Requried Repairing And Renivoation work of Diff.Muncipal Buidling Work Under Of Ahmedabad Muncipal Corporation At Nava Vadaj Ward in West Zone.(ARC)

Name of Work:- Repair And Maintance And Revnovation Work

of Diff.Building Under Of Ahmedabad Muncipal Coporation In

Nava Vadaj Ward.(ARC)

AHMEDABAD MUNICIPAL CORPORATION

WEST ZONE - ENGINEERING DEPARTMENT

TENDER ABSTRACT SHEET

Name of Work:- Requried Repairing And Renivoation work of Diff.Muncipal Buidling Work

Under Of Ahmedabad Muncipal Corporation At Nava Vadaj Ward in West Zone

Sr. Qty Items Rate Per Amount Rs.

Excavation for foundation up to1.5 m depth including sorting

out and stacking of useful materials and disposing of

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

A 10.00 1.5 to 3.0 mt.depth 128.52 Cmt

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

Filling available excavated earth (excluding rock) in

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

exceeding 20 cm. in depth consolidation each deposited

layer by ramming and watering.

Filling in plinth with sand underfloors including

watering ramming, consolidating and dressing etc. complete.

Filling in foundation and plinth with murrum or selected soil in

layers of 20 cm. thickness including watering,

ramming and consolidating etc.

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

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

coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth..

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

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

aggregates 20mm nominal size) and curing complete

including cost of formwork in (A) wall caps/coping (upto

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

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

nominal size) curing complete excluding cost

of formwork and reinforcement.

a 1.00 Foundations, footings, base or columns and mass 3661.30 Cmt

b 10.00 Slabs, landing, shelves, balconies, lintels, beams, 4012.47 Cmt

girders and cantilivers upto floor two level

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

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

coarse sand : 4 graded stone aggregates 20 mm nominal

size) for reinforced concrete chhajjas not exceeding

10 cm. thickness upto floors two level including

finishing the exposed surfaces with cement mortar

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

surface centering and form work and curing complete

excluding cost of reinforcement.

Providing and laying 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 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 )

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 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 )

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 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 )

Providing and laying in position Ready Mixed M-300 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work

including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and

reinforcement including

cost of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(Cement level 475 kg )

Providing and laying in position Ready Mixed M-350 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work

including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and

reinforcement including

cost of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash(Min

cement level as per latest IS 456 shall be maintained)

(Cement level 500 kg )

Providing and laying controlled cement concrete /

Ready Mix Concrete of M-200 and curing complete,

excluding the cost of form work and reinforcement for

reinforced concrete work in:

(A) 5.00 Foundations, footings, base of columns, and mass 3874.20 Cu.M.

(B) 1.00 Walls from top of foundations /level up to floor Four level. 4199.80 Cu.M.

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

Cantilever upto floor

(D) 1.00 Columns, pillars, posts, and struts, up to floor Four level. 4255.90 Cu.M.

(E) 1.00 Staircase up to floor four level. (excluding landing) 4115.10 Cu.M.

(K) 1.00 Vertical and horizontal fins up to floor four level. 4338.40 Cu.M.

Providing and Laying ordinary cement concrete 1:2:4

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

20 mm nominal size) and finishing smooth with curing

etc. complete including the cost of form work but excluding

the cost of reinforsement for R.C.C work in (iv) Slabs

having more than 13 cm and upto 15 cm.thickness

Providing and Laying ordinary cement concrete 1:2:4

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

20 mm nominal size) and finishing smooth with curing

etc. complete including the cost of form work but excluding

the cost of reinforsement for R.C.C work in (iv) Slabs

having more than 8 cm and upto 10 cm.thickness

Brick work using common burnt clay building

bricks having crushing strength not less than

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

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

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

50.00 B) Modular 3981.21 Cmt

Extra Rate for brickwork in Above Item for super

structure above plinth level upto floor two level (B)

a 50.00 (A) Conventional (upto 10 ton) 40.09 Cmt

b 50.00 B) Modular 42.66 Cmt

c 1.00 39.79 Per Floor

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

d 1.00 38.56 Per Floor

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

Half brick masonry in common brunt clay building

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

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

foundation and Plinth conventional brickwork

Extra for half brick masonry in super structure above

plinth level upto floor two level (B) conventional

Providing and laying Pre cast Light weight concrete hollow

core wall with hollow core concrete unit of approved

make & size of 92 mm thick, 600 mm wide and 2400 mm/

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

from of controlled cement concrete M20 having cube

compressive strength not less than 20 MP a jointing with high

strength & tensile adhesion non-shrink cementitious

joint compound /P.U. Foam. (Plaster not required)

Providing and laying Pre cast Light weight concrete hollow

core wall with hollow core concrete unit of approved make

& size of 120 mm thick, 600 mm wide and 2400 mm/

mm/ 2850 mm/ 3000 mm/ 3300 mm in legth made from

of controlled cement concrete M20 having cube

compressive strength not less than 20MP a jointing with high

strength & tensile adhesion non-shrink cementitious

joint compound/ P.U.Foam. (Plaster not required)

Providing and laying Pre cast Regular concrete hollow

core wall with hollow core concrete unit of approved

make & size of 92 mm thick, 600 mm wide and 2400 mm/

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

from of controlled cement concrete M35 having cube

compressive strength not less than 35 MP a jointing with high

strength & tensile adhesion non-shrink cementitious

joint compound/ P.U.Foam. (Plaster not required)

Providing and laying Precast Regular concrete

hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide and

legth made from of controlled cement concrete M35

having cube compressive strength not less than 35 MP a

jointing with high strength & tensile adhesion non-shrink

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

Providing form work in ordinary timber planking so as

to give a rough finish including centering, shuttering,

strutting and propping etc. height of propping and

centering below supporting floor to celling not exceeding

4 M & removal of the same for in situ reinforced or

plain concrete work upto floor four level

a 5.00 Foundation, footings, bases of columns etc. and mass 114.45 Smt

b 5.00 (B) Flat surfaces such as soffits of supspened floors slabs 168.00 Smt

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

c 5.00 (B) Flat surfaces such as soffits of suspended floor roof slabs 270.90 Smt

Landings and the like. (2) Floors etc. above 200mm in

d 5.00 Vertical surface such as walls (any thickness) partitions and 229.95 Smt

the like including attached buttresses & string course & the

e 5.00 (ii) Sides And Soffits Of Beam, Haunchings 192.10 Smt

Cantilevers, Girders, Bressumers And Lintels Not

Exceeding 1 M In Depth.

f 5.00 (G) Columns PillarsPosts and struts. (1) Square Rectangular 297.68 Smt

Polygonal in plan.

g 1.00 (2) Circular or curved in plan. 422.10 Smt

h 1.00 (H) (2) Sides and soffits of Beams Beam Haunchings canti- 192.15 Smt

levers Girders Bressumers and Lintels exceeding 1M.in

Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including anodised

alluminium butt hinges with necessary screws.

a 4.00 (A) Indian Teak Wood (ii) Fully Glazed. 3211.96 Smt

b 4.00 (B) Indian Teak Wood (ii) Fully Panelled 3902.15 Smt

c 4.00 (C) Indian Teak Wood (iii) Partly panelled and partly 3557.15 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.

a 5.00 (A) Indian teak wood. (i) Fully Panelled.(upto 10 ton) 3620.47 Smt

b 5.00 (A) Indian teak wood. (ii) Fully Glazed.(upto 10 ton) 2930.08 Smt

c 5.00 (A) Indian teak wood. (iii) Partly panelled and partly 3275.28 Smt

glazed. (upto 10 ton)

Providing and fixing 35 mm thick panelled, glazed or

panelled and glazed shutters for Doors windows and clear

story windows including anodised alluminium But hinges

with necessary screws and indian teak wood shutters with.

a 5.00 (A) Plywood sheet panels. 3459.09 Smt

b 10.00 (B) Particle board panels 3464.51 Smt

c 10.00 (C)Hard board panels. 3433.66 Smt

d 9.00 (D) Asbestos sheet panels. 3406.53 Smt

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

Panelled. (upto 10 ton)

a 1.00 Providing and fixing 25 mm thick shutters for cupboards etc. 2594.74 Smt

including anodised alluminium butt hinges with necessary

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

Providing and fixing 25 mm thick shutters for cupboards etc.

including anodised alluminium butt hinges with necessary

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

Providing and fixing plain asbestos cement sheet 6 mm

thick in partitions including fixing to fames with screws

etc, complete with 50 mm x 12 mm Deodar wood

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

Providing and fixing in partitions 4 mm thick medium hard

board of approved quality including fixing to fames with

screws etc complete with 50 mm x 12 mm teak wood

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

25 mm thick wooden shelves supported on 40 x

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

distances but not exceeding 75 cm. apart with

Mango wood or equivalent quality. (upto 10 ton)

40 mm thick wooden shelves supported on 40 x

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

not exceeding 75cm. Apart with Mango wood or

equivalent quality. (upto 10 ton)

33 100.00 Providing and fixing M.S. round or square bars with M.S. 68.53 kg

flats at required spacing in wooden frames of windows

and clerestory windows.(upto10 ton)

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

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

spacings and frame alround, square or round bars with

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

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

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

spacings and frame alround, square or round bars with

round headed bolts and nuts or by screws (A) Ornamental

Grill. (upto 10 ton)

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame 10 cm. x

7 cm. size including 3 coats of oil painting to wood work

etc.complete. (upto 10 ton)

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame 10 cm.x7

cm. size including 3 coats of oil painting to wood work

etc.complete.with wooden louvers plank 12mm thick (upto

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian teak

wood frames 10 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc,

complete.(ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian teak

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

iron oxidixed fixtures and fastenings including

primer coat of approved quality and two coats of oil painting

etc, complete.(ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

cm x 7 cm. size including anodized alluminium fixtures and

fastenings including primer coat of approved quality and two

coats of oil painting etc, complete. (iii) Partly panelled and

Providing and fixing 30 mm thick FACTORY MADE

SOLID PANEL PVC DOOR SHUTTER consisting of frame

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

mm x 19 mm for stiles and 15 mm x 15 mm for 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 30 x 50 mm formings tiles, and 5 mm thick 75 mm

wide PVC sheets for to prail, lock rail and bottom rail on either

side, and 10 mm (5 mm x 2) thick, 20 mm wide cross PVC

sheet as gap insert for to p rail and bottom rail, Panelling of

5 stiles and rails with 30 mm wide x 5 mm thick PVC

sheet beading on eighter side, and joined together with

solventcement adhesive,. An additional 5 mm thick PVC

strip of 20 mm width is to be stculkon the interiors 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 38 mm dia steel pulleys

complete with bolts, units, locking arrangements, stoppers,

handles, including a priming coat of red lead paint &

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

shutters with frame and diagonal braces of 40x40x6

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

corners 25 mm dia. pulley, 40x40x6 mm angle

and T-iron huide rail at top and bottom respactively

with handles, stoppers and locking agangement etc,

including applying a priming coat of red lead paint. (upto

Providing and fixing rolling shutters of approved make made

of 80 mm wide M.S.laths inter-locked together

through their entire length and jointed together at theends by

end locks mounted on specially designed pipe shaft

with bracket plates, guide channels and

arragements for inside and out side locking with

push-pull operation including the cost of hood cover

and spring etc. complete. (A) Shutters having width

Providing and fixing rolling shutters of approved make made

of 80 mm wide M.S.laths inter-locked together

through their entire length and jointed together at theends by

end locks mounted on specially designed pipe shaft

with bracket plates, guide channels and

arragements for inside and out side locking with

push-pull operation including the cost of hood cover

and spring etc. complete. (A) Shutters having

Providing & Fixing in position Alluminium doors with

frame using approved quality anodised extruded

alluminium section as approved by Engg.in

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

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

(wt.1.31 kg/mt.)(at 1.31 kg/mt) (c) Shutter bottom

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

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

installing 5 mm thick approved color Acrylic sheet

of standard quality fixed with glazing chips on upper pannel

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

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

Providing and fixing extruded aluminum window having

extruded aluminum Colour Powder Coated section frame

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

Kg/mt,horizontal Four track member size 122.20mm x

31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of

size 122.20mm x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt

with sliding shutters of horizontal member size 40mm x 18mm

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

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

colour tinted float glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing to

frame as per details etc complete for window.

Providing & Fixing in position Alluminium vents with

frame using approved anodised extruded alluminium

section as approved by Engg. In charge.(Jindal

alluminium) units equivalent Approved Rate)Frame section

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

Installing 5 mmthick approved color Acrylic sheet of

standard quality etc. comp.

Providing and fixing standared extruded of alluminium

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

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

anodized alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section

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

colour Powder Coated alluminium frame with 5 mm thick

transparent bronze colour tinted float glass as details etc

complete for Fix Partition

Providing and laying 40 mm thick marble chips flooring

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

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

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

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

black or white and blak marble cihps of required sizes from

mm to 4 mm nominal size laid in cement marble powder mix

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

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

volume) (C) Medium Shade pigment with approx

50% white cement and 50% ordinary cement (In top layer

only) (upto 10 ton)

Providing and laying marble chips skirting (Terrazo) or

dedo rubbed, and polished to Granolithic finish to player

mm white, black or white and black marble chips of

size from smallest to 4 mm nominal size laid in cement

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

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

7-marble chips by volume) (B) Light shade pigment with white

cement (In top layer only)

Providing and laying white glazed tiles 6mm thick in flooring

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

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with

flush pointing in white cement.

Providing and laying Ceramic tiles 6 mm thick in flooring

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

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

flush pointing in white cement. (upto 10 ton)

Providing & Fixing 20 mm thick Mirror Polished Decorative

Granite Board with Computerised Golden Letters

Discription as per instructions of engg. in charge to

M.S. frame structure for Inaugaration & Public

Handover Function (N.S.)

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

flooring treads of steps and landing laid on a bed of

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

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

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

skrting risers of steps and dedo on 10 mm thick cement

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

with white cement slurry (upto 10 ton)

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

risers of steps and dedo on 10 mm thick cement plaster

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

cement slurry (upto 10 ton)

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

mm th. Double Charged gloosy/ Matt of Approved make

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

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

sand)on new surface& jointed with colour cement slurry

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

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

th.Double Charged Gloosy / Matt tiles of Approved

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

cm high skirting as approved by Engineer in charge over

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

sand)on new surface& jointed with colour cement slurry

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

Providing and laying polished Kota stone slab flooring over

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

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

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

cement slurry mixed with pigment to match the shade of

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

mm thick (upto 10 ton)

Providing and laying marble stone slab flooring over 20mm

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

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

jointed with gray cement slurry including rubbing and

polishing complete. (A) Marble slab 25mm

Providing and laying polished Kota stone slab flooring over

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

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

jointed with grey cement slurry including rubbing and

polishing etc.complete. (B) 30 mm thick (upto 10 ton)

Providing and laying polished kota stone slab 25 mm thick in

risers of steps, skirting Dedo and pillars laid on 10 mm thick

cement mortar 1:3 (1-Cement :3 coarses and) and

jointed with gray cement slury mixed with pigment to

match the shade of slab including rubbing and polishing

etc.complete. (upto 10 ton)

Providing and laying cement concrete flooring 1:2:4

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

20mm nominal size) laid in one layer and finished with a

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

Providing and laying cement concrete flooring 1:2:4

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

20mm nominal size) laid in one layer and finished with a

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

Providing and fixing pre-cast concrete kerb stone

of gray cement based concrete block 30 cm length,

cm height and 15 cm thick of M250 grade concret as per

approved design and 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)

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

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

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

Providing and laying broken china mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of glazed tiles

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

tempered to bring mortar creme out upto surface using

white cement including rounding off junctions and

extending them up to15 cm along the wall, clearing with

water and oxalic acid etc.asdirected.

Providing and laying coloured glazed tiles of the

size 300 mmx200 mmx8 mm/300 mmx450 mmx8 mm

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

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

with white cement slurry.

Providing corrugated G.I. sheet of class-3 roofing

fixed with glavanished iron J or L Hooks, Bolts and

nuts 8 mm diameter with bitumen and G.I. limpet washer or

G.I. limpet washer. filled with white lead complete excluding

the cost of purlins, Rafters and Trusses. (1) 0.80 mm thick

sheet.(up to10 ton)

Providing ridges or hips 600 mm over allin plain G.I.

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

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

Providing and fixing 150 mm wide 450 mm over all semi

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

mmx3 mm size Bolts, Nuts, washers etc. including

making necessary connection with rain water pipes. (i)

Providing and fixing five courses water profing

treatment with bitumen felt consisting of second and

fourth course of blown/ bitumen or/and residual

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

course and first course with fibre base bitunen

saturated under lay type land third course with fibre base self

finished felt type 2 grade 1 and fifth and final course of

stone grit 6 mm and down size or pea sizes gravel

spread at 0.008 Cu.Metre/Sq.metre

preparation of surface excluding grading complete. (upto

10 ton) including

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

including filling the joints with spun yarn soaked in neat

cement slurry and cement mortar 1:2(1- Cement :

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

Providing 15 mm thick cement plaster in single coat

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

interior plastering up to floor two level and finished even

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

Providing 20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level consisting of 12mm

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

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

Colour washing with lime on wall surface (two coats)

over and including a primary coat of white washing to

give an even shade after through brooming the surface to

remove all dirt, dust, mortar drops and other foreigh

Removing dry or oil bound distemper by a

washing and scraping and sand papering the wall

surface smooth including necessary repairs to

scratches complete.

Distempering with dry distemper of approved brand and

manufacture (two coats) and of required shade on wall

surfaces of given an even shade, over and including

a priming coat of whiting after thoroughly brooming

the surface free from mortar dropping and other foreign

Distempeing (Two coats) with oil bound distemper of

approved brand and manufacture and of required shade

on wall surfaces to give an even shade, over and

including a priming coat with distemper primer of

approved brand and manufacture after thoroughly

brushing the surface free from mortar dropping and

other foreign matter and also including preparing

the surface even and sand papered smooth.

Extra Coat for Above Item over above for every

subsequent coat of approved brand and manufacture.

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated

wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

81 1.00 Extra over item for every sub sequent coat of wall 33.39 Sqm

painting with plastic emulsion paint of approved brand

81 1.00 Extra over item for painting with plastic emulsion paint of 5.36 smt

a approved brand on ceilings and sloping roofs.

Applying priming coat over new steel and other metel

surface after and including preparing the surface by

throughly cleaning, oil, grease, dirt and other foreign

matter and scoured with brushes fine steel wood, scrapers

and sand paper with ready mixed priming paint brushing

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 including cleaning the surface of all

dirt, dust and other foreign matter.

Painting one coats (excluding priming coat) on

previously painted steel and other metal surface with enamel

paint, brushing to give an even shade including cleaning

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

85 1.00 Extra over item for every sub sequent coat of paint. 50.40 Sqm

Painting two coats (excluding priming coat) on new

steel and other metal surface with synthetic enamel paint,

brushing to give an even shade including cleaning the

surfaceofalldirt,dust and other foreign matter.

Painting one coats (excluding priming coat) on

previously printed steel and other metal surface with synthetic

enamel paint, brushing to give an even shade including

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

88 1.00 Extra over Above item for every sub sequent coat of 43.47 Sqm

Painting two coats (excluding priming coat) on

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

pipes and fittings with ready mixed bituminous brushing,

black, anti corrosive to give an even shade including

cleaning of all dirt, dustand other foreign matter.(75 mm dia)

Painting two coats (excluding priming coat) on

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

pipes and fittings with ready mixed bituminous brushing,

black, anti corrosive to give an even shade including

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

Painting two coats (excluding priming coat) on new

wood and wood based surface with enamel paint, interior

to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter sand

papering and stopping. (a) Ready mixed paint

brushing wood primier pink.

Painting one coats (excluding priming coat) on

previously painted wood and wood based surface with

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

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

paintbrushing priming for enamel

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

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 other foreign

matters and papering and stopping.

Finishing wall with weather proof exterior emulsion paint

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

even shade after thoroughly brushing the surface to remove

all dirt, and remains of loose powdered

materials.etc complete

Applying two coats of Birla (white cement based) or

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

primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing

the surface free from mortar dropping and other foreign

matter and sand papered smooth.

Painting two coats (excluding priming coat) on new

wood and wood based surface with enamel paint, interior

to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter sand

papering and stopping.

98 0.00 3.15 per letter

Writing letter or figures on any surface with black per

japan paint (stops, comas, hyphens and the like not to Cm/Ht

be measured and paid for separately) (i) Block

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

99 0.00 0.07 per letter

Extra over items for using thick white paint instead of per

black japan paint. (i)Block (Letters/Figures) Cm/Ht

100 0.00 3.47 per letter

Writing letter or figures on any surface with black per

japan paint (stops, comas, hyphens and the like not to Cm/Ht

be measured and paid for separately) (ii)

Indian(Letters/Figures)

101 0.00 Extra over items for using thick white paint instead of 0.07 per letter

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

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

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

including cleaning the surface of all dirt, dust and other

foreign matter. (i)Over 10cmi n width

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

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

including cleaning the surface of all dirt, dust and other

foreign matter.(ii) Upto 10 cm in width

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

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

including cleaning the surface of all dirt, dust and other

foreign matter. (i)Over 10cm in width

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

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

including cleaning the surface of all dirt, dust and other

foreign matter. (ii) Upto 10cm in width

106 0.00 Demolition including stacking of serviceable materilas and 1047.38 Cu.M.

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

Demolition of Brick work and stone masonry including

stacking of serviceable materil as and disposalof

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

108 0.00 Dismentaling tiled of stone floors laid in mortar including 47.25 Sqm

stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.

Dismentaling of sheet roofing including ridges, Hips,

Valleys, Gutters etc. stacking of serviceable materil as

and disposal of unserviceable materials with all lead

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

110 0.00 Dismentling steel work including distempering and 3.63 Kg.

stacking the materials with all lead and lift.

Dismentling doors, windows, ventilators etc. (wood

or steel) shutters including chowkhats architraves,

hold fasts and other attachment etc. complete and

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

Dismentling doors, windows, ventilators etc. (wood

or steel) shutters including chowkhats architraves,hold

fasts and other attachment etc. complete and

stacking the material with in all lead and lift.(ii) Exceeding

3 Sq.M.in area.

Dismentling barbed wire in fencing including making rolls

and also including dismentling fencing posts including all

earth work concrete in base and making good the

disturbed ground stacking useful materials as

directed and disposing as directed and disposing

of the unserviceable materials with all lead and lift.

114 0.00 Dismentling C.I. pipes G.S.W. pipes abd A.C. rain 74.03 Rmt

water pipes with fittings and clamps including stacking the

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

115 0.00 Dismantling santtary fittings like wash basin . W.C. pan 401.63 Each

Indian and Europe an type, flushing tank etc. including

stacking the materials with all lead and lift

Scraping oil paint from steel and other metal surface and

making the surface even (with Hand Scraping.)

Removing and scraping of old deteriorated plaster

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

including stacking of serviceable material and disposal

of unserviceable from site of work with all lead and lift

118 0.00 Providing and fixing M.S. fan clamps of shape and 168.53 Each

size as specified in existing R.C.C. slab including cutting

chase and making good.

119 0.00 Cutting out cracks of roof terrace to V-section, cleaning 64.58 Rmt

out, wetting, grouting with cement and sand slurry 1:3 (1-

cement 3-sand ) (upto 10 ton)

Cutting out cracks roof terrace to V-Section cleaning out

and filling solidly with a hot mixture of bitumen and

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

Providing & Fixing in position Alluminium doors with

frame using approved quality anodised extruded

alluminium section as approved by Engg.in charge(Jindal

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

Shutter bottom vertical & top section 83.5x44.45

(wt.1.31 kg/mt.)(at 1.31 kg/mt) (c) Shutter bottom section at

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

100x44.3 wt.(1.37 kg/mt) incl.providing & installing

mm thick approved color Acrylic sheet of standard

quality fixed with glazing chips on upper pannel &

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

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

Providing & Fixing in position Fully Panelled / Partly

Panelled Partly Glazed / Fully Glazed Alluminium doors

with frame using approved quality anodised

extruded alluminium section as approved by Engg. In

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

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

(wt. 1.31 kg/mt.)( at 1.31 kg/mt) © Shutter bottom

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

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

& installing 5 mm thick Glass of standaed quality fixed

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

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

& direction of engg.in charge.

Providing & Fixing in position Alluminium window

2/3/4 track sliding / fix type with frame using approved

anodised extruded alluminium section as approved by

Engg. In charge.(Jindal alluminium) units

equivalent. including P/F installing 5 mm thick clear/tinted

Glass of standard quality etc.comp.

Providing & Fixing in position Alluminium vents with

frame using approved anodised extruded alluminium

section as approved by Engg. In charge.(Jindal

alluminium) units equivalent Frame section of 63.50 x

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

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 coat 15-18 micron. The PP GI

Sheet shall have plastic protective guard film of minimum

25 microns to avoid scratches during transportation. The

ridge shall be fixed to the steel members by poprivetor

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

along length of capping/flashing etc complete .

126 5.00 Supplying and fixing vinyl flooring over the surface having 963.00 Smt

1-2 mm thickness as per directed by engineer

incharge etc as completed (N.S.)

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

consultants. Use underlay for better result as per Detail

specifications and directed by the project consultants. (N.S.)

Approved Rate )

Providing and fixing 1.20 Metre high fencing with

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

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

Horizontan lines and two diagonals of galvanised steel

barbed wire weighting 9.38 Kg. per 100 Metre, strained and

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

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

1:5:10 etc complete.

Renovation and Repairing work in Chainlink fencing any

size and also refixing work incl. febrication work with all

materails to be painted one coat of primer and

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

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

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

1.0 Mt. high and 23 cm. thick cement plaster to

masonry / in C.M.1:3) and cement concrete flooring in 1:2:4:

mix 5cm.dia.drain pipe etc.complete.

Constructing a cooking platform 60 cm. width and 70 cm

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

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

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

terrazo) with plastering on exposed faces walls in C.M.

(1:4) etc complete.

Extra rate for using Ready Mix Concrete of any grade

for below ground level to vertical upto any floor with

delivery & suction Pipe & Pump etc. The 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, 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 percent is

recommended one litre chemical emulsion dillute with

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 wood surface.

Applying general insecticide pest control treatment to

floors, cup boards etc including labour material etc.

complete. Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight 0.50 percentis

recommended one litre chemical emulsion dillute with

liter of water will give. Total dillute concrentration will be

litre inclusive of one litre chemical emulsion appication

0.5 Litre chemical / Sqm of surface is recommended

Carring out plinth treatment to post construction / existing

structure by spraying chemical solution for termite

control treatment including labour and material consist

ment with I.S. specification. Using Chlordene and

Chior purfiles 20 EC. As Per 6131_paret-II

Consentration Weight on percentis recommended i.e one

litre 20 EC chemical emulsion with 19 liter give 1%

concrentration inclusive of one litre chemical emulsion

appication attherate of 5 Litre chemical / Sqm of

surface is recommended as per I.S

Carrying out wall treatment for termite control including

spraying with chemical solution in oil base (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

recommended i.e one litre chemical 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

Providing erecting and fixing double coated ISI water tank of

required capacity each with all necessary fittings and

connection etc. complete on terrace

Providing and fixing to wall, ceiling and floor galvanised

Mild steel tubes (Medium grade) of the following

nominal bore, tube fitting and clamps including making good

the wall ceiling and floor.

10.00 (A) 15mm (upto 10 ton) 244.33 Rmt

10.00 (B) 20mm (upto 10 ton) 297.25 Rmt

10.00 (C) 25mm (upto 10 ton) 393.93 Rmt

10.00 (D) 32mm (upto 10 ton) 491.51 Rmt

1.00 (E) 40mm (upto 10 ton) 596.73 Rmt

1.00 (F) 50mm (upto 10 ton) 779.60 Rmt

Providing and laying in trenches galvanised mild steel

tubes (Midium grade) of the following nominal bore,

and tube fitting (Earth work in trenches to be

measured and paid for separately)

8.00 (A) 15mm (upto 10 ton) 150.91 Rmt

10.00 (B) 20mm (upto 10 ton) 190.97 Rmt

10.00 (C) 25mm (upto 10 ton) 279.39 Rmt

10.00 (D) 40mm (upto 10 ton) 421.12 Rmt

1.00 (E) 65mm (upto 10 ton) 716.66 Rmt

1.00 (H) 80mm (upto 10 ton) 910.69 Rmt

Making connection of galvanised Mild steel distribution

branch with galvanised mild steel main 50 mm to 80 mm

nominal bore by providing and fixing tee including

cutting and threading the pipes complete.

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

working pressure poluthene pipes of the following out

side Dia. Low densidy, complete with special falnge

compression type fittings,wall clips etc.including

making good the wall ceiling and floor.

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

working pressure polythene pipes of the following out

side Dia. Low densidy, complete with special falnge

compression type fittings, wall clips etc. including

making good the wall ceiling and floor.

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 and floor 100 mm inlet and

50 mm outlet.(C)100mm dia.

Providing and fixing water closet squatting Pan

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

concrete, foot rest and trap to be measured and paid for

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

Provdg. & fixing wall mounted White / Color

Vitreous China European water closet with integral

P trap of "Cera" - Clair Series or equivalent incl. seat

cover , Chair Bracket etc. complete as per direction of engg.

In charge.(N.S.)

Providing and fixing wsh down water closet (Europe

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

the trap with soil pipe in Cement Mortar1:1 (1-

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

paid forseparately) (A) vitreous China Pattern :(i) in

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

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

waste pipe, pvcconnection etc. Complete.( size

149 5.00 Providing & Fixing Angle cock of " Ess Ess" - Trend 675.00 No.

series or equivalent standard make as approved by

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

Providing and fixing 100 mm size P or S trap for

water closet squatting pan including jointing the trap with

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

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

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) Flat Back wash basin 550 mm

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

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

painted white including cutting holes in walls and

making good the same but excluding fittings. © Vitreous

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

Providing and fixing 600 mm x 450 mm bevelled edge

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

sheet or ply wood sheet and fixing to wooden pluge with

C.P. brass screws and washers.

Providing and fixing chromium plated brass halftrun flush cock

of approved quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

Provdg. & fixing White / Color Vitreous china Counter

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

Concord series of 550 x425 mm size to be fiited in stone

counter with necessary brackets painted white incl.

cutting holes and making good the same .Cost Includes

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

mm dia. Pillar cock & Angle cock of " Ess Ess"- Trend

series ,32 mm dia. Waste pipe etc. complete as per

dir. of engg. in charge.

Providing and fixing washbasin with single holefor pillar tap

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

and making goodthe same but excluding fittings.(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v400mm size. (i) In

157 5.00 Providing & Fixing S.S.304 Grade Sink of Nirali / 1525.42 No.

Krishna or Equivalent Make for Kitchen Platform of

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

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

C.P.brass brackets fixed to wooden plugs with C.P.

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

Providing and fixing 600 mmx120 mm glass shelf with

C.P. brass bracket and guard rail complete mixed to

wooden plug with C.P.brass screws.

160 5.00 Providing and fixing toilet paper holder. (A) C.P.Brass 414.53 Each

Providing and fixing screw down bib taps of following size.

(A) Brass screw down bib tap polished bright.

5.00 (i) 15mm dia. 184.98 Each

5.00 (ii) 20mm dia. 212.68 Each

162 0.00 Providing and fixing screw down bib taps of following size.

(B) Brass chromium plated screws down Bib Tap.

5.00 (i) 15mm dia. 184.98 Each

5.00 (ii) 20mm dia. 212.68 Each

163 Providing and fixing screw down bib taps of following

size. © Gun metal screw down bib tap.

5.00 (i) 15mm dia. 157.29 Each

5.00 (ii) 20mm dia. 176.09 Each

164 0.00 Providing and fixing pillar tap, capstan head, screw

down high pressure with screws, shanks and back nuts.

5.00 (i) 15mm dia. 305.67 Each

5.00 (ii) 20mm dia. 351.18 Each

165 0.00 Providing and fixing Gun metal check or non-return

fullway wheel valve.

5.00 (i) 15mm dia. 184.98 Each

5.00 (ii) 20mm dia. 201.80 Each

5.00 (III) 25 MM DIA 416.47 Each

5.00 (E) 40mm dia 656.86 Each

Providing and fixing chromium plated brass half trun

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

5.00 (i) 20mm dia. 216.10 Each

5.00 (ii) 25mm dia. 223.73 Each

5.00 (iii) 32mm dia. 233.90 Each

Providing and fixing Urinal or approved quality

including conecting the Urinal with waste pipe , tap

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

type size 430mm x 260mm x 350mm.

Providing and fixing Urinal of approved quality

including connection with trap and with integral

longitudinal flush pipe. (A) Squating plate pattern

white earthen ware 550mm x 300mm.

Providing and fixing chromium plated, bottle trap with

necessary couplings of approved quality for wash basin.

170 5.00 Providing and fixing ball cock ofapproved quality as 131.57 Each

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

171 5.00 Providing and fixing ball cock of approved quality as 101.89 Each

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

Filling with good Quality thor as and where directed

by the Architect / Engineer-in-charge, in sunk in layers of

15 cm. thickness, including watering, ramming well etc.

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

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

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

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with solvent, including cost

of all materials.adhesive

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

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

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX

orequivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

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

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

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

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

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

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

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

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

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

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

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing in line level plumb, fabricating and fixing

three row horizontal barbed wire fencing and punched tape

concertina coil of 9 turns per meter of 610 mm dia fixed

with clips on top of the angle iron posts. The punched

tape concertina coil having sharp barbs at every 25 mm

spacing shall be 0.5 mm thick and 19 mm width and

weighting 13 kg/100 mt. (Average) as per manufacture's

specification. The rate shall also include providing

and fixing 1.20 mt.total long MS angle 40 x 40 x 6 mm

@3.00 mt.c/c spacing embaded in RCC column, angle

posts shall be painted with one coats of red oxide and two

coats of enamel paint of approved quality at top compound

178 3.00 Fixing sun film for protection sunlight in black or any colour as 850.00 Smt

as directd by engineer In Charge.(Market rate)

Providing & Fixing 3 mm thick F.R.P.sheet of Approved

Quality & Color / Pattern as per Consultant's design also

includes required fabrication structure in the grid of 2'-

0x2'-0 size using hollow pipe of16 gauge & size 2"x1" &

1"x1" ,G.I. & Bitumen Washers, Silicon paste application

for fixing the sheet . Rate also includesnecessary bending,

cutting, labor charges , Zinc Primer coat & Two coats of oil

painting of color as approved by consultants & making

good the wall. (N.S.)

180 40.00 Providing 2 mm thick F.R.P. Gutter with necessary M.S. 400.00 Rmt

Supporting Brackets. (N.S.)

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

operator, dirver etc.. ( 8 hours sift day/night)

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

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

pavadas, etc,, to carryout different works during

monsoon for 12 Hrs. Shift. Work shall be carried out as

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

shall be paid for night shift.

Roller Blind Providing and fixing Roller Blind curtain

fixed on window level on wooden batten and curtain

lift with cotton thin rope, make of aerolax or

equivalent design and colour as per instruction by

engineer – in – Charge with necessary hardware fitting,

material and labour etc complete.

Providing & Fixing Door closer - complete of Approved make

to wooden / Aluminium Doors as per direction of engg. In

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

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

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

per standard design complete.

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

cement mortar 1:1 including neat cement finishing, watering

187 1.00 Making Water connection from exi.Muni. Water line (N.S.) 250.00 No.

Providing and applying fibere reinforced cementitious

micro concrete work in cellings and beams

incl.mixture of CEMSCREED HM (F) fair mate

company material, FBR bonding agent material with

water in suItable proportion anti corrosive treatment on

exposed beam,celling steel bars with safeCore R incl.all

kind of labour etc.comp.including three coat of white

wash.(Approved Rate)

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required cable and

switch board of approved brand and make etc.comp.as

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

a including bending, binding and placing in position complete up

to floor two level (up to 10 ton)

ProvidingTMTBarFE500/500Dreinforcement for

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

complete upto floor two level placing in position complete upto

floor two level placing in position complete upto floor two

level(upto 10 ton)

Providing and fixing 30mm thick solid both side prelam PVC

door shutter (sintex door-equivalent) with necessary

alluminium fitting with EL-7 section frame

Conveyance charge of Earth,Lime, Murrum, building rubbish

earch manure or sludge and excavated rock and fly

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

Providing and laying polished granite stone slab 18 mm thick

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

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

cement slurry including rubbing & polishing etc.complete.

Wall panelling with 12 mm MDF fixed to existing

alluminium framing and making grove as per design and

finished with royal plastic paint as per instruction of

engineer incharge. (N.S.)

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

consultants. Use underlay for better result as per Detail

specifications and directed by the project consultants. (N.S.)

(Approved Rate )

Applying two coats of Birla (whitecementbased)

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

primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing

the surface free from mortar dropping

Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to

give an required shape evenshade after thoroughly brushing

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

materials.etc complete

198 0.00 High Back Chairs for vip Lounge 6750.00 Each

:Supplying and installation of “Revolving High Back”

chairs. The chairs must be robust, ergonomically

designed and comfortable. Seat & Back

Assembly -1.2 cm thick hot pressed plywood and

upholstered with Fabric and Molded Polyurethane

Foam with PVC lining all around. Back foam is

designed with contoured lumber support for extra

comfort. Chairs Dimension - Width 55 cm, Depth 60 cm

Height 103 – 115.5 cm, Seat Height(SH) 44 – 56.5 cm.

The Polyurethane foam should be molded with density

45+/-2 kg/m3 & Hardness = 16+/-2

kg/m3onHampden machine at 25% compression. Arm

Rest - One-piece Black integral skin polyurethane with

50-70 shore. `D’ Type Handle and reinforced with MS

insert. Centre Pivot Mechanism - 360o revolving type

17o maximum tilt on pivot at centre Tilt tension adjustment.

Upright locking. Telescopic Bellow Assembly - The

bellow should be 3 piece telescopic type and injection molded

in black Polypropylene. Hydraulic Height Adjustment - The

Hydraulic height adjustment should be provided with

adjustment stroke of at least 10cms. Pedestal

Assembly - The pedestal should be injection molded

in Black powder coated MS on and fitted with 5 nos.

twin wheel castors. Twin wheel castors - The twin

wheel castors should be injection molded in Black

Nylon The complete item as per architect /engineer

Providing and supplying Medium Back Chair for

Control room MODEL LIKE HOF OCT

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 draped with cloth of approved shade. (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 in charge

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

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

specified readymade powder coated 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

3 no 150 mm long aluminum butt hinges in flush door

shutters with 2 no of brass holdfast 325 mm long 1 no

brass tower bolt 250 mm long and two no of 150 mm long

brass door handle . Decorative both side laminated

Flush door 35 mm thick. with frame of 10 cm x 7 cmt

Indian teak wood frame including all necessary fitting

fixtures hardware screw and adhesive etc fixing up to all

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

per direction of engineer in charge

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

instructionof engineer in charge same as lal darwaja garden

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

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

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

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

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

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

to be painted one coat of primer and two coats of paint as

directed in line and level. (N.S)

Providing & Fixing masonary wall with porbandar lachiya

stone with well dressed grooveas per directed by engg.in

charge for foundation, plinth or super structure level (above

plinth level upto floor two level) in cement mortar 1:5 (1-

cement : 5-fine sand) incl.pointing the joint with white cement

and yellow oxide powder in proportion to match stone colour

the joints should be thread grooved as per exi. lake stone

pitching apperance

1.00 (A) stone masonary wall/stone dressed single faced (size 8990.00 Cmt

1.05 (B) stone coping (size 15"x8"x4") 510.00 Rmt

1.00 (C) stone coping (size 15"x8"x9") 790.00 Rmt

1.00 (D) stone column (size 15"x15") 10710.00 Cmt

1.00 (E) stone column top (size 20"x20"x9") 685.00 No.

Supplying and fixing of 300 mm-L x 15 mm-B x 380 mm-H

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

nominal size black trap aggregate of Sevaliya/Timbaor

equivalent quality for pre-cast blocks,

reasonablyexposed finish/ formwork , mould

with well equippedwith vibratory system for kerb stones

of approved design including curing, etc. complete,

including thecost of formwork etc. complete. The rate

shall also include necessary cutting of asphalt,

fixing the Kerbstones in line and level on 5 cm thick

sand bedding withnecessary equipments and

materials. The rate shall also include the flush pointing in

CM (1:3) for all joints of thekerbstones. Filling of zari alone the

sides of the kerbstone fixed with Bituminous

concrete Bituminousconcrete / C.C. mixed in proper

position to flush withthe road surface as directed by

Engineer in change to form a portable mixture.a) Laying

on 5 cm thick Sand Bedding

Providing and Laying of Rubber Moulded Paver Block

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

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

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

service lanes and other areas as mentioned in the drawing /

instruction of engineer in charge. Cost includes formworks

using rubber mould, Rate providing and laying paver blocks

as per required grading and specification. The paver block

shall be mechanically compacted. The work of paving blocks

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

work only. It should be laid in such a way that the no cutting of

the paver block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and carting.

The finished surface of the paver block shall have resonably

good, plain finished. Paver blocks shall be compacted and

shall be relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5 cms thick

Provoding and fixing flush door shutters, solid core

construction with frame of first class hard wood with cross

board and face veneer or ply wood face panels, including

anodised alluminium butt hinges with necessary screws. (B)

Non- decorative type and block board core anodised

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

Labour work for fixing any kind of paving with cement pointing

in CM 1:2, including watering, ramming etc comp. as dir.For

208 5.00 I) Laying on Sand bedding as per requirement to fix the 78.00 Smt

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

Box type metal letters forming composite box made from

1mm thick stainless steel plate of grade 304 having brush

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

and or Gujrati and including fixing charges approved before

fixing by clent / consultant.

A 0.00 400mm high 1000.00 Nos.

B 0.00 300 mm high 750.00 Nos.

C 0.00 230 mm high 565.00 Nos.

210 0.00 Providing and fixing false ceiling at all height including 850.00 Smt

providing and fixing of frame work made of special sections,

power pressed from M.S. sheets and galvanized with zinc

coating of 120 gms/sqm (both side inclusive) as per IS :

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

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

centre, one flange fixed to the ceiling with dash fastener

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

mm with tapered flanges of 26 mm each having lips of

mm, at 450 mm centre to centre, shall be fixed in a direction

perpendicular to G.I. intermediate channel with connecting

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

every junction, including fixing perimeter channels 0.5 mm

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

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

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

@ 230 mm interval, including fixing of gypsum board to ceiling

section and perimeter channel with the help of dry wall screws

of size 3.5 x 25 mm at 230 mm c/c, including jointing and

finishing to a flush finish of tapered and square edges of the

board with recomme-nded jointing compound , jointing tapes

finishing with jointing compound in 3 layers covering upto

mm on both sides of joint and two coats of primer suitable for

board, all as per manufacturer’s specification and also

including the cost of making openings for light fittings, grills,

diffusers, cutouts made with frame of perimeter channels

suitably fixed, all complete as per drawings, specification and

direction of the Engineer in Charge but excluding the cost of

Providing and fixing wall acoustical paneling using ecotone

Slato/ Anutone slato or equivalent Acoustic Panel make Slats

L-16 of size 128mmx2430mmx16mm thick up to 2400mm

high as per the following specification :-Slats L-16- 2mm

@16mm, 32 x 128 x 2430 mm high grade Pine wood base

Medium Density Fiber acoustic boards with Tongue & Groove

Edge,2mm slot perforation @ 16mm centre, slates

perforations, The acoustic should be furnished with a Black

absorbent felt backing with an airflow resistance of 330-

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

to 0.75,should meet the safety requirements of EN

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 / Engineer.

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

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

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

PATTERN FOR GRIP COLOUR :- YELLOW & BLACK

BODY MATERIAL :- MODIFIED THERMOPLASTICS

(Polymer Rubberized ) • ECO FRIENDLY RECYCLE

RUBBER Packing :- 4 pcs/ woven Bag Load Capacity :-

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

HOLE HEX Bolts with Washer Epoxy for Bolt Fitting etc.

complete as directed by EIC .

Providing & Fixing in position 24 MM exposed grid

suspension system with “P “ Grid profile false ceiling system

using 600 MM X 600 MM ecotone/anutone or equivalent

make Glass Fiber Ceiling Tiles having tegular edges &

NRC value and approved surface design (with NRC of 0.90)

and edge profile Tegular placed in a suspended grid of size

600 MM X 600 MM made from hot dipped GI Steel sections,

rotary stitched, main tee of size 24 X 42 X 3000 MM X

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

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

necessary level adjusters & intermediate cross tees of size

X 38 X 600 MM X 0.40 MM thickness shall be inserted in to

slots between the main tees at 600 MM centers in direction

vertical to the main tees, where in the main tees are resting

on the periphery on wall angles of size 24 MM X 24 MM X

3000 MM X 0.40 MM thickness including providing necessary

openings for light fixtures, diffusers etc.

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

shall be woven from formulated platisol extruded over a

polyaster yarn.The fabric shouldl be weaved to provide subtle

view of the side of the blind 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 preparation, to receive Texture paint finish

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. Diffusers,

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

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

directd by engineer In Charge.

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

& water tight G.T.Stone including fixing of covervSquare

mouth trap 100 mm x100 mm size P-Trap

Providing cement vata (10cmx10cmsize) quarter roundin

cement mortar 1:1 including neat cement finishing, waterin

getc. complete.

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

mixture of Cement Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes and joints

complete.(A) 100mm dia.

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

mixture of Cement Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes and joints

complete.(B) 150mm dia.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

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

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

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

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

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

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

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete

etc. complete.(i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

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

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

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

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

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

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

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete

etc. complete.(i)Inside dimensions 500mm x 700 mm and

450mm deep for pipe line

with one or two inlets.

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

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

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

racking out the joints incl. necessary excavation of asphalt,

soil etc..completed.

Constructing a cooking Sandwich platform 60 cm. width and

70 cm high resting on B.B.Masonry walls

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

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

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

Providing and fixing hard drawn steel wire fabric 75mm x

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

window frames etc. including60 x 20mm beading of teak

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

then application of 15 mm plaster on R.C.C.& masonary joints

as per dir.of engg.in charge

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

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

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

of neat cement. (A) 50mm thick.

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

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

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

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

inside and outside plaster in CM 1 :3 and water proofing

treatment as per IWP specification,including injection,

grouting, etc. complete. The rate includes for providing and

fixing two nos. 0.6m. x 0.6 m. size medium duty CI manhole

cover/s at top, including wash out pipe line and inlet and

outlet connections etc. complete.

229 1.00 Providing & Fixing of Armstrong Mineral Fibre Acoustical 1307.00 Smt

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 system with 15mm white flanges incorporating a

6mm central reveal in 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. Mineral Fibre

Acoustic Modular Ceiling Tile should be GREENPRO certified

and qualifies as GREEN PRODUCT certified by CII Green

Products and Services Council.INSTALLATION: To comprise

main runner spaced at 1200mm centres securely fixed to the

structural soffit using Armstrong suspension system

(specifications below) at 1200mm maximum centre. The

First/Last Armstrong suspension system at the end of each

main runner should not be greater than 450mm from the

adjacent wall. Flush fitting 1200mm long cross tees to be

interlocked between main runners at 600mm centre to form

1200 x 600 mm module. Cut cross tees longer than 600mm

require independent support. 600 x 600mm module to be

formed by fitting 600mm long flush fitting cross tees centrally

between the 1200 mm cross tees.Perimeter trim to be

Armstrong wall angles of size 3000x19x19mm, secured to

walls at 450 mm maximum centres. Installation should be

carried out as per Armstrong recommended

procedure.ARMSTRONG SUSPENSION SYSTEM

accessories manufactured and supplied by Armstrong World

Industries consisting of M6 Anchor Fasteners with Vertical

Hangers made of Galvanised steel of size 26 x 26 x 25 x

1.2mm with a Galvanised Thickness of 80gsm, A pre

Straightened Hanger wire of dia – 2.5 mm of 1.8 m length.,

thickness of 80gsm and a tensile strength of 344-413 MPa,

along with Adjustable hook clips of 0.8mm thick, galvanised

spring steel for 2.68 mm with a minimum pull strength of

kg. The adjustable clip also consists of a 3.5 mm aquiline wire

to be used with the main runner.

Providing and fixing PVC Printed pain colour false ceiling with

grid type with alluminium frame consisting of 600mm x

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

frame work made using anodized alluminium T section of size

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

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

work is supported from the cceiling with the help of G.I. hook

and G.I. wire/6mm M.S. rods of required sizes to maintain

proper level etc. The aluminium frame work is supported on

side wall with the use of alluminium L section of size 1 x1 (25

x 25mm) angles etc. complete as per direction of Engineer in

charge. Manufactures specification and drawing.

Providing and supplying of labour for necessary manual

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

any other work as directed by Engineer In charge. The Rate

includes Handcart with Mazdoor

A 5.00 Mukadam/supervisior/karigar 348.00 No

B 10.00 Fitter/Plumber/Mason 697.00 No

C 10.00 WELDER/ Gas cutter at Day /night 689.00 No

Supplting of welding machine / gas cutter including cost of

welding rods/gas, Transportation, including carting from site

E 10.00 Mazdoor at Day Male/Female 328.00 No's

Supplying electric breaker machine for RCC slab or asphalt

demolishing work on site by using operator, fuel, power

supply etc.complete as directed. (no payment should be

allowed for non working condition of machinery and for pipe

line excavation and M.H. work. Allowed only for break down

work) (Based on Previously approved rate by CE sir )

CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x

600mm clear opening etc. comp. As directed by engineer in

charge. (Based on Central Store Rate)

Providing and fixing concealed center point to wall ceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation

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

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete.

A 1.00 15 MM DIA 165.21 Rmt

B 1.00 20 MM DIA 202.97 Rmt

C 1.00 25 MM DIA 247.25 Rmt

D 1.00 32 MM DIA 330.36 Rmt

E 1.00 40 MM DIA 437.66 Rmt

F 1.00 50 MM DIA 647.30 Rmt

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

22.5mm and painting with two coats of Anti-corrosive paint

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

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

be not less 4.53 Kg.)

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

working pressure polythene pipes of the following out

side Dia. Low densidy, complete with special falnge

compression type fittings, wall clips etc. including

making good the wall ceiling and floor.

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

bedded in putty and fixed with wooden beading including the

cost of wooden beadings of first class teakwood and

necessary cutting of glass. (2) 6 mm thick.

Providing and fixing rough cast wired glass, 6mm thick

bedded in putty and fixed with

wooden beading including the cost of wooden beadings of

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

Providing and supplying ISI marked only standard length

Stonewate pipes in standard lengths of following class and

diameter including all taxes,insurance, transportiton, fright

charges, octroi,inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete

Lowering, laying and jointing stone ware pipes of following

diameters with cement joints in C.M.1:1 proportion in proper

position , grade and alignment at all level as directed by

Engineer-in- charge including conveyance from stone to site

of work, Jointing material etc.comp.(GWSSB SOR 2021-22)

Constructing Chamber of following size including excavation,

refilling, BBCC (1:5:10) for foundation, C.C.Channel (1:2:4),

finished 15 mm thick cement plaster inside in CM 1:3,

finishing with cement slurry, Brick masonary in CM 1:5 &

excluding the cost of chamber seat cover etc..completed.

(Based on Drainage SOR 2009-10)

1.00 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 2261.60 No

0.90meter for pipe dia <=150 mm.

1.00 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 2874.10 No

0.90meter for pipe dia <=20 mm.

1.00 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 3905.35 No

meter for pipe dia <=20 mm

244 0.00 Making connection to the ex. M.H.in running sewer incl.

Dewatering and other required machinery etc. of following dia

pipes at any convenient time. All damaged work shall be well

repaired as per instructions. etc..complete. (Based on

Drainage SOR 2009-10)

5.00 a. 150 mm to 300 mm dia. 1339.28 No

5.00 b. 400 mm to 600 mm dia. 2232.14 No

Cutting the pipes of following dia coming in the new M.H.in

running sewer including cutting bars, including removing

debris /silt from the M.H. and carting at a suitable distance

etc..complete as directed. No payment for M.H. work will be

made until pipe is not cut completely in all respect. (Based on

Drainage SOR 2009-10)

246 0.00 Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris

from MH and carting the same as directed. (Based on

Drainage SOR 2009-10)

0.00 (A) up to 0.15 mt. (@ Two Coarse) 732.14 No

0.00 (B) up to 0.35mt. (@ Four Coarse) 1160.71 No

0.00 (C) up to 0.65 mt. (@ Seven Coarse) 1794.64 No

0.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2160.71 No

Repairing damaged I.C./ Raising removing damaged

brick work and repairing by brick masonry in C.M. 1:5 and

plaster in C.M. 1:3 and fixing C.I. steps and existing

chamber sheet cover, removing the debris from chamber and

carting the same as directed. (Based on Drainage SOR

RCC Precast M.H.Frame & Cover Manufacture , supply &

Delivery at store or at side of work Precast RCC M200 Frame

& Cover Suitable to drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S. Angles or Flat

cutting mold work etc.(GWSSB SOR 2021-22)

0.00 Heavy Duty

0.00 Frame Suitable for 50 Cm opening of MH 1255.00 No.

0.00 Cover Suitable for 50Cm Opening Of MH 1314.00 No

0.00 Light Duty

0.00 Frame Suitable for 50 Cm opening of MH 1120.00 No.

0.00 Cover Suitable for 50Cm Opening Of MH 1194.00 No

0.00 House connection Chamber Light Duty

0.00 Frame 911.00 No.

0.00 Cover 1030.00 No

249 0.00 Washing and cleaning tub or channel of T.C rate 100.00 No.

incl.Transport of silt ,soil and debries etc from the site to

approved location, including loading,unloading,stacking as

directed etc.comp

250 1.00 Painting the kids picture chart & letter writting of different size 2500.00 per wall

and shapes as per details/design etc.comp. as dire. face

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles)

and getting out the soil and disposal of the surplus excavated

soil as directed within a lead of 50 Meter for following

diameter of pipes.(iii) 300 mm

Extra for under reaming inside the bore Holes for under

reamed piles of following Diameter.(iii) 300 mm

252 1.00 S.S. Railing pipe 50 mm x 16 G ASIS 304 Grade 1004.24 Rmt

253 1.00 S.S. Railing pipe 16 mm x 16G ASIS 304 Grade 366.10 Rmt

254 1.00 Health Fauset Heavy duty with hook with fitting 576.27 No

255 1.00 Glass 2 mm to 3 mm thick 105.93 Smt

Total Amount Rs.

Total Amount Rs.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPALCORPORATION

WestZone,ZonalOffice",2ndFloor,A.M.Office,Dr.RamanbhaiPatelBhavan,Usma

npura,AhmedabadMunicipalCorporation,W.Z.Office,Ahmedabad-

380013.MunicipalCommissionerinvitesPercentageRatesealedtendersfrominterested

MEMORANDUM OF WORKS IN BRIEF

Requried Repairing And

Renivoation work of

Diff.Muncipal Buidling Work

1. Name of Work :- Under Of Ahmedabad Muncipal

Corporation At Nava Vadaj

Ward in West Zone.(ARC)

2. Tender Estimated Cost :- Rs:-

1% of the Tender Cost in the form of

3. Earnest Money :- Rs.25,000.00 (D.D. / Pay Order / Local Micr

4 Tender Fee Rs : Demand Draft of Rs.

6. Time-Limit : 12 months

7. Validity Period : 120 Days

8. (i) Last Date of Submission :

(ii) Mode of Sending : a) In Sealed cover in duplicate copies by

Registered Post A.D, or by Courier.or

b) Tender sent by ordinary post will be

rejected out right.

(iii) Description essential to : a) Name of work, Tender Notice No. &

be made on sealed cover Tender No.

b) Date of receiving tender by

(iv) Mode of quoting rates in :

The Price bid shall be submitted online only.

Schedule of Quantities and It shall not be submitted Physically.

9. Date of Opening : Dt. 18-07-2026 , 15:00 PM

10 Place of Submission & : Submission of EMD. Tender fee and other

Opening of Tender Documents during office hours: On date. 18-

07-2026 & 12:00 pm West Zone, 2nd Floor,

A.M. Office, Dr. Ramanbhai Patel Bhavan,

Usmanpura.Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013.

11 Penalty Due to Delay of work (1) Rs.1000/- per day (for tenders amounting upto

10 Lakhs), (2) Rs.2500 per day (for tenders

amounting above 10 Lakhs and upto 30 Lakhs), (3)

Rs.5000 per day (for all tenders amounting above

30 Lakhs) but not more then 10% of bill

12 Defect Liability : As per Tender Condition

Whenever a work is allotted by Engineering staff,

whether minor or major of part thereof of any

amount, the contractor shall be bound to start the

works within 48 hours of intimation of work.

Communication done telephonically via SMS, Via

Whatsapp and through letter / E-mail shall be

considered legal and binding for the same. Failure

of comply to start the works in 48 hours of

Time permitted to start parts of intimation as above by contractor the contractor

work shall be levied penalty of (1) Rs.1000/- per day (for

tenders amounting upto 10 Lakhs), (2) Rs.2500 per

day (for tenders amounting above 10 Lakhs and

upto 30 Lakhs), (3) Rs.5000 per day (for all tenders

amounting above 30 Lakhs). Three times failures by

contractor shall make contractor responsible to be

black listed unless and otherwise justified properly

in writing / binding within 15 days of last notice of

14 GST ftuLx[t¾xhlu «J<obtl GST yjd&e åþfJJtbtk ytJNu

Seal and Signature of the Bidder Add.City Engineer

Finance dept. circular No-10 Dt.05-08-2024

(A) Guarantee issued by following banks will be accepted as SD/EMD on permanent basis.

All nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for

the period up to March- 31, 2025. The validity cut-off date in the GR is

with respect to the date of issue of Bank Guarantee irrespective of the

date of termination of Bank Guarantee.

(I) Commercial Banks :-

1. A U Small Finance Bank

3. Bandhan Bank

4. City Union Bank

6. DBS Bank India Limited

8. Equitas Small Finance Bank

9. Federal Bank

14. IDFC First Bank

15. IndusInd Bank

16. Jana Small Finance Bank

17. Karnataka Bank

18. Karur Vysya Bank

19. Kotak Mahindra Bank

20. South Indian Bank

21. Tamilnadu Mercantile Bank

22. Utkarsh Small Finance Bank

(II) Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. Baroda Gujarat Gramin Bank

9. Saurashtra Gramin Bank

10. The Gujarat State Co-Operative Bank

11. The Mehsana Urban Co-operative Bank Limited

12. The Surat District Co-operative Bank

13. The Surat Peoples Co-operative Bank

seal and Signature of the Bidder Addl City Engineer

AHMEDABADMUNICIPALCORPORATION

InvitationforBid(IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (here in after called“the

Employer”) invites sealed Tender document from reputed and qualified bidders

for the construction of Works detailed in the Table below:-

Sr. NameofWorks Approximate Earnest Completion

No value of works Money Period

. (Rs.) Deposit

1 Requried Repairing And Rs.25,00,000.00 Rs.25,000/- 12 Months

Renivoation work of

Diff.Muncipal Buidling Work

Under Of Ahmedabad Muncipal

Corporation At Nava Vadaj

Ward in West Zone.(ARC)

2. Interested bidders shall download the tender documents from AMC’s website

www.amcnprocure.com/www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs. 1500.00 in the form

of Demand Draft/Pay Orderfromany NationalisedBank in favour

ofMUNICIPALCOMMISSIONER,Ahmedabad,payableatAhmedabad,whichshall

benonrefundable.

4. AllbidsmustbeaccompaniedbyEarnestMoneyDepositoftheamountspecifiedforthe

WorksintheaboveTablepayableatAhmedabadanddrawninfavourofMUNICIPALC

OMMISSIONER,Ahmedabad,payableatAhmedabad,.EarnestMoneyDepositwill

havetobespecifiedinClause2ofFinancialCondition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone,

2ndFloor,Dr.RamanbhaiPatelBhavan,Usmanpura,AhmedabadMunicipalCo

rporation,W.Z.Office,Ahmedabad-380013.

TheBidswillbeopenedattheofficeofAddl.CityEngineer(W/Z),AhmedabadMunicipalCorporation,2nd

Floor,Dr.RamanbhaiPatelBhavan,Usmanpura,Ahmedabad MunicipalCorporation, W.Z.Office,

Ahmedabad-380013. in thepresenceof bidders or their representatives who choose to attend.In the

event of thespecifieddateofbid submission/opening being declared aholiday

fortheEmployer,thebidsshallbereceived/openedonthenextworkingdayatthesameplaceandthesametime

SPECIFICATIONS OF MATERIALS – CIVIL

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

For materials relevant specification of Building Specification shall apply.

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

NAME OF THE WORK :- Requried

Repairing And Renivoation

work of Diff.Muncipal Buidling Work Under Of

Ahmedabad Muncipal Corporation At Nava Vadaj Ward in

West Zone.(ARC)

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 category.

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 50 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

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)

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 etc. complete.

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 20 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 consolidated.

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 under floors.

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)

Providing and laying cement concrete1:3:6(1-Cement:3-coarse sand:6-hand broken stone aggregates 40mm

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

Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-hand broken stone aggregates 20mm nominal

size) and curing complete including cost of formwork in (A) wall caps/ coping (upto 10 ton)

Providing and laying cement concrete work 1:2:4 ((1-Cement:2-coarse sand:4-graded aggregates 20mm

nominal size) curing complete excluding cost of formwork and reinforcement ( up to {(a) to (c)}

Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 20 mm

nominal size) for reinforced concrete chhajjas not exceeding 10 cm. thickness upto floors two level

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

and even surface centering and form work and curing complete excluding cost of reinforcement.

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6, Grit shall

conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.

2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete mix

shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm nominal size) by volume.

Concrete work shall have exposed concrete surface or as specified in the item.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond approximately to

1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume respectively.

2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight (0.0342

Cu. M) for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

concrete aggregate by volume aggregate to coarse water per

per 50 Kgs, of cement aggregate 50 Kgs. of

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters

M-150 (1:2:4) 220 ” aggregate by volume but 32 “

M-200 (1:1 1/2 :3) 160 “ subject to and upper 30 “

M-250 (1:1:2) 100 “ limit of 1:1/2 and lower 27 “

2.4 The water cement ratios shall not more than those specified in the above table. The cement content of the

mix specified in the Table shall be increased if the quantity of water in a mix has to be increased to

overcome the difficulties of placement and compaction so that the water cement ratio specified in the Table

is not exceeded.

2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound to give a

concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the means

2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified but in no case

greater than surround all reinforcement thoroughly and to fill the corners of the form.

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally considered

2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal maximum size of

coarse aggregate should usually be restricted to 5 mm less than the minimum clear distance between the

main bars, or 5 mm less than the minimum cover to the reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may not be

important and the nominal maximum size may sometimes be as greater than the minimum cover.

2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the evidence that

with the passage of time, neither the compressive strength of concrete is reduced nor are other requisite

qualities of concrete and steel impaired by the use of such admixtures.

3.0 Workmanship:

3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured in terms of

bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu. Meter. Boxes of suitable

sizes shall be used for measuring sand aggregate. The size of the boxes (internal) shall be 35 cms x

cms. and 40 cms deep. White measuring the aggregate and sand, the box shall be filled without shaking

ramming or hammering. The proportioning of sand shall be on the basis of its dry volume and in case of

damp sand, allowances for bulkage shall be made.

3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be kept

in first class working condition and so maintained throughout the construction. Measured quantity of

aggregate, sand, cement required for each batch shall be poured into the drum of the mechanical mixer

while it is continuously running. After about half a minute of dry mixing, measured quantity of water required

for each batch of concrete mix shall be added gradually and mixing continued for another one and half a

minute. Mixing shall be continued till materials are uniformly distributed and uniform color of the entire mass

is obtained and each individual particle of the coarse aggregate shows complete coating of mortar

containing its proportionate amount of cement. In no case shall the mixing be done for less than 2 minutes

after all ingredients have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other reasons, it shall

be done on the smooth watertight platform large enough to allow efficient turning over the ingredients of

concrete before and after adding water. Mixing platform shall be so arranged that no foreign material gets

mixed with concrete nor does the mixing water flow out. Cement in required number of bags shall be placed

in a uniform layer on top of the measured quantity of fine and coarse aggregate, which shall also be spread

in a layer of uniform thickness on the mixing platform. Dry coarse and fine aggregate and cement shall then

be mixed thoroughly by turning over to get a mixture to uniform color. Specified quantity of water shall then

be added gradually through a rose-can and the mass turned over till a mix of required consistency is

obtained. In hand mixing quantity of cement shall be increased by 10 percent above that specified.

3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting in a

new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of concrete from the

mixture shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be thoroughly

cleaned before changing from one type of cement to another.

3.3 Consistency :

3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of vibration of

concrete, shall be determined by regular slump tests in accordance with I.S. 1199-1959. The slump of

10mm to 25mm. shall be adopted when vibrators are used and 80mm when vibrators are not used.

3.4 Inspection:

3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms to permit

him to inspect and accept the false work and forms as to their strength, alignment, and general fitness but

such inspection shall not relieve the contractor of his responsibility for the safety of men, machinery,

materials and for results obtained. Immediately before concreting, all forms shall be thoroughly cleaned.

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One carpenter with

helper shall invariably be kept present throughout the period of concreting. Movement of labour and other

persons shall be totally prohibited for reinforcement laid in position. for access to different parts, suitable

mobile platforms shall be provided so that steel reinforcement in position is not disturbed. For ensuring

proper cover, mortar blocks of suitable size shall be provided so that steel reinforcement in position is not

disturbed. For ensuring proper cover, mortar blocks of suitable size shall be cast and tied to the

reinforcement. Timber kapachi or metal pieces shall not be used for this purpose.

3.5 Transporting and laying:

3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so transported

and placed that no contemination, segregation or loss of its constituent material takes place.

All form wok shall be cleaned and made free from standing water, dust, show or ice immediately before

placing of concrete.

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-charge has

3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete shall not

be placed against concrete which has been in position for more than 30 minutes unless a proper

construction joint is formed. Concrete shall compacted in its final position within 30 minutes of its discharge

from the mixer. Except where otherwise agreed to by the Engineer-in-charge concrete shall be deposited n

horizontal layers to a compacted depth of not more than 0.45 meter when internal vibrators are used and

not exceeding 0.30 meter in all other cases.

3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place from a

height exceeding 2 meters. When trunking or chutes are used they shall be kept close and used in such a

way as to avoid segregation. When concreting has to be resumed on a surface which has hardened, it shall

be roughened, swept clean, thoroughly wetted and covered with a 13 mm thick layer of mortar composed of

cement and sand in the same ratio as in the concrete mix itself. This 13 mm layer of mortar shall be freshly

mixed and placed immediately before placing of new concrete. Where concrete has not fully hardened, all

laitance shall be removed by scrubbing the wet surface with wire or bristle brushes, care being taken to

avoid dislodgment of any particles of coarse aggregate. The surface shall then be thoroughly wetted, all free

water removed and then coated with neat cement grout. The first layer of concrete to be placed on this

surface shall not exceed 150 mm in thickness and shall be well rammed against old work particular attention

being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of vibrators,

unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as concreting under

water, where vibrators cannot be used. Sufficient vibrators in serviceable condition shall be kept at site so

that spare equipment is always available in the event of breakdowns.

Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse aggregate

and begins to cream up to form an even surface. Compaction shall be completed before the initial setting

starts i.e. within 30 minutes of addition of water to dry mixture. During compaction, it shall be observed that

needle vibrators are not applied on reinforcement which is likely to destroy the bond between concrete and

3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain, running

water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be covered

with wet sacking, hassain or other similar absorbant material approved, soon after the initial set and shall be

kept continuously wet for a period of not less than 14 days from the date of placement. Masonary work over

foundation concrete may be started after 48 hours of its laying but curing of concrete shall be continued for

a minimum period of 14 days.

3.7 Sampling and Testing of concrete:

3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made, cured and

tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A random sampling

procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of being

tested i.e. the sampling should be spread over the entire period of concreting and cover all mixing units. The

minimum frequency of sampling of concrete of each grade shall be in accordance with following:

Quantity of concrete No. of Quantity of concrete in No. of samples

in the work samples the works

51 and above 4+ one additional for each additional 50 M. or part thereof.

NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from each sample,

five for testing at 7 days and the remaining five at 28 days. The samples of concrete shall be taken on each

day of the concreting as per above frequency. The number of specimens may be suitably increased as

deemed necessary by the Engineer-in-charge when procedure of tests given above reveals a poor quality of

concrete and in other special cases.

3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified cube

strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value less than the

specified strength provided the lowest value is not less than 85% of the specified strength. If the concrete

made in accordance with the proportions given for a particular grade, does not yield the specified strength;

such concrete shall be classified as belonging to the appropriate lower grade. Concrete made in accordance

with the proportions given for a particular grade shall not, however, be placed in a higher grade on the

ground that the test strength are higher than the minimum specified.

3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike the form

work. While fixing the time for removal of form work, due consideration shall be given to local conditions,

character for the structure, the weather and other condition that influence the setting of concrete and of the

materials used in the mix. In normal circumstances (generally where temperatures are above 20 C) and

where ordinary concrete is used, forms may be struck after expiry of periods specified in item No 9.1(A) for

respective item of form work.

3.8.2 All form work shall be removed without causing any shock or vibration as would damage the concrete.

Before the soffit and struts are removed, the concrete surface shall be exposed, where necessary in order to

ascertain that the concrete has sufficiently hardened. Centering shall be gradually and uniformly lowered in

such manner as to permit the concrete to take stresses due to its own weight uniformly and gradually.

Where internal metal ties are permitted, the or their removable parts shall be extracted without causing any

damage to the concrete and remaining holes filled with mortar. No permanently embedded metal part shall

have less than 25 mm cover to the finished concrete surface. Where it is intended to re-use the form work, it

shall be cleaned and made good to the satisfaction of the Engineer-in-charge. After removal of form work

and shuttering, the Executive Engineer shall inspect the work and satisfy by random checks that concrete

produced is of good quality.

3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement concrete

member and used for shuttering or any other purpose shall be cut inside the cement concrete member to a

depth of at least 25 mm below the surface of the concrete and the resulting holes be filled by cement mortar.

All fine caused by form joints, all cavities produced by the removal of form ties and all other holes and

depressions honeycomb spots, broken edges or corners and other defects shall be thoroughly cleaned,

saturated with water and carefully pointed and rendered true with mortar of cement and fine aggregate

mixed in the proportions used in the grade of concrete that is being finished and of as dry consistency as is

possible to use. Considerable pressure shall be applied in filling and pointing to ensure thorough filling in all

voids. Surfaces which are pointed shall be kept most for a period of 25 hours.

If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or character as to

effect the strength of the structure materially or to endanger the life of the steel reinforcement, he may

declare the concrete defective and require the removal and replacement of the portion of the structure

4.0 Mode of measurement and payment:

4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete

laid in excess of section shown on drawings or as directed shall not be measured. No deduction shall be

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and steps

etc. up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,

vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing

concrete of specified strength. The rate excludes the cost of form work.

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

5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete

(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals beams

girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to floor two level (D)

Staircase up to floor two level (E) Vertical and horizontal fins up to floor two level.

1.0 Materials & Workmanship

1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be carried out for

reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations shall be

(a) The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2 (1

cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the specified cover shall be

placed between the bars and shuttering as to secure and maintain the requisite cover of concrete over the

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be held in position

by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.

(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes with slotes

accurately out in them. The temphtes shall be removed after concreting has been done below it. The bars

may also be suitably tied by means of annealed steel wires to the shuttering to maintain their position during

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are to be

attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars are not

likely to be incorporated with succeeding mass of concrete within the following 10 days. This coat of thin

neat cement shall be removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

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

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 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 320 kg )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.

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 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 320 kg )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.

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 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

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 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 )

Mode of Measurement shall be on cubic meter basis.

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 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

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 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 )

Mode of Measurement shall be on cubic meter basis.

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and reinforcement including

cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS

shall be maintained) (Cement level 475 kg )

Providing and laying in position Ready Mixed M-350 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and reinforcement including

cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456shall be

maintained) (Cement level 500 kg )

Materials & Workmanship :

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall conform to M-8.

Coarse aggregate shall conform M-12 B.

The proportioning of cement and aggregates shall be done by weight and necessary precautions shall be taken in

the production to ensure that the required work cube strength is attained and maintained. The controlled concrete

shall be in grades of M-100, M-150, M-200, M-250, M-300, M-350, M-400, with prefix controlled added to it. The

letter ‘M’ refers to mix and numbers specify 28 days works cube compressive strength of 150 mm cubes of the mix

expressed in Kg. / Cmt.

The proportion of cement, sand and coarse aggregates shall be determined by weight. the weight batch machine

shall be used for maintaining proper control over the proportion of aggregates as per mix design.

The strength requirements of different grades of concrete shall be as under:

Grade of Concrete Compressive strength of 15 cms 28 cubes in Kg./Cmt. at with I.S.

days conducted in accordance 516-1959

Preliminary test Work test

In all cases, the 28 days compressive strength specified in above table above be the criteria for acceptance or

rejection of the concrete

Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two grades specified

in the above table such concrete shall be classified in for all purposes as concrete belonging to the lower of the two

grades between which its strength lies.

The proportions for ingredients chosen shall be such that concrete has adequate workability for conditions prevailing

on the work in question and can be properly compacted with means available except where it can be shown to the

satisfaction of the Engineer-in-charge, that the supply of properly graded aggregate of uniform quality can be

maintained till the completion of work. Grading of aggregate shall be controlled by obtaining the coarse aggregates,

in different sizes and being in them in the right proportions as required. Aggregate of different sizes shall be stocked

in separate stock piles. The required quantity of material shall be stock piled several hours, preferably a day before

use. The grading of coarse and fine aggregate shall be checked as frequently as possible, the frequency for a given

job being determined by the Engineer-in-charge to ensure that the suppliers are maintaining the uniform grading as

approved for samples used in the preliminary tests.

In proportioning concrete, the quantity of both cement and aggregate shall be determined by weight. Where the

weight of cement is determined by accepting the maker’s weight per bag a reasonable number of bags shall be

weighted separately to check the net weight. Water shall either be measured by volume in calibrated tanks or

weighed. All measuring equipments shall be maintained in clean and serviceable condition. Their accuracy shall be

periodically checked.

In is most important to keep the specified water cement ratio constant and at its correct value. To this end, moisture

content in both fine and coarse aggregates shall be determined by the Engineer-in-charge, according to the weather

conditions. The amount of mixing water shall then be adjusted to compensate for variations in the moisture content.

For the determination of moisture content in the aggregates, I.S. 2389(Part III) shall be referred to. Suitable

adjustments shall also be made in the weights of aggregates due to variation in their moisture content. Minimum

quantity of cement to be used in concrete shall not be less than 220 Kgs./M 3 in plain concrete and not less than

250 Kg/M3 in reinforced concrete.

Mode of measurement and payment:

The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete laid in

excess of section shown on drawings or as directed shall not be measured. No deduction shall be made for –

Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and steps etc. up

to 500 Sq. Cm. in section.

Opening up to 0.1 Sq. M.

The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position, vibrating and

compacting, finishing, as directed, curing and all other incidental expenses for producing concrete of specified

strength. The rate excludes the cost of form work.

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

complete, excluding the cost of form work and reinforcement for reinforced concrete work in:

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

20 mm nominal size) and finishing smooth with curing etc. complete including the cost of form work but

excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm and upto

Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc. complete including the cost of form work but excluding the cost of

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

Mode of Measurement shall be on cubic meter basis.

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

aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the cost of

form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 8 cm

and upto 10 cm.thickness

Mode of Measurement shall be on cubic meter basis.

Item No. 16(A) :

Brick work using common burnt clay building bricks having crushing strength not less than 35kg./Sq.Cm.in

foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B) Conventional (upto 10 ton)

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick

shall conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before

use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of

through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except

when necessary to complete to bond; closer in such case shall be cut to required size and used near the

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first

be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face

shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of course, the

vertical joints shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint

shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The

thickness of brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s

sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent

checking during the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected

brick work shall be kept not more than one meter over the rest of the work. Where this is not possible, the

work shall be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in

wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed

mm. The face joints shall be raked out as directed by taking tools daily during the progress of work, when

the mortar is still green so as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a

period seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose

materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top

of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for the

foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush with

the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the thickness of

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up to

plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.

Battered, tapered and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for embedding in

masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area

does not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms.

and the bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.

for concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,

throating and making Arches over the aperture be paid for separately.

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

Brick work using common burnt clay building bricks having crushing strength not less

than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1-Cement :6 - fine sand) B)

Extra for brickwork in super structure above plinth level upto floor two level (B) Conventional

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick shall conform

to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before use or as

directed. The cessation of bubbles, when the bricks are wetted with water is an indication of through wetting of

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except when

necessary to complete to bond; closer in such case shall be cut to required size and used near the ends of walls.

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first be

properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face shall be flushed

with mortar before the next brick is laid and pressed against it. On copletion of course, the vertical joints shall be

fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint shall be truly

vertical. Vertical joints in alternate course shall generally be directly one over the other. The thickness of brick

course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s sprit level,

square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent checking during the

progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected brick work

shall be kept not more than one meter over the rest of the work. Where this is not possible, the work shall be raked

back according to bond (and not left toothed) at an angle not steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in wall shall be

embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed 12 mm. The face

joints shall be raked out as directed by taking tools daily during the progress of work, when the mortar is still green

so as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping removed.

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a period

seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose materials,

cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top of concrete shall be

cleaned and moistened. The contractor shall obtain the engineer'’ approval for the foundation bed, before foundation

masonry is started. When puccas flooring is to be provided flush with the top to plinth, the inside plinth offset shall be

kept lower than the outside plinth top by the thickness of the flooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up to plinth. The

limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered, tapered and

curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for embedding in masonry

or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does not

exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms. and the

bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for

concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs, throating

and making Arches over the aperture be paid for separately.

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

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

Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

The rate shall be for a unit of Sq. Mt.

Extra for half brick masonry in super structure above plinth level upto floor two level (B) conventional

Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand shall

conform to M-6. Cement mortar shall conform to M-11.

Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No. 7 except

the brick work of half bricks shall be carried out.

Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by volume.

All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall shall be

taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. The bricks

shall be laid with frogs upwards. A set of masons tools shall be maintained on work as required for frequent

Mode of measurement and payment:

The half brick masonry work in foundation and plinth shall be measured under this item, the limiting dimensions shall

not exceed those shown in the plan or as directed. Any work done extra over the specified dimensions shall be

The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one Cm.

The rate shall be for a unit of Sq. Mt.

Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of

approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm

in legth made from of controlled cement concrete M20 having cube compressive strength not less than

MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound /P.U. Foam.

(Plaster not required)

Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of approved

make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M20 having cube compressive strength not less than 20 MP a jointing with high

strength & tensile adhesion non-shrink cementitious joint compound /P.U. Foam. (Plaster not required)

The rate shall be for a unit of Sq. Mt.

Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm

in legth made from of controlled cement concrete M20 having cube compressive strength not less than

20MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/ P.U.Foam.

(Plaster not required)

Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of approved

make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M20 having cube compressive strength not less than 20MP a jointing with high

strength & tensile adhesion non-shrink cementitious joint compound/ P.U.Foam. (Plaster not required)

The rate shall be for a unit of Sq. Mt.

Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of approved

make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete M35 having cube compressive strength not less than 35 MP a

jointing with high strength & tensile adhesion non-shrink cementitious joint compound/ P.U.Foam. (Plaster

Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of approved make &

size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth made from of

controlled cement concrete M35 having cube compressive strength not less than 35 MP a jointing with high strength

& tensile adhesion non-shrink cementitious joint compound/ P.U.Foam. (Plaster not required)

The rate shall be for a unit of Sq. Mt.

Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of approved

make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete M35 having cube compressive strength not less than 35 MP a

jointing with high strength & tensile adhesion non-shrink cementitious joint compound /P.U.Foam. (Plaster

Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of approved make &

size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth made from of

controlled cement concrete M35 having cube compressive strength not less than 35 MP a jointing with high strength

& tensile adhesion non-shrink cementitious joint compound /P.U.Foam. (Plaster not required)

The rate shall be for a unit of Sq. Mt.

Providing form work of ordinary timber planking so as to give a rough finish including centering shuttering,

strutting and propping etc. height of propping and centering below supporting floor to celling not exceeding

4 m. and removal of the same for in site reinforced concrete and plain concrete work in foundations,

footing, bases of columns, and mass concrete. ( up a to h)

The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.

The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not be less

than that assumed in the design.

The form work shall conform to the shape lines and dimension as shown on the plans and be so constructed as to

remain sufficiently rigid during the placing and compacting of the concrete. Adequate arrangements shall be made

by the contractor to safe guard against any settlement of the form work during the course of concreting and after

concreting. The form work of shuttering, centering, scaffolding bracing etc shall be as per design.

Cleaning & Treatment of forms:

All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form before the

concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly wetted or treated.

The surface shall be then coated with soap solution applied before concreting is done. Soap solution for the purpose

shall be prepared by dissolving yellow soap in water to get consistency of paint. Alternatively a coat of raw linseed

oil or form oil of approved manufacture may be applied in case steel shuttering is used. Soap solution or raw linseed

oil shall be applied after thoroughly cleaning the surface. Care shall be taken that the coating does not get on

construction joint surface and reinforcement bars.

Stripping time:

In normal circumstances and where ordinary cement is used forms may be struck after expiry of following periods:

Sides of walls columns and vertical faces of beam 24 to 48 hours.

Beams soffits (Props left under) 7 days.

Removal of props slabs

(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days

Removal of props to beams and arches

(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days

Procedure when removing the form work:

All form work shall be removed without such shock or vibration as would damage the reinforced concrete surface.

Before the soffits form work and struts are removed, the soffits and the concrete surface shall be exposed where

necessary in order to ascertain that the concrete has sufficiently hardened.

The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute safely of the

form work and concrete work before, during and after pouring concrete. Watch should be kept to see that behavior

of centering and form work is satisfactory during concreting. Erection should also be such that it would allow removal

of forms in proper sequence without damaging either the concrete or the forms to be removed.

The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads without

any settlement.

The centering and form work shall be inspected and approved by the Engineer-in-charge before concreting. But this

will not relieve the contractor of his responsibility for strength, adequacy and safety of form work and centering. If

there is a failure of form work or centering, contractor shall be responsible for the damages to the work, injury to life

and damage to property.

All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be provided and

removed on completion work by contractor at his own expense. The scaffolding, hoisting arrangements and ladders

etc. shall be strong enough to with stand all live, dead and impact loads expected to act and shall be subject to the

approval of the Engineer-in-charge. However, contractor shall be solely responsible for the safety of the scaffolding,

hoisting arrangement, ladders, work and workman etc.

The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford easy

The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost of materials

and labour for various operations involved such as:

Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering propping,

bolting, nailing, wedging, easing, striking and removal.

Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams, columns

Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.

Dressing with oil to prevent adhesion of concrete with shuttering, and

Raking or circular cutting.

Rate shall be paid in Sq.m

Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including anodised

alluminium butt hinges with necessary screws.

(A) Indian Teak Wood (ii) Fully Glazed. (upto 10 ton)

(B) Indian Teak Wood (iii) Partly panelled and partly glazed. (upto 10 ton)

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

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including black

enamelled M.S.butt hinges with necessary screws..

(A) Indian teak wood. (i) Fully Panelled.(upto 10 ton)

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

(C) Indian teak wood. (iii) Partly panelled and partly glazed. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

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

clear story windows including anodised alluminium But hinges with necessary screws and indian teak

wood shutters with.

(A) Plywood sheet panels. (upto 10 ton)

(B) Particle board panels (upto 10 ton)

(C) Hard board panels. (upto 10 ton)

(D) Asbestos sheet panels. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

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 Panelled. (upto 10 ton)(a to b)

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 Panelled. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to fames with

screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid separately) (upto

Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to fames with screws etc,

complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid separately) (upto 10 ton)

Item should be executed as per site require ements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing in partitions 4 mm thick medium hard board of approved quality including fixing to

fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be paid separately)

Providing and fixing in partitions 4 mm thick medium hard board of approved quality including fixing to fames with

screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be paid separately) (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at suitable

distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto 10 ton)

25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at suitable distances but

not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable

distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto 10 ton)

40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable distances not

exceeding 75cm. Apart with Mango wood or equivalent quality. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of

windows and clerestory windows.(upto10 ton)

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and