bending,binding

and placing in position complete upto floor

b 5.00 two level placing in position complete upto Kg.

floor two level placing in position complete

upto floor two level(upto 10 ton)

Providing and fixing 30mm thick solid both

side prelam PVC door shutter (sintex door-

181 1.00 equivalent) with necessary alluminium fitting Smt

with EL-7 section frame

Conveyance charge of Earth,Lime, Murrum,

building rubbish earch manure or sludge and

182 10.00 excavated rock and fly ash,aggregate of any Cu.M.

kind etc.comp.upto 5 km lead. (R&B SOR 235.51

21-22 Item code E027)

Providing and laying polished granite stone

slab 18 mm thick in risers of steps, dedo and

pllars laid on 10 mm thick cement mortar 1:3

(1 cement:3 coarse sand) and jointed with 2,690.00

gray cement slurry including rubbing &

polishing etc.complete.

Wall panelling with 12 mm MDF fixed to

existing alluminium framing and making

184 5.00 grove as per design and finished with royal Smt

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 2,690.00

Detail specifications and directed by the

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

High Back Chairs for vip Lounge

Providing and supplying Medium Back

Chair for Control room MODEL

LIKE HOF OCT 172 Revolving

synchro tilting mechanism based chair

with gas lift for adjustable height and

medium curved back with seat and back PU

molded cushion with MS pipe frame

structure and white foam layer for seat and

molded PU foam. White foam layer for

back covered with thick cloth and

187 1.00 draped with cloth of approved shade. Each

(min. of Rs.150/meter). 5 legged

revolving molded nylon chair base with

good quality of PU castors with 2 years

replacement guarantee. The chair to have

wide polyurethane arm rest of approved

shape. Complete chair should be in

suitable shape. Rates to be inclusive of

all taxes and free delivery at site. The

complete item as per architect /engineer

Providing and fixing storage, entire unit to

be made from 19 mm th. and 12mm Ply

with 1.0mm &. 8 mm th. Laminate.

Shelves to be made from 19mm Ply with

both side laminate. Rate shall include

necessary approved mortise locking

systems, S S Handle pair 2" to 4" 12,500.00

height and necessary hardware. Over all

storage to be completed with necessary

hard ware and accessories completed as

per drawing and design as given by

Existing storage repairing and veneer

on top Providing and fixing of Louvers On

Existing d.c panel Providing and fixing

35mmthk. Louvers shutter made up from

Ghanateak frame with 135x75mm and

shutter frame as per detail and fixing

aluminum louvers which is

189 1.00 specified readymade powder coated Smt

aluminum grill panel louvers .and

applying melamine spray polish all exposed

wood work. Overall door to be completed

with necessary hardware and

accessories completed as per drawing

and design as given by Engineer In

charge/Architect.

Providing and fixing flush door shutters,

solid core construction with frame of

first class hardwood with cross board and

face veneer or plywood face panels, with

both side 1 mm laminate finishing

including anodized aluminum butt hinges

with necessary screws. Decorative type

and pine wood core anodized minimum

no 150 mm long aluminum butt hinges in

flush door shutters with 2 no of brass

190 1.00 holdfast 325 mm long 1 no brass tower Smt

bolt 250 mm long and two no of 150 mm 4,686.36

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 1,230.00

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.

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 1,696.00

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

193 7.00 requirement to fix the C.C.Block / Nibhada Smt

Stone in Line & Level 78.00

Box type metal letters forming composite

box made from 1mm thick stainless steel

plate of grade 304 having brush finish of

194 following font size to be fixed at Main Gate -

in english and or Gujrati and including fixing

charges approved before fixing by clent /

Providing and fixing false ceiling at all

height including providing and fixing of

frame work made of special sections, power

pressed from M.S. sheets and galvanized

with zinc coating of 120 gms/sqm (both side

inclusive) as per IS : 277 and consisting of

angle cleats of size 25 mm wide x 1.6 mm

thick with flanges of 27 mm and 37mm, at

1200 mm centre to centre, one flange fixed to

the ceiling with dash fastener 12.5 mm dia x

50mm long with 6mm dia bolts, other flange

of cleat fixed to the angle hangers of

25x10x0.50 mm of required length with nuts

& bolts of required size and other end of

angle hanger fixed with intermediate G.I.

channels 45x15x0.9 mm running at the

spacing of 1200 mm centre to centre, to

which the ceiling section 0.5 mm thick

bottom wedge of 80 mm with tapered flanges

of 26 mm each having lips of 10.5 mm, at 850.00

450 mm centre to centre, shall be fixed in a

direction perpendicular to G.I. intermediate

channel with connecting clips made out of

2.64 mm dia x 230 mm long G.I. wire at

every junction, including fixing perimeter

channels 0.5 mm thick 27 mm high having

flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition

with the help of rawl plugs at 450 mm centre,

with 25mm long dry wall screws @ 230 mm

interval, including fixing of gypsum board to

ceiling section and perimeter channel with

the help of dry wall screws of size 3.5 x

mm at 230 mm c/c, including jointing and

finishing to a flush finish of tapered and

square edges of the board with recomme-

nded jointing compound , jointing tapes

finishing with jointing compound in 3 layers

covering upto 150 mm on both sides of joint

and two coats of primer suitable for board,

all as per manufacturer’s specification and

also including the cost of making openings

for light fittings, grills, diffusers, cutouts

made with frame of perimeter channels

suitably fixed, all complete as per drawings,

specification and direction of the Engineer in

Charge but excluding the cost of painting.

Providing and fixing wall acoustical paneling

using ecotone Slato/ Anutone slato or

equivalent Acoustic Panel make Slats L-16

of size 128mmx2430mmx16mm thick up to

2400mm high as per the following

specification :-Slats L-16- 2mm @16mm,

x 128 x 2430 mm high grade Pine wood base

Medium Density Fiber acoustic boards with

Tongue & Groove Edge,2mm slot

perforation @ 16mm centre, slates

perforations, The acoustic should be

furnished with a Black absorbent felt backing

with an airflow resistance of 330- 460 Ns/m³

196 5.00 (DIN 53887),wood practical core,NRC : Sq.mt.

should be Up to 0.75,should meet the safety

requirements of EN 14190. Fixing :- Sound

Strut CC18 screw fixed horizontal/vertical to

wall at every 600mm c/c. Metal cleat can be

fixed on top edges of Sound Strut CS55 fixed

directly by stamping to the CS55 and IC91

which is screw fixed directly to the wall

where ever required with a backing black

color fabric as approved by Architect and as

specified including all accessories, material

& labor complete as directed by Architect /

Providing & Fixing SPEED BUMP - #2 No

(1 black, 1 yellow) 350 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

:- MODIFIED THERMOPLASTICS

197 5.00 (Polymer Rubberized ) • ECO FRIENDLY Rmt.

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

Providing & Fixing in position 24 MM

exposed grid suspension system with “P “

Grid profile false ceiling system using

MM X 600 MM ecotone/anutone or

equivalent make Glass Fiber Ceiling Tiles

having tegular edges & 0.90 NRC value and

approved surface design (with NRC of 0.90)

and edge profile Tegular placed in a

suspended grid of size 600 MM X 600 MM

made from hot dipped GI Steel sections,

rotary stitched, main tee of size 24 X 42 X

3000 MM X 0.40 MM thickness suspended

at every 600 MM c/c along length of ceiling 2,619.00

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

with necessary level adjusters & intermediate

cross tees of size 24 X 38 X 600 MM X

MM thickness shall be inserted in to slots

between the main tees at 600 MM centers in

direction vertical to the main tees, where in

the main tees are resting on the periphery on

wall angles of size 24 MM X 24 MM X

MM X 0.40 MM thickness including

providing necessary openings for light

fixtures, diffusers etc.

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

199 1.00 to provide subtle view of the side of the blind Smt

and should offer elimination of glare and

sunlight radiance upto a minimum of

80%.The fabric shall be flame retardant.

Providing and applying Texture Paint (Rustic

Finish) on external plastered surfaces,

pattern as per sample approved by the

Architect. including preparing surface, using

roller to get approved texturised surface. Job

to include making required surface

200 1.00 preparation, to receive Texture paint finish Sq.m

etc. All complete as per detail drawing, as

specified and as directed by Architect /

Consultant / Project - In - Charge. The rates

shall be inclusive of Scaffolding, all material,

labour etc. complete. as directed by EIC.

Providing and fixing PVC/Gpsysum plain

colour false ceiling with grid type with

aluminium frame from gypsteel, fastners

,props, Finishing as per architectural

drawing allowing openings for A.C.

201 3.00 Diffusers, Light/Electrical Points etc – Smt

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 & water tight G.T.Stone

201 1.00 including fixing of covervSquare mouth trap No.

100 mm x100 mm size P-Trap (R&B SOR 1,263.15

21-22 Item code 24006A)

Providing and laying (to level or slopes) and

jointing with stiff mixture of Cement Mortar

in proportion 1:1 Salt glazed stoneware pipes

203 1.00 including testing of pipes and joints Rmt.

complete.(A) 100mm dia. (R&B SOR 21-22

Item code 24001AA)

Providing and laying (to level or slopes) and

jointing with stiff mixture of Cement Mortar

in proportion 1:1 Salt glazed stoneware pipes

204 1.00 including testing of pipes and joints Rmt.

complete.(B) 150mm dia. (R&B SOR 21-22

Item code 24001BA)

Providing and fixing hard drawn steel wire

fabric 75mm x 25mm mesh or weight not

205 1.00 less than 7.75 kg. per Sq.M. to window Smt

frames etc. including60 x 20mm beading of

Providing & fixing 15 cm wide chicken mesh

jali with nails & then application of 15 mm

206 1.00 plaster on R.C.C.& masonary joints as per Rmt.

dir.of engg.in charge

Providing and laying cement concrete

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

207 5.00 graded stone aggregate 20mm nominal size) Smt.

laid in one layer and finished with a floating 232.05

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

Providing & Fixing of Armstrong Mineral

Fibre Acoustical Suspended Ceiling System

with Dune (Bevelled Tegular) Edge Tiles

With Armstrong 15mm Exposed GRID. The

tiles should have Humidity Resistance (RH)

of 99%, NRC 0.5, Light Reflectance ≥85%,

Thermal Conductivity k = 0.052 - 0.057 w/m

K, Colour White, Fire Performance UK

Class 0 / Class 1 (BS 476 pt - 6 &7) in

module size of 600 x 600 x 15mm , suitable

for Green Building application, with

Recycled content of 32%. The tile shall be

laid on Armstrong Silhouette profile grid

208 1.00 system with 15mm white flanges Smt.

incorporating a 6mm central reveal in 1,307.00

white/black colour and with a web height of

45mm and a load carrying capacity of

minimum 15.68 Kgs/M2 & minimum pull

out strength of 100 Kgs.. Silhouette, Main

Runners & Cross Tees to have mitred ends &

“birdsmouth” notches to provide mitred

cruciform junctions. The T Sections have a

Galvanizing of 90 grams per M2 and need to

be installed with Suspension system of

Armstrong make. Warranty Certificate and

Test Reports for NRC, CAC and Fire rating

shall be provided by Vendor.

Providing and fixing PVC Printed pain

colour false ceiling with grid type with

alluminium frame consisting of 600mm x

600mm 3mm thick plain PVC sheet used as

panel insert in a frame work made using

anodized alluminium T section of size 1 x

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

square pattern of grid sizes of 2 x 2 (600 x

600mm) The alluminium frame work is

supported from the cceiling with the help of

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

required sizes to maintain proper level etc.

The aluminium frame work is supported on

side wall with the use of alluminium L

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

complete as per direction of Engineer in

charge. Manufactures specification and

Providing and supplying of labour for

210 30.00 necessary work 452.00 No

Mukadam/supervisior/karigar

B 14.00 Fitter/Plumber/Mason/carpenter 800.00 No

WELDER/ Gas cutter at Day /night

Supplting of welding machine / gas cutter

including cost of welding rods/gas,

Transportation, including carting from site to

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

211 2.00 be allowed for non working condition of 1071.42 Shift

machinery and for pipe line excavation and

M.H. work. Allowed only for break down

work) (Based on Previously approved rate by

CatchPit Jali Fixing P/F FRC catch pit jali

with frame 600mm x 600mm clear opening

212 1.00 etc. comp. As directed by engineer in charge. 1383.92 No.

(Based on Central Store Rate)

Providing and fixing concealed center point

to wall ceiling & floor CPVC (SDR 13.5)

PIPE having National Sanitation Foundation

213 (NSF) seal for potable water of following -

dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and

floor etc. complete.

Providing and fixing cast iron steps of size

500mm x 150mm x 22.5mm and painting

214 2.00 with two coats of Anti-corrosive paint etc. 108.15 Each

complete.(R&B SOR 21-22 Item code

Supplying and fixing C.I. cover 300mm x

300mm without frame for Gulley trap

215 2.00 (Standard pattern) te weight of cover to be 569.97 Each

not less 4.53 Kg.) (R&B SOR 21-22 Item

Providing and fixing to wall ceiling and

floor 10.0Kg.F/Cm2 working pressure

polythene pipes of the following out

side Dia. Low densidy, complete with

special falnge compression type fittings,

wall clips etc. including making good

the wall ceiling and floor. (R&B SOR 21-22

Item code 23004)

Arrangement of zula with two or nece.

skilled labour for repairing & maintenance

217 1.00 work out side building work etc.complete as 950.00 No.

per insructer incharge(At any floor level)

Providing and fixing Aluminum Composite

Panel signages of various size and in any

language. The 2 mm thick Aluminum

composite panel shall be cladded with retro Sq.

218 500.00 reflective high intensity grade radium sheets.

The signages shall be of any language

Providing and Fixing swimming pool

219 50.00 overflow channel grating/Strips, Double pin, Rmt.

10 Inch ( As per Market Rate ) 1,250.00

Fabrication, supplying & installation of

approved make top mounted ss-304 Grade

railing made of minimum Dia. 40mm X

mm ss top rail fixed on ss Baluster of

minimum Dia. 38 x 1.5 mm thk, with SS

modular neck per manufacturers spects to

hold the top rail. The total height of the rail

including top rail will be minimum 915 mm

from FFL and maximum 1000mm. All Top

rail joint will be connected by using argon

welding only. The baluster is infill with

minimum 10mm thik. clear toughened glass

of minimum height 700 mm & length as as

220 5.00 per layout connected to the baluster with 2 Rmt.

nos of CNC made SS Glass holders. Furhter

the baluster is top mounted with SS-304

grade base plate as per manufacturers spects.

fixed on the floor with 3/4 Nos. of M8 x

mm long dash fasteners. The Baluster is

made by using modern machinery like

Robotic Welding, Laser Cutting, CNC

Machines etc.All SS Components are in SS-

304 grade in satin finish only. The Average

Center to Center ninimum distance

considered is 1000 mm and maximum

1200center to center & as per the instruction

Providing and fixing storage, entire unit to

be made from 19 mm th. and 12mm Ply

with 1.0mm &. 8 mm th. Laminate.

Shelves to be made from 19mm Ply with

both side laminate. Rate shall include

necessary approved mortise locking

systems, S S Handle pair 2" to 4"

height and necessary hardware. Over all

storage to be completed with necessary

hard ware and accessories completed as

per drawing and design as given by

P/F Jet Spreay at Europeon WC Pan, incl

nece. lath connection, stop cock, and other

222 1.00 fixing material and labour as per inst. of 361.00 No

engineer in charge(R&B Sor 21-22 I.C NO

Providing and fixing Aldrop 10 mm size

(M.S.) with necessary fiting in wooden door

including removel of old fiting if any etc

completed as directed. I00872 Aldrop 10mm

Providing and fixing stoper (M.S.) 6 inch

with necessary fiting in wooden door

including removel of old fiting if any etc

completed as directed. I00870 6 inch

Providing and fixing handle (M.S.) 4 inch

size in with necessary fitting in wooden

windows including removal of old fitting if

any etc completed as directed.I00873

Repairing of Doors/Windows shutters and

Frames including refixing-aligning shutter,

providing, replacing, fixing MS hinges,

Aluminium aldrops, stoppers, tadi etc.

complete excluding painting as per

specifications.(app.rate)

P & F app.quality for Conseal lock in

227 4.00 Alu.door .as per inst of engg in charge 300.00 No

.etc.comp.(app.rate)

P/F glass of 4 mm thik for vent lowers and

228 20.00 window with wooden border patti as per 150.00 No

instruction of eng. In chage.(app.rate)

Provdg. & fixing 600mm x 450 mm

Bevelled edge mirror of superior glass

mounted of .6 mm th. A.C. sheet or plywood

sheet and fixed to wooden pluge with C.P.

brass screws and washers.(SOR 2021-22 PG

Reparing of existing Aluminium

window/door/partition by making necessary

addition/alteration in same sides. Rate incl of

necessary fittings required and all labour

230 20.00 included. If necessary rate also incl. of 500.00 No

removing from position and refixing it at

same place after repairing it, etc comp. as

directed. Sub Desc : As per approved rate of

AMC MET work I01334

Providing and fixing Aluminum Composite

Panel signages of various size and in any

231 142.40 language. The 2 mm thick Aluminum 6.00 Sq Inch

composite panel shall be cladded with retro

reflective high intensity grade radium sheets.

The signages shall be of any language

Providing and fixing Polycarbonate roof

Lexan sabic 10 mm th.sheets of approved

make, on structural roofing / sky ligh

structures in shapes as per Architect’s

drawing. The rate shall include cost of

scaffolding, screws, nuts, bolts and all

necessary fixtures and fastening etc complete

(Rate excluded structural steel work)

Provdg. & fixing UPVC handle valve of

Prince,Supreme , Astral, finolex or

equivalent make as per dir. Of engg. In

b (B) 20 mm dia 360.00 No. -

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Additional City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for

the work mentioned below.

1 Name of work Necessary civil work and maintenance work in Municipal School

owned by AMC in Maninagar Wrad ,South Zone

2 Time Limit 12 Months

3 Tender Validity Period 120 days from the date of submission of the tender

4 Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC orequivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.1000000.00

6 Earnest Money Deposit Rs.10000.00 Demand Draft Or Bank Guarantee in favour of

Municipal Commissioner, Ahmedabad to be submitted as prescribed

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

in favour of Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

8 Tender fees Rs.900/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

10 Tenders issue date Tenders from the amc.nprocure.com website shall be downloaded

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum.The

Tenders. tenders received after latest schedule date and time will not be

entertained under any circumstances.

12 Date of Opening As per Notice inviting Tender / Addendum / Corrigendum to

Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone

Office, Opp. Fire Station, Maninagar, Ahmedabad-380008

13 Mode of sending the Document shall be submitted in sealed envelope systems By

TenderDocuments RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate ( One

Original & One Duplicate) duly sign & seal by contractor .

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

15 Defect &Liability Period The contractor shall be responsible to make good and remedy at this

own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

complition, The within 15 days of recipts of the notice. In the case of

failure on the part of the contractor, the Engineer incharge may rectfy

or remove or reexecute the work at the risk & cost of the contractore.

The Engineer incharge shall be entitled to appropriate the whole or

any part of the amount of cicurity deposit towrdes they expences, If

any, incurred by him in rectification, removal or re- execution. The

defect liability period shall be as under (a) for all works costing up to

Rs. 50,000 (amount put to tender), the period shall be three months

from the cirtified date of complition. (b) for all workscosting more

than Rs. 50,000 and upto Rs. 1 crore (Amount put to tender) ,the

period shall be six (6) month from the cirtified date of compition or

one monsoon , which ever letter.(c) the major project costing more

than Rs. 1 crore , the period shall be 12 months from the cirtified date

of complition which should include one monsoon.(d) For building

works , the period specified in (a) ,(b) & (c) above or elapse of

monsoon period following cirtifide date of complition.,whichever is

letter . For the purpose of deciding the monsoon period, the

september may be treated as the last date.

16 Compansation for Delay 0.1% per day delay of remaining work after the completion date but

not more than 10% of cost of remaining works.

17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from each

Money from each RA RA bill. It will be released along with release of payment of Final Bill.

18 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part Of

Tender And The Same As to be Attached Along With The Tender

19 For E.P.F. Act. As per Account department cicular no.27, date-07/01/2026

20 GST As per AMC Finance Department Circular No. 38 dated 21-11-2022.

The Rates are Exclusive of GST. Prevailing GST will be paid

Conditional tenders will not be accepted. Municipal Commissionerreserves the rights to reject any or

all the tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Addl.City Engineer

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ftuLx[tfxhlemne - rm¬tu yuze.mexe Rsluh

btuctEjlkchmt&u (œrûtKÍtul)

FOR BANK GUARANTEE

Seal and Signature of the Bidder Addl.City Engineer (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

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

Department with the latest correction slips may be referred for quality of construction &

standard of Procedure (SOP). (only English version)

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

"approved" by the Engineering in charge.

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

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

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of

specific mention for a particulars point / aspect, the same in the relevant Indian Standards

shall be referred to.

5. All measurement and computations, unless otherwise specified shall be carried out nearest

to the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

thickness shall be followed.

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

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

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

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

Architect before using them in the work.

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

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

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

for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at the

site of the work.

13. Special modes of the construction not adopted in general Engineering practice, if proposed

to be adopted by the contractor shall be considered only if the contractor provided

satisfactory evidence that such special mode of construction and completion of work to the

required strength and quality. Acceptance of the same by the Engineer in charge shall not

however, absolve the contractor from the responsibility of any adverse effect and

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

14. The contractor shall be responsible for observing the rules and regulation imposed under

the "Minor Mineral Act", and such other laws and rules prescribed by the Government

from time to time.

15. All necessary safety measures and precautions (incl. those laid down in the various relevant

Indian Standard) shall be taken to engrave the safety of men, materials and machinery on

the work and also of the work itself.

16. Quantity measured in the tender is approximate. It may increase or decrease looking to the

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

17. Contractor shall have to execute extra item if required only after necessary permission from

18. The work in general shall be carried out as per standard specifications of the relevant items

to be executed & as per the instruction of Engineer in charge & as per the guidance of

AMC's Consultant for this project.

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

the contractor. The contract agreement shall have to be executed between AMC & the

agency to which work is awarded for execution.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation given

by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

22. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

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

24. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

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

26. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender

27. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped

water for the construction of the works and provide a satisfactory supply of potable water

for drinking, washing, sanitation and cleaning down. The contractor will be responsible for

all the costs where applicable of connection, meter installation, water consumed, water

required for testing purposes, disconnection and the laying, maintenances and ultimate

removal of any distribution system around the site.

28. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

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

purpose of the work and shall pay such charges as is fixed by the appropriate supply

In case there is any delay in supply of power site of any interruption or fault in the power

during the work. No compensation shall be paid for idle labor staff, machineries and for use

of diesel operating sets etc. as the case may be.

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

criteria mentioned above along with the bid. They shall have also to submit the income tax

clearance certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

31. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

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

Engineer in charge.

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

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

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

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

the contractors.

35. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease

the scope of work. No any claim to that effect shall be entertained. The Municipal

Commissioner also reserves the right to reject any or all the tenders without assigning any

reason thereof.

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

37. The contractor shall have to paid balance Security Deposit within 15 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 15 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

Eventhough in special case, If work is not started because of monsoon or any other

special reason (like site is not available), after evaluation of situation the actual date of

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

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per guidelines

published by WHO/ Center government/State government /Ahmadabad municipal

Signature of contractor with seal Addl.City Engineer (S.Z)

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad MunicipalCorporation,

A'bad specified up to his first written demand, without demur without delay andwithout the necessity

of a previous of judicial or administrative procedures and without thenecessity to prove to the Bank

the defects or short comings or debits of the contractor any sumwithin the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effectduring the

period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender)we

shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consentof the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tendereror of

Date: Signature & Seal of Guarantor...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender isaccepted

and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Add.C.E (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: - Necessary civil work and maintenance work in Municipal School owned by AMC

in Maninagar Wrad ,South Zone

I/We the undersigned have carefully gone through and clearly understood the Tender documentsfor the

above work. I/We have satisfied myself/ourselves as to the location of site, examined drawings.I/We have

visited site & fully acquainted with local situations regarding materials, labours & others factorspertaining to

work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the saiddocument

and with such materials as are provided for, at the respective rates which I/we have quoted in theschedule-B or

at such other rates as maybe fixed under the provisions of these conditions.In the event of this tender being

accepted I/We agree to enter into an agreement and when required andexecute the contract, according to your

fom1 of agreement as or in default where of I/we bindmyself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC fromthe

date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and takenecessary action

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for thesum

as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer IfI/We fail to

commence the work specified. Otherwise the said sum shall be retained, by the Employer as onaccount of such.

Security)' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance

withConditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date

ofopening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,

octroiduties and other prevailing Government taxes/charges on such items on which the same are leviable and

therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

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21. M&¤ vrhÂM&r< / sYhegt< Bþsc ftb fhtJ<t xuLzhbtk sKtJuj fJtuLxexebtk J^ Dx &Nu <tu <u ykdu ftuLx[tfxh îtht ftuEvK «fthle

J^thtle ltKtkfeg btkdKe fhe NfNu lrn. ylu ftb ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u

hesufx btjltu rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve NfNu.

24. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk

btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch

yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

25. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk

btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch

yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc yLþmhJtltk hnuNu. Mt>h ÃþM<eft

øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu mkÃËKo Fao <&t

Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo

&gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e

ftuBÃGþxhbtk Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe NfNu lrn. yt

Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

31. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu. sgtk ftuE atuFJx l

&E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb

NY fhtJJtLþk hnuNu.

32. yt xuLzhbtk òu ftuE ytExb hne dE ntug <tu <u atÕþ yum.ytu.yth.btk&e juJtbtk ytJNu ylu òu yum.ytu.yth.btk ytExb l ntug

<tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu.

J^tht le ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt, CgMËaf ctuzo, jtj xul , cuhefuxekd xuv,

ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu ftuEvK yfMbt<&Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe yuLSlegh©ele <ubtk mne

juJtle hnuNu, <ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj

ntug <tu <uLþk ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle

m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

35. rlg< mbgbgto>tbtk ftb ÃþY l &gu&e xuLzh ¾jtuÍ bwsc ctfe ftbltkk 10.00% juFu vulÕxe BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf<<btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

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

btuctEj lkch mt&u (œrûtK Ítul)

yufhthlwk Vtubo

(1)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le bwjtft< je^e Au

ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e

(2)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t >M<tJustu

ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

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

btuctEj lkch mt&u (œrûtK Ítul)

ybœtJtœ BGþrlrmvj ftuvotuhuNl

œrûtK Ítul- Esluh Ftðþ

vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau Bþsc Au.

" yt ftblt œhuf ytExblt sÚ&tbtk ~ËLg &e cMmtu xftle JD^x &Jt mkCJ Au. ftuE ytExbltu CtJ

J^thtu ytvJtbtk ytJNu lrn. yBþf søgtyu swlt vÚ&h s VheJth heEMxux fhJtlt &Nu. <uJe>huf ytExbbtk J^^x

&tg fu ytExb yufÍefGþx l &tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle hnuNu lrn fu

CtJ J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf søgtytuyu ftb

fhJtle ûtb<t ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, r>Jt¤e, jøl

meÍl fu yLg <nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu lrn

yLg&t htuslt Yt.250.00le J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu ytJu <ulu je^u fhJtbtk

ftuLx[tfxhle mne yuze.mexe.yuLS.

rm¬t ylu btuctEj lkch (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works. Progress

of work should be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as

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

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

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

Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be

made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of

binding vibrator for R.C.C. works if required shall have to be made by the contractor.

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

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

He shall be responsible for any damage to public. If any incident happen, during the execution of

work. In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be

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

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

materials shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall

have to cart daily from site.

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

have to prepare through of bigger size and mix the mortar in the required proportion. In on case he

shall be allowed to mix the mortar either on floor or any finished surfaces. The contractor shall have to

make his own arrangement for water required for the work.

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

contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest

SOR or if item is not available in SOR than based on current market rates. In case of extra item

decision of Add.City Engg.shall remain final regarding rate.

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

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

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

for extra rate for subsequent changes in site and design is entertained.

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

shall have to prepare the measures boxes according to this measure.

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

will be fully responsible for compliance of the various provisions under contract Act. 1970 and the

Rules framed the to 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 work is not started within specified time limit i.e. within ten days from the date of order to

start the work the penalty of the 0.01% tender Amount per day of delay of start shall be recovered

separately 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 :-

i) Conditional tender shall not be accepted.

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

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of

iv) Condition of Form - B1 only 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. Other techinical condition will be applicable as

per tender condition only.

CONTRACTOR'SSIGNATURE & STAMP ADD. CITY ENGINEER

Mobile No.:- (South Zone)

For materials relevant specification of Building Specification shall apply.

Name of Works: - Necessary civil work and maintenance work in Municipal School owned by AMC

in Maninagar Wrad ,South Zone

TECHNICAL SPECIFICATIONS

Excavation for foundation upto 1.5 M depth including sorting out and stacking useful materials

disposing of the excavated stuff upto 50 meter lead in loose or soft soil.

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such

ordinary excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this

Clearing the site :

The site on which the structure is to be built shall be cleared and all obstructions, loose stone,

materials and rubbish of all kind, bush, wood and trees shall be removed as directed. The materials

so obtained shall be property of the Government and be conveyed and stacked as directed. within

M. lead. The roots of the trees coming in the sides shall be cut and coated with a hot asphalt.

The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be

After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall

assume full responsibility for alignment, elevation and dimension of each and all parts of the work.

Contractor shall supply laborers, materials, etc. required for setting out the reference marks and

bench marks and shall maintain them as long as required and directed.

The excavation in foundation shall be carried out in true line and level and shall have the width and

depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and

shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for such

precautionary measures shall be paid separately if not specified. The bottom of the excavated area

shall be 1 evened both longitudinally and transversely. as directed by removing and watering as

required. No earth filling will be allowed for bringing it to level, if mistake or any other reason

excavation is made. deeper or wider that shown on the plan or directed. The extra depth or width

shall be made up with concrete of same proportion as specified for the foundation concrete at the

cost of the contractor. The excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the

ground in layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site of work to a

place as directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to the sections of

trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall

be made for surplus excavation made in excess of above requirements or due to slopping and sloping

back as found necessary on account of conditions of soil , and requirements of safety.

The rate shall be for a unit of one cubic meter.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of

useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum

The rate shall be for a unit of one cubic meter.

Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering and

The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water

thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids

remain there. In general the work shall be carried out in the best manner so that no hollow voids

remain after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

filling in plinth with sand under floors including watering, ramming consolidated and dressing

Sand shall conform to M.

The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of

earth shall be broken.

As soon as the work in foundation has been completed and measured, the site of foundation shall be

cleared of all debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding

Cms. Each layer shall be adequately watered rammed and consolidated before the succeeding layer

is laid. The sand shall be rammed with iron rammers where feasible and with the butt ends of crow-

bars, where rammer cannot be used.

The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered and

consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level, the

surface shall be flooded with water for at least 24 hours and allowed to dry and then rammed and

The finished level of filling shall be kept to shape intended to be given to floor.

In case of large heavy duty flooring like factory flooring, the consolidation may be done by power

rollers, where so specified. The extent of consolidation required shall also be as specified.

Mode of measurement and payment :

The payment shall be made for filling in plinth and trenches, No deduction shall be made for

shrinkage or voids if consolidated as instructed above

The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth

The rate shall be for a unit of one cubic meter.

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. thickness

including watering, ramming and consolidating etc. Complete

Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding 20 cms. in depth

and water thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids

remain there. In general the work shall be carried out in the best manner so that no hollow voids remain after

work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

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 (upto 10 ton)

Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton)