Construction & Repair And Renovationof Compund Wall Under Muncipal Corporatoin Diff.Plots Around And Diff.Buidling Compund wall And Regarding Work of Compund wall in Nava Vadaj ward in west zone.(ARC)

Name of work:-Construction & Repair And Renovationof Compund Wall Under

Muncipal Corporatoin Diff.Plots Around And Diff.Buidling Compund wall And

Regarding Work of Compund wall in Nava Vadaj ward in west zone.(ARC)

Name of work :- Construction & Repair And Renovationof Compund Wall Under

Muncipal Corporatoin Diff.Plots Around And Diff.Buidling Compund wall And

Regarding Work of Compund wall in Nava Vadaj ward in west zone.(ARC)

Qty Description of Item 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 soil

b 750 1.5 to 3.0 mt.depth 128.52 Cmt

Excavation for foundation for depth from 3.0 m to

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto Cu.M.

50 Meter lead.(C) Hard Murrum

Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in

2 250 layers not exceeding 20 cm. in depth 129.1 Cmt

consolidation each deposited layer by ramming and

Filling in plinth with sand underfloors

3 250 including watering ramming, consolidating and 455.63 Cmt

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

5 150 stone aggregates 40mm nominal size) and 2,492.51 Cmt

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

6 50 aggregates 40mm nominal size) and curing 2,634.11 Cmt

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 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and

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

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

8 20 aggregates 20mm nominal size) and curing 4,006.15 Cmt

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

9 aggregates 20mm nominal size) curing

complete excluding cost of formwork and

Foundations, footings, base or columns and

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

girders and cantilivers upto floor two level

Independent piers, columns, and pillars, upto floor two

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

10 30 level including finishing the exposed 6,487.07

surfaces with cement mortar 1:3 (1 cement : 3 find

sand) to give a smooth and even surface centering

and form work and curing complete excluding

cost of reinforcement.

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of formwork

11 10 and reinforcement for reinforced concrete work in (A) 3,871.39 Cum

Foundations, footings,Base of columns and Mass

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)

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)

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of formwork

and reinforcement for reinforced concrete work in (A)

14 15 Foundations, footings,Base of columns and Mass 3,977.88 Cum

concrete formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,Base of

columns and Mass concrete.

b 2 Walls, from top of foundation level upto floor two level 4,484.17 Cum

Slabs,landing,shelves,Balconies Lintels, Beams,

Girders and Cantilever upto floor two level.

d 2 Columns, Pillars posts and struts upto floor two level. 4,558.20 Cum

e 2 Staircases excluding landing upto floor two level 5,418.91 Cum

f 2 Vertical and Horizontial its upto floor two level. 4,701.97 Cum

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

15 55 R.M.C. from transit mixer to site of laying, 4,853.56 Cmt

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 controlled cement concrete

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

Foundations, footings, Base of columns and Mass

concrete. Cu.M.

C 2 Walls, from top of foundation level upto floor two level 4,519.88

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

Girders and Cantilever upto floor two level. Cu.M.

E 2 Columns, Pillars posts and struts upto floor two level. 4,593.91

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

17 20 R.M.C. from transit mixer to site of laying, excluding 5,043.66 Cum

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

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

18 2 R.M.C. from transit mixer to site of laying, excluding 5,140.94 Cum

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

Providing and Laying ordinary cement concrete

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

aggregates 20 mm nominal size) and finishing

19 5 smooth with curing etc. complete including the cost 8,341.79 Cum

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

20 5 smooth with curing etc. complete including the cost 7,380.23 Cum

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

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) for R.C.C lintel

including finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost

of reinforcement.

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)

500 (A) Conventional (upto 10 ton) 3,981.21 Cmt

100 B) Modular 4,241.70 Cmt

Extra Rate for brickwork in Above Item for

23 super structure above plinth level upto floor two

level (B) Conventional

a 500 (A) Conventional (upto 10 ton) 272.25 Cmt

b 100 B) Modular 262.35 Cmt

c 15 C) above floor two level Item No. 2(6.13) (A) Modular 42.66

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

Conventional Per

Half brick masonry in common brunt clay

building bricks having crushing strength not less than

24 50 35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 593.9 Smt

coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

Extra for half brick masonry in super structure

25 50 above plinth level upto floor two level (B) 52.8 Smt

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/

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

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

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/

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/

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 form work in ordinary timber planking

so as to give a rough finish including centering,

shuttering, strutting and propping etc. height of

30 propping and centering below supporting floor to

celling not exceeding 4 M & removal of the

same for in situ reinforced or plain concrete work

upto floor four level

Foundation, footings, bases of columns etc. and

(B) Flat surfaces such as soffits of supspened floors

b 10 slabs Landings and the like. (1) Floors etc. upto 200 252 Smt

mm in thickness.

(B) Flat surfaces such as soffits of suspended floor

c 10 roof slabs Landings and the like. (2) Floors etc. above 270.9 Smt

200mm in thickness.

Vertical surface such as walls (any thickness)

d 20 partitions and the like including attached buttresses & 229.95 Smt

string course & the like.

(ii) Sides And Soffits Of Beam, Haunchings

e 20 Cantilevers, Girders, Bressumers And Lintels 192.15 Smt

Not Exceeding 1 M In Depth.

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

Rectangular Polygonal in plan.

g 50 (2) Circular or curved in plan. 422.1 Smt

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

h 65 canti-levers Girders Bressumers and Lintels 192.15 Smt

exceeding 1M.in Depth.

Providing & Fixing 2mm Aluminium / 4mmACP

sheeting fixed with Type-11 Class-C High Intensity

31 5 Grade Sheeting as per IRC 67 : 2012 reflective 5,832.20 Smt

sheeting of size including lettering and signs as

Providing and laying cement concrete flooring

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

32 5 aggregate 20mm nominal size) laid in one layer and 297.68

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

33 5 aggregate 20mm nominal size) laid in one layer and 348.08

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

50mm thick. (upto 10 ton)

Providing 15 mm thick cement plaster in single

coat on Rough (Similar) side of single or half brick

34 2000 walls for interior plastering up to floor two level 174.83 Sqm

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

35 1000 consisting of 12mm thick backing coat of C.M. 1:3 (1- 215.78 Sqm

cement : 3-sand) and 8mm thick finishing coat of C.M.

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

Colour washing with lime on wall surface (two

coats) over and including a primary coat of

36 500 white washing to give an even shade after through 12.29 Sqm

brooming the surface to remove all dirt, dust,

mortar drops and other foreigh matter.

Removing dry or oil bound distemper by

a washing and scraping and sand papering the

wall surface smooth including necessary

repairs to scratches complete.

Distempering with dry distemper of approved brand

and manufacture (two coats) and of required

shade on wall surfaces of given an even shade,

over and including a priming coat of

whiting after thoroughly brooming the surface free

from mortar dropping and other foreign matter.

Extra Coat for Above Item over above for

39 1000 every subsequent coat of approved brand and 30.09 Sqm

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

40 1000 with distemper primer of approved brand and 76.08 Sqm

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

41 1000 every subsequent coat of approved brand and 8.04 Sqm

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free

from mortar droppings and other foreign matter and

sand papered smooth.

Extra over item for every sub sequent coat of wall

painting with plastic emulsion paint of approved brand

Extra over item for painting with plastic emulsion paint

of approved brand on ceilings and sloping roofs.

Applying priming coat over new steel and other

metel surface after and including preparing the

surface by throughly cleaning, oil, grease, dirt

and other foreign matter and scoured with

brushes fine steel wood, scrapers and sand paper

with ready mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel

paint, brushing, interior to give an even shade

including cleaning the 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

47 100 enamel paint, brushing to give an even shade 54.35 Sqm

including cleaning the surface of all dirt, dust and

other foreign matter.

Extra over item for 83 &84 every sub sequent coat of

Painting two coats (excluding priming coat) on

new steel and other metal surface with synthetic

49 100 enamel paint, brushing to give an even shade 64.66 Sqm

including cleaning the surfaceofalldirt,dust and other

foreign matter.

Painting one coats (excluding priming coat) on

previously printed steel and other metal surface with

50 100 synthetic enamel paint, brushing to give an even 43.79 Sqm

shade including cleaning the surface of all dirt, dust

and other foreign matter.

Extra over Above item for 86 & 87 for every sub

sequent coat of paint.

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

Extra over Above item for 91 & 92 every sub

sequent coat of paint.

Painting two coats (excluding priming coat) on new

wood and wood based surface with ready mixed paint,

57 200 brushing, oil, gloss, semi gloss to give and even 104.12 Sqm

shade including cleaning of all dust, dirt and other

foreign matter sand papering and stopping.

Providing 15 mm thick cement plaster by using Ready

Mix Mortar for plaster in single coat on rough (similar)

58 100 side of single or half brick walls for interior plastering 170.14 Sqm

upto floor two level and finished even and smooth in

Cement mortar 1:4 (1 Cement : 4 sand)

Applying two coats of putty & two coats of primer of

approved brand and manufacture on new wall surface

59 500 to give an even shade including thoroughly brushing 40.19 Sqm

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

60 200 paint, interior to give an even shade including 87.11

cleaning the surface of all dirt, dust and other

foreign matter sand papering and stopping.

Writing letter or figures on any surface with

black japan paint (stops, comas, hyphens and

61 100 the like not to be measured and paid for 3.47

separately) (i) Block (Letters/Figures) (Per

Letter pet CM.HT)

Extra over items for using thick white paint

62 100 instead of black japan paint. (i)Block 0.07

(Letters/Figures)

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in two coats with road

63 50 marking paint, brushing including cleaning the 121.91 Sqm

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

64 50 marking paint, brushing including cleaning the 12.14 Rmt

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

66 100 marking paint, brushing including cleaning the 5.52 Sqm

surface of all dirt, dust and other foreign matter.

(ii) Upto 10cm in width

Demolition including stacking of serviceable

67 100 materilas and disposal of unserviceable materials 1,047.38

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

Demolition of Brick work and stone masonry

including stacking of serviceable materil as and

disposalof unserviceable materials with all lead and Cu.M.

lift.(ii) In Cement Mortar.

Demolition of terrace including stacking of serviceable

69 100 materilas and disposal of unserviceable materials with 63 Smt

all lead and lift.(i) Brick tile covering.

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materil as and

disposal of unserviceable materials with all lead and

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.

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) A.C. sheet roofing.

Dismentling steel work including distempering

and stacking the materials with all lead and lift.

Dismentling barbed wire in fencing including making

rolls and also including dismentling fencing posts

including all earth work concrete in base and

74 100 making good the disturbed ground stacking 66.15 Rmt

useful materials as directed and disposing

as directed and disposing of the

unserviceable materials with all lead and lift.

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

rain water pipes with fittings and clamps including

stacking the materials with all lead and lift (for any dia,

Dismantling santtary fittings like wash basin . W.C.

pan Indian and Europe an type, flushing tank etc.

including stacking the materials with all lead and

Scraping oil paint from steel and other metal

77 200 surface and making the surface even (with 48.83 Smt

Hand Scraping.)

Removing and scraping of old deteriorated

plaster of any thickness from wall /

78 150 R.C.C member including stacking of serviceable 19.38 Smt

material and disposal of unserviceable from site of

work with all lead and lift

Cutting out cracks of roof terrace to V-section,

79 100 cleaning out, wetting, grouting with cement and 64.58 Rmt

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 and fixing 1.20 Metre high fencing

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

mm x 6 mm and oil painting 3 coats fixed at

Mt, C/c. with five Horizontan lines and two

81 200 diagonals of galvanised steel barbed wire 385.4 Rmt

weighting 9.38 Kg. per 100 Metre, strained and fixed

to posts with G.I, staples including fixing the

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

C.C 1:5:10 etc complete.

Finishing wall with water proofing cement paint of on

wall surfaces (Two coats) to give an approved brand

82 100 and manufacture and of required shape even shade 56.87 Smt

after thoroughly brushing the surface to remove all dirt

and remains of loose powered materials.

Extra over Item 156 for every subsequent coat of

83 50 water proofing cement paint of approved brand and 31.82 Smt

Providing and fixingof S.S. Railing pipe 50 mm x 16 G

84 20 ASIS 304 Grade as per instruction of engineer in 1,004.24 Rmt

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

85 15 fuel, operator, dirver etc.. ( 12 hours sift 600 Hrs.

day/night) (N.S.)

To provide tractor with hydraulic trolley, driver,

Nos. of Labor with all tools like bucket drum, showels,

trikam, pavadas, etc,, to carryout

86 2 different works during monsoon for 12 Hrs. Shift. 3,000.00 No.

Work shall be carried out as per the instrucitons

of Engineer In-Charge.No extra charged shall be paid

for night shift.

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

87 498.01 work including bending, binding and placing in position 66.59 Kg.

complete up to floor two level (up to 10 ton)

ProvidingTMTBarFE500/500Dreinforcement for

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

88 3000 position complete upto floor two level placing in 75.46 Kg.

position complete upto floor two level placing in

position complete upto floor two level(upto 10 ton)

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 Cu.M.

100 Extra Rate ABOVE 5Km. & UP TO 10Km. 7.41

Providing and laying polished granite stone slab

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

90 5 mm thick cement mortar 1:3 (1 cement:3 coarse sand) 2,690.00 Smt

and jointed with gray cement slurry including rubbing

& polishing etc.complete.

Finishing wall with weather proof exterior emulsion

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

91 1500 shape evenshade after thoroughly brushing the 113.4

surface to remove all dirt, and remains of loose

powdered materials.etc complete

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

92 300 fixed in 35x35x5 mm MS angle frame 8'x4' size with 1,230.00 Rmt

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 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 & fixing 15 cm wide chicken mesh jali with

94 2 nails & then application of 15 mm plaster on R.C.C.& 35 Rmt.

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

95 2 20mm nominal size) laid in one layer and finished with

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

Providing and supplying of labour for necessary

manual excavation, cleaning, Shifting of Material Or

96 20 any other, or for any other work as directed by 551 No

Engineer In charge. The Rate includes Handcart with

A 10 Carpenter 725 No

B 10 Fitter/Plumber/Mason 697 No

C 10 WELDER/ Gas cutter at Day /night 689 No

Supplting of welding machine / gas cutter including

D 10 cost of welding rods/gas, Transportation, including 1,500.00 No

carting from site to work place.

E 10 Mazdoor at Day Male/Female 493 No's

Supplying electric breaker machine for RCC slab or

asphalt demolishing work on site by using operator,

fuel, power supply etc.complete as directed. (no

97 50 payment should be allowed for non working condition 1,071.42 Shift

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 )

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

sand :4-graded stone aggregate 12.5 mm nominal

98 20 size) in gaps of A.C. sheet corrugation and wings of

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

99 100 mm width and weighting 13 kg/100 mt. (Average) as 390 Rmt

per manufacture's specification. The rate shall

also include providing and fixing 1.20 mt.total long

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

embaded in RCC column, angle posts shall be painted

with one coats of red oxide and two coats of enamel

paint of approved quality at top compound wall.

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

100 tipper to site, laying in uniform layers in subbase /

base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as

per MoRTH clause

10 (A) Supply of WMM 1,007.37 Cmt

10 (B) Laying of WMM 111.87 Cmt

Lettering and lettering charges and printing

101 10 Muni.corporation symbol with help or skilled artist 2,000.00 No

including colour costst.

Prismatic grade reflective sheeting with super high

performance durable ,micro prismatic material

confirming to type XI as per ASTM-D 4956 -09 &

102 5 Cutting , pesting letter according to IRC standard in

dual language with micro prismatic material

confirming to type XIsmatic confirming to type XI

Excavation of pit of manually necessary labour of size

.6*.6*.6 m for as per above MS Structure foundation of

pole for any size. The grade of concrete should be M-

103 5 20 the item rate include carting, filling, with available

earth and should be proper be level up to ngl,as

directed by Engineer in charge

Renovation and Repairing work in Chainlink fencing

any size and also refixing work incl. febrication work

104 50 with all materails to be painted one coat of primer 735 Rmt.

and twocoats of paint as directed inline and level.

Providing & Fixing Stair / Balcony Railing as per

Consultant's Design from M.S.square

Rectangular,Round pipe of required Dia,

M.S.Flat,Angle,channel & other sections of required

105 50 size as per detail work includes

cutting,bending,welding,grinding,Fixing with necessary

supports - holdfasts,Application of one coat of Zinc

Primer,Two coats of Oil Painting etc.complete.(N.S.)

Finishing wall with Apex Ultima Acrylic paint of "

Asian Paint " or equivalent on wall surfaces (two

coats) to give required even shade after

106 3500 application of Exterior Primer of Approved Brand

& Manufactures after thoroughly brushing the surface

Providing and fixing M.S. grills of required pattern

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

107 1000 at required spacings and frame alround, 100.17 kgs

square or round bars with round headed bolts and

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

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

108 200 fixed in 35x35x5 mm MS angle frame 8'x4' size with 1230 Rmt

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 and applying ART work painting. It shall be

waterproof and capable of bridging crazing and

cracks, paint of makes as per approval. Item including

Surface preparation, applying one coat of primer coat

shall not be less than 50 micron & make as per listed

109 125 in the tender and also including all types of

Scaffolding, safety accessories, Labour, all materials

lead, Lift tools plants, Testing etc. complete to execute

the work as directed etc. complete for substructure

and super structure components.

Seal and Signature of the Bidder Add City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

West Zone, Zonal Office", 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura,

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

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

1 Name of work Construction & Repair And Renovationof Compund Wall

Under Muncipal Corporatoin Diff.Plots Around And

Diff.Buidling Compund wall And Regarding Work of

Compund wall in Nava Vadaj ward in west zone.(ARC)

2 Time Limit 12 Months

3 Tender Validity Period 120 Days from the date of opening of the tender

4 Eligibility Criteria Register “D” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.1,00,000/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as below. Demand Draft or Bank Guarantee shall be

from Nationalized Bank / Sheduled Bank and valid for 120 days.(As per Latest AMC

finance dept.circular).

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

Demand Draft / Local MICR Cheque. & attched ANNEXURE - 1finance

dept.circular No-14 Dt.4/6/13

8 Tender fees Rs.2400/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

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

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

Manager(west zone),Ahmedabad Municipal Corporation, West Zone,

Zonal Office", Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.

10 Tenders issue date Tenders from the AMC website www.amc.nprocure.com&

www.nprocure.comshall be down loaded from AS PER TENDER NOTICE

11 Last Date of Submission Dt.06-03-2026upto18:00hrs As per Notice inviting Tender / Addendum /

of the Corrigendum.. The tenders received after latest schedule date and time

Tender will not be entertained under any circumstances.

12 Tender Documents Dt.07-03-2026upto12:00hrs to Assistant Manager / Add.C.E.(W/Z) office,

Submission 2nd Floor, Dr. Ramanbhai Patel Bhavan,Usmanpura, Ahmedabad

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

13 Date of Opening Dt.07-03-2026 upto15:00hrs As per Notice inviting Tender / Addendum /

Corrigendum (only Techanical Bid) to Assistant Manager /

Add.C.E.(W/Z) office, 2nd Floor, Dr. Ramanbhai Patel

Bhavan,Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013

14 Mode of sending the Document shall be physically submitted in sealed envelope By

Tender Documents and RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate (One

evalution of tender Original & One Duplicate) duly sign & seal by contractor

Tenders received without EMD shall be considered as Non-Responsive and

shall be rejected outright.

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

Specification be applicable..

16 Defect &Liability Period The contractor shall be responsible to make good and remedy at his own expense

any defect which may develop or may be noticed before the period mentioned

hereunder from the certified date of completion, The within 15 days of receipt of

the notice. In the case of failure on the part of the contractor, the Engineer-in-

charge may rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate the whole or

any part of the amount of security deposit towards the expenses, if any, Incurred

by him in rectification, removal or re-execution. The Defects Liability period

shall be as under(a) for all works costing upto Rs. 50,000 ( amount put to

tender), the period shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore (amount put

tender), the period shall be 6 months from the certified date of completion or one

monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period shall be

months from the certified date of completion which should include one

(d) For building works, the period specified in (a), (b) or (c) above OR elapse of

monsoon period following the certified date of completion, whichever is later.

For the purpose of deciding the monsoon period, the 30th September may be

treated as the last date.

17 Time permitted to start Whenever a work is allotted by Engineering staff, whether minor or major

parts of work 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 Calls,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 intimation as above by contractor the

contractor 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 penalty.

18 Compensation for Delay 10% of Remaining work (As per Circular)

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

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

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

20 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

21 GST 18% GST will be paid extra by AMC/Authority at prevailing rate to the

22 Municipal Commissioner reserves the rights to reject any or all the tenders without assigning any

reasons thereof.

23 Conditional tenders will not be accepted.

24 Mobilization advance will not be given.

25 Contractor has to provide more than one number of gangs as per the works allotted and in case of non

providing of gangs and machinery at all sites at given time shall be treated as delayed by contractor

and penalty shall be levied on per day delay as mentioned as above.(the amounr shall be as instructed

earlier based on the tender amount)

26 The staff of the contractor shall wear safety jackets,hoes, helmets etc. while on duty and any violation

will attractfineofRs. 5,000/-foreach incident. Failure to erect safety signage or trying to carry out the

works with out proper precautions/safety measures as required will attract a fine of Rs.5,000/-for each

27 The contractor shall adhere to the maintenance schedule outlined in the tender documents and comply

with the prevailing AMC circulars issued from time to time.

Seal and Signature of the Bidder Add. City Engineer (West Zone)

AMC Finance dept. circular No – 41, Dt.08/02/2022

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

(1) All Nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to March-

2022. 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. Guarantees issued or Authorized by Ahmedabad Branch Only.

(1) Commercial Banks:

(3) ICICI Bank.

(5) Kotak Mahindra Bank

(6) IndudInd bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Add.City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION,(hereinafter called “the Employer”) invites

sealed Tender document from reputed and qualified bidders for the construction of Works detailed in

the Table below:-

Sr. Name of Works Approximate Earnest Completion

No value of works Money Period

. (Rs.) Deposit (Rs.)

1 Construction & Repair Rs.1,00,00,000.00 Rs.1,00,000/- 12 Months

And Renovationof

Compund Wall Under

Muncipal Corporatoin

Diff.Plots Around And

Diff.Buidling Compund

wall And Regarding

Work of Compund wall

in 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. 2400.00 in the form ofDemand Draft /

Pay Order from any Nationalised Bank in favour of MUNICIPALCOMMISSIONER, Ahmedabad,

payable at Ahmedabad, which shall be non refundable.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works in

the above Table payable at Ahmedabad and drawn in favour of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be specified in Clause 2 of

Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone,2nd Floor,Dr.

Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal

Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013.in the presence of bidders or their representatives

who choose to attend. In the event of the specified date of bid submission/opening being declared a

holiday for the Employer, the bids shall be received /opened on the next working day at the same

place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender fee &

EMD (Draft /DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate envelope

(marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/ Speed Post/ Hand

Delivery in duplicate.The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

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

the misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid ofphysically submitted document of all the bids received for

the package (except those received late) containing the sealed Tender volume and other enclosures then

announce the names of bidders in the presence of bidders or their representatives who choose to attend

on the date and time mentioned in the NIT In the event of specified date of bid opening being declared as

a holiday for the Employer, the Tender will be opened at the appointed time and location on the next

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer at

the opening will announce bidder’s names, , the presence/or absence of EMD, the amount and validity of

EMD furnished with each bid, is valid registration and such other details, as the Employer may consider

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the Invitation

for Bid and has not been furnished in the form, the bid shall be rejected by the Employer as non-

responsive and the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with valid

EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the bid shall

be rejected as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly signed,

meets the eligibility and qualification criteria, has the required available bid capacity, is accompanied by

the requisite certificates, undertaking and other relevant information specified in the bid documents and

is substantially responsive to the requirement of the bidding documents and provides any clarification for

ascertaining the correctness of the information/details.

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

subsequently be made responsive by correction or modification or withdrawal of the nonconforming

deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

substantially responsive in accordance with Clause 2and qualified for award of Contract in accordance

with Clause 5(General Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and

time. In the event of specified date of bid opening being declared bidders who qualify the criteria then

bidder bid will be considered for opening of price bid.

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be substantially

responsive to the bidding documents and who has offered the lowest Evaluated Bid Price, provided that

such bidder has been determined to be (i) eligible in accordance with the provisions of Clause 3(General

Terms and Condition); and (ii) qualified in accordance with the provisions of Clause 5(General Terms

and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify the

successful bidder by cable/fax and confirmed by registered letter that his bid has been accepted. This

letter shall name the sum which the Employer will pay the Contractor in consideration of the execution,

completion and maintenance of the Works by the Contractor as prescribed by the Contract.

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

7.A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving letter

of Indent. Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his discretion, ask

any bidder for authentication the correctness of the information/details furnished by him in his bid. Such

request by the Employer and the response by bidder shall be in writing or by cable/fax.

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid from the

time of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid comparison or

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

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other persons not

officially concerned with such process until the award to the successful bidder has been announced. Any

effort by a bidder to influence the Employer's processing of bids or award decisions may result in the

rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for itself

on its own responsibility all information that may be necessary for preparing the bid and entering into a

contract for construction of the Works. The costs of visiting the Site shall be at the bidder’s own expense.

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

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

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

from and against all liability in respect thereof and will be responsible for death or personal injury, loss

of or damage to property and any other loss, damage, costs and expenses incurred as a result of the

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document for

the construction of works (as defined in these documents, hereinafter referred to as "the Works") detailed in

the table given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL CORPORATION.

3. Eligible Bidders

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

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

 The bidders shall have a registration with State PWD, and/or CPWD for "D" class and or equivalent.

If contractor is not registered with AMC in the relevant class, on award of contract he shall be

required to register himself with AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the

Employer shall reasonably request.Subject to Submition of Succsesful Submition as per Clause –II of R.&B.

4. Eligible Material, Equipment and Services

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

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

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown,

produced or manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit thebidder; and

General information

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

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

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

Authorised Signeture Bidder

5.3 Disqualification

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

following reasons:

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

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

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

the applicant or financial failure due to bankruptcy.

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

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words)

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words)

only in E-Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

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

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

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a joint

venture. A bidder who submits or participates in more than one bid for a contract package will be

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to comply

with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause 16, bids which

are not substantially responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

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

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

the bidder may be in another language provided they are accompanied by an accurate translation of the

relevant passages in the English language, in which case, for purposes of interpretation of the bid, the

English translation shall prevail.

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as

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

online by the bidder.

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

words) for overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid submission

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

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

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

the responses thereto shall be made in writing or by fax. A bidder may refuse the request without

forfeiting his bidder agreeing to the request will not be required or permitted to modify his bid but will

be required to extend the validity of his Bid Security for the period of the extension, and in compliance

with Clause 2 ( Financial Terms & Conditions) in all respects.

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in Instructions to

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

authorized to sign on behalf of the bidder.

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

issued by the Employer, or as necessary to correct errors made by the bidder, in which case the person

or persons signing the bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

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

specified in the NIT.

Any bid received by the Employer after the deadline for submission of bids will be returned unopened to the

14. Signing of Agreement

At the same time that the Employer notifies the successful bidder that his bid has been accepted, the

Employer will direct him to submit the Performance Security and attend the Employer's office on a date

determined by the Employer for signing the Form of Agreement.

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

quality work within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate manner and

medium, so as to demonstrate the competency of the bidder and to allow proper evaluation, will rest entirely

17. All clause shall be operative from the date of issue of work order and up to the expiry of original and

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder recommended for award

has engaged in corrupt or fraudulent practices in competing for the contract in question. The Employer

will declare the firm ineligible, either indefinitely or for a stated period of time, to be awarded a contract

by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines that the firm has

engaged in corrupt or fraudulent practices in competing for the contract, or during execution.

 “corrupt practice” means behavior on the part of officials in the public or private sectors by which

they improperly and unlawfully enrich themselves and/or those close to them, or induce others to do

so, by misusing the position in which they are placed, and it includes the offering, giving, receiving,

or soliciting of anything of value to influence the action of any such official in the procurement

process or in contract execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement process

or the execution of a contract to the detriment of the Borrower, and includes collusive practice among

bidders (prior to or after bid submission) designed to establish bid prices at artificial non-competitive

levels and to deprive the Borrower of the benefits of free and open competition.

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract without

assigning any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable for

disqualification / rejection at any stage.

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the Tender

volume is submitted without valid documents and without proof of eligibility criteria it will be rejected.

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

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

conditional tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing

laws as well as framed from time to time). Any penalties laid due to violation of such laws shall be

directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the road i.e.

public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic blinkers,

traffic signs as per design, safety tapes etc. to be arranged at site. Necessary florescent marking on traffic

signs to be provided so that it should be visible at night. During night working hours safety in charge

personnel shall be provided with florescent jackets. This shall be Provided at no extra cost by the

bidder under attaché with specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new

connection on behalf of AMC. It includes filling the necessary application to power Supply Company,

follow up and getting the supply, filling the necessary test reports to the power supply company. All

official fees including security deposits and other expenses shall be of initially paid by the contractor.

AMC may support to get the temporary connection and may at its diseretien get the same

converted to permanent connection at the same of AMC if desired do,and contractor shall as no

extra cost support the same. In this case AMC my be as the remaining cost subject to approval.

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract upon

any agreement for a commission, percentage, brokerage or contingent fee. Breach of this warranty

shall give the Municipal Commissioner the right to cancel the contract or to take any other measure

as the Municipal Commissioner may deem fit. The warranty does not apply to commissions payable

by the contractor to establish commercial or selling agent for the purpose of securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this contract or

to any benefit that may rise there from.

21:-OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or under

this Contract against the contractor the same may be deducted by the Municipal Corporation from any

sum then due or which at any time thereafter may become due to the contractor under this contract and

failing that under any other contract with the Municipal Corporation or from any sum due to the

contractor with the Municipal Corporation (which may be available with Municipal Corporation), or

from his retention money, or he shall pay the claim on demand. The Municipal Corporation reserves the

right to carry out post payment audit and technical examination of the final bill including all supporting

vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment when

detected not withstanding the fact that the amount of the final bill may be included by the Contractor.

If as a result of such audit and technical examination any over payment is discovered in respect of any

work done by the Contractor or alleged to have been done by him under the contract, it shall be

recovered by the Municipal Corporation from the contractor by way of all the means prescribed above

or if any under payment is discovered by the Municipal Corporation, any amount due to the contractor

under this contract or under payment may be adjusted against any amount then due or which may at any

time thereafter become due before payment is made to the contractor from him to the Municipal

Corporation on any other contract account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become

liable and which is chargeable to the contractor, the owner shall have the right to retain out of any

payment then due or thereafter to become due an amount sufficient to completely indemnify the owner

against such lien or claim or if such lien or claim be valid the owner may be or become due and

payable to the contractor. If any lien or claims remaining, unsettled after all payments are made, the

contractor shall refund or pay to the owner all money that the latter may be compelled to pay in

discharging such lien or claim including all cost and reasonable expenses.

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

 Joint venture and subcontracting shall not be allowed under this tender

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of

the contract documents. The full consideration shall be given to such addendum or corrigendum before

submission of tender duly filled in by the contractor. Therefore, the contractors shall have to kindly refer the

tender for such addendum or corrigendum published by AMC through its website

www.amc.nprocure.com&www.nprocure.com 48 hours prior to the deadline of submission of the tender.

Tenderers shall verify the number of addendum issued and enclose the same with the tender documents

failing which the tenders shall be liable for rejection and no any complaint in respect to this shall be

entertained under any circumstances.

Seal and Signature of the Bidder Add. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2.Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be valid

for 28 days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly as

Early as possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned when the

bidder has furnished the required performance security and signedthe agreement.

2.4 Earnest Money Deposit may be forfeited

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

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) SecurityDeposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful

bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E.

Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%

(five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a policy is

framed by Audit department of AMC to charge 4% interest for the balance period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as per

format shall be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released along

with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the same.

8. Penalty: -10 percent of the balance work on Date of Completion Date or extended time limit. & As

9.Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding GST)

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

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall be

deducted against works welfare cess.

Seal and Signature of the Bidder Add. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any

other state Govt. or institutions. Copy of registration should be attached with tender document. Tenderer who

was not registred in AMC must be get registred in panel of approved AMC contractor.

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

the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2 liquidated

damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

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

Engineering in charge.

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

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

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific mention

for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

6. All measurement and computations, unless otherwise specified shall be carried out nearest to the

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

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

shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall not

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

used in the work found defective at a later date. The contractor shall have no claim to any payment or

compensation whatsoever on account of any such materials being rejected by the Engineer in charge.

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

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

using them in the work.

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

site of work within 24 hours.

12. All work shall be carried out in a manner as per standard engineering practice.

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

lines, levels, alignment of the works & all precautionary measures during execution shall have to be kept in

sufficient numbers and in good working condition at the site of the work. All excavated trench shall be kept

covered with barricade and caution tap.

14. Special modes of the construction not adopted in general Engineering practice, if proposed to be adopted by

the contractor shall be considered only if the contractor provided satisfactory evidence that such special

mode of construction and completion of work to the required strength and quality. Acceptance of the same

by the Engineer in charge shall not however, absolve the contractor from the responsibility of any adverse

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

15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor Mineral

Act", and such other laws and rules prescribed by the Government from time to time.

16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian Standard)

shall be taken to engrave the safety of men, materials and machinery on the work and also of the work itself.

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of actual

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

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. The work in general shall be carried out as per standard specifications of the relevant items to be executed &

as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for this project.

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

contract agreement shall have to be executed between AMC & the agency to which work is awarded for

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned tender

and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order shall be issue

to contractor and the time limit shall be start from the date of issue of the written work order to the

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order shall be

issue to contractor and the time limit shall be start from the date of issue of the written work order to the

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand draft /

cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to sign contract

paper with AMC.The contractor shall be fined 4% of interest per year for delay in submission of S.D and

shall be deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or His

Designeted Officerwill be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or specification and the

Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the intent of the

plants and specifications.

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

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will be

payable by the contractor.

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

27. Contractor is requested to see the site physically before tendering. He is also requested to quote the rates

keeping in view of all the points mentioned in relevant pages of tender documents.

28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the

construction of the works and provide a satisfactory supply of potable water for drinking, washing, sanitation

and cleaning down. The contractor will be responsible for all the costs where applicable of connection, meter

installation, water consumed, water required for testing purposes, disconnection and the laying,

maintenances and ultimate removal of any distribution system around the site.

29. Electricity:Electric supply will be made available at the site by the Contractor and the contractor must make

his own arrangements with the Corporation and Electricity Supply Authorities and with other contractors to

connect and to take a supply from such services, paying all costs in connection therewith.

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

work and shall pay such charges as is fixed by the appropriate supply Authorities.

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

No compensation shall be paid for idle labor staff, machineries and for use of diesel operating sets etc. as the

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

above along with the bid. They shall have also to submit the income tax clearance certificate and solvency

31. No advance such as secured advance machinery advance, mobilization advance or materials advance will be

32. The contractor shall get the electrical works executed through the authorized Government approved licensed

electrical person or firm in appropriate category in accordance to contractual provisions.

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

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

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

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

work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

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

36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will be

rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any claim to

that effect shall be entertained. The Municipal Commissioner also reserves the right to reject any or all the

tenders without assigning any reason thereof.

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

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special reason

(like site is not available and due to unavoidable circumstances arise), after evaluation of situation the actual

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

39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of work.

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done by

the contractor.

41. Conditional tenders will not be accepted.

Signature of contractor with seal Add City Engineer (W.Z.)

Date Ahmadabad Municipal Corporation

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xuLzhh btxule Nh<tuu

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4: xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt œM<tJus vh< fhJtlt hnuNu.

6: ftuLx[tfxhtuyu leaule ctc<tu ft¤SvwJof JtkkaJt rJlkk<e Au.

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hsw fhJtlwk hnuNu.

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juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu

lnekk ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu l ntug)<ublu ytvuje

btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt btxu

sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt &<t ftuR stuFb fu

sJtcœthebtkk&e Axfe NfNu lnekk.mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t Bgwrl. frb§h©e/mexe

Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e fvt<

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

2) xuLzh Vtubole ylwmwra-ce

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt ytJNu.

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl <&t

MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

15 :yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo sJtcœthe

(òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule

sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtcœthe vK

vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtkk W<thJt, mtuhekkd

ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt sJtcœth hnuNu ylu

Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh ChJwk. Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh sKtg <tu

xuMxekd fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo

ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt

ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh<jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24:yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe fhJtle

&tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ. ftuLx[tfxhu

jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt<&Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch yufx

bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb mw^thJt

fu vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l

&gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNlNh<tu bwsc hnuNu su

ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKogytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu

œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ

WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

29: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

30:su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch

Mþ^eltu dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u mbgdt¤tu ctœ fhe ftble

mbgbgtoœt dKJtbtk ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31:ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu jd<t vwhtJt

vubuLx fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

yufhthlwk Vtubo

1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tkk vnujtkk buk/ybu M&¤le bwjtft< je^e Au ylu ftblu

jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t œM<tJustu ft¤SvwJof

yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkkb< Awk/Aeyu.

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

btuctEj lkch mt&u (vrùb Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 monthsafter the order to start the works. Progress of work should be in

proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and instructions

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

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

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

Watering of all the items shall be as per instructions otherwise no payment shall be made to contractors.

Mixing of concrete shall be done by concrete mixer machine. Arrangements of binding vibrator for R.C.C.

works if required shall have to be made by the contractor .

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

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

responsible for any damage to public. If any incident happen, during the execution of work. In case of

dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final. The contractor

shall have to give site clean of all rubbish during the work and at the time of completion of work and hand

over the site with final finishing of the work as directed. All the rejected materials shall be removed from

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

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

prepare through of bigger size and mix the mortar in the required proportion. In on case he shall be allowed

to mix the mortar either on floor or any finished surfaces. The contractor shall have to make his own

arrangement for water required for the work.

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

shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add. City Engg. shall

remain final regarding rate.

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

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

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

subsequent changes in site and design is entertained.

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

prepare the measures boxes according to this measure.

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

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

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

this work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the

period. If any tenderer withdraw or makes any modifications or addition in the terms and conditions of his

tender not acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any

right or remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

If work is not started within specified time limit the penalty as per rule & tender condition delay of start

shall be recovered separately from the immediate bills payable to the contractor. Contractor has to make his

own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable.

Form B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat

booklets of Building Works & and Road Works Specifications published by Gujarat Book Depot,

Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE ADD.CITYENGINEER

& STAMP (West Zone)

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Disposal of the excavated stud :

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

the ground in layer including ramming and watering etc.

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

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

Mode of measurement and payment :

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

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

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

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

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

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

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

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

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 25 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 been

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

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

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 affected.

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 made for

(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 work

(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 controlled cement concrete

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced concrete work in (A) Foundations, footings,Base of

columns and Mass concrete

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 controlled cement concreteM.200for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A) Foundations, footings,Base of columns and Mass concrete.

Walls, from top of foundation level upto floor two level

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

floor two level.

Columns, Pillars posts and struts upto floor two level.

Staircases excluding landing upto floor two level

Vertical and Horizontial its upto floor two level.

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 controlled cement concrete M.250 and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work

Providing and laying controlled cement concrete M.250 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete work

Foundations, footings, Base of columns and Mass concrete.

Walls, from top of foundation

level upto floor two leve

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

Girders and Cantilever upto floor two level.

Columns, Pillars posts and

struts, upto floor two level.

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. /

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

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

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 ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone aggregates

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.

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates

20 mm nominal size) for R.C.C lintel including finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement.

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 ends

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

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

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.

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

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 checking.

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 20 MP a

jointing with high strength & tensile adhesion non-shrink cementitious joint compound /P.U. Foam. (Plaster

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

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 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)

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

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 and

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 & Fixing 2mm Aluminium / 4mmACP sheeting fixed with Type-11 Class-C High Intensity Grade

Sheeting as per IRC 67 : 2012 reflective sheeting of size including lettering and signs as

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.

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Stone aggregate 20 mm.

nominal size shall conform to M-12.Cement concrete 1:2:4 proportion measured by volume shall conform to

relevant specification or ordinary grade 1:2:4 concrete.

The cement concrete flooring of 40 mm. thick (average) is to be laid as per the site condition. The concrete shall be

mixed in a mechanical mixer at the work. Hand mixer may however be allowed for smaller quantities of work and

in case of failure of machines or as permitted by the engineer-in-charge. It shall carried out on a water tight

platform and care shall be taken to ensure that mixing is continued until the mass is uniform in colour and

consistency. However in such cases 10% more cement than otherwise required shall have to be used without any

cost. The mechanical mixing shall be done for a period of /2 to 2 minutes. The quantity of water shall be thus

sufficient of produce a dense concrete required workability for the purpose. Flooring of specified thickness shall be

laid in accordance with approved pattern or as directed. Finishing operation shall start shortly after the cessation of

beating and shall be spread over a period of one to six hours depending upon the temperature and atmospheric

conditions. The surface shall be left for some time till moisture disappears from it. Fresh quantity of cement shall

be mixed with water to form a thick slurry and spread over the surface while the concrete is still green. Use of dry

cement or cement and sand mixture sprinkled on this surface to stiffen the concrete or absorb excessive moisture

shall not be permitted. The cement slurry shall than be properly paste twice by means of iron flats, once, when the

slurry is applied and the second time when cement starts setting and finished smooth. The surface shall be

marked with string or B.R.C. fabric jali to make the surface non slippery as and when directed. The junction of

floors with wall plaster dado or skirting shall be rounded where so required upto 25 mm. radius. Flooring in

lavatories and bath rooms shall be laid after fixing of water closet and squatting pans and floor traps, which shall

be plugged while laying the floors and opened after the floors, are completed. Any damage, done to water supply

sanitary fittings during the execution of work shall be mage good.

After the final set, the concrete shall be kept continuously wet, if required ponding for a period of not less than 7 days

from the date of placement.

The form work shall be provided if necessary as directed by the engineer in charge. Concreting shall be done as per

alternate bay method with necessary centering wither by mastic or cement mortar as directed.

Mode of measurement & payment :

The rate shall include the cost of all material and labour involved in all the operations described above. No deduction

shall be made or extra paid for any opening upto 0.1 sq. meter in area in the floor, nothing extra shall be paid for

laying the floor at different levels in the same room or the court yard.

The rate shall be for unit of one sq. meter.

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)

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Stone aggregate 20 mm.

nominal size shall conform to M-12.Cement concrete 1:2:4 proportion measured by volume shall conform to

relevant specification or ordinary grade 1:2:4 concrete.

The cement concrete flooring of 50 mm. thick (average) is to be laid as per the site condition. The concrete shall be

mixed in a mechanical mixer at the work. Hand mixer may however be allowed for smaller quantities of work and

in case of failure of machines or as permitted by the engineer-in-charge. It shall carried out on a water tight

platform and care shall be taken to ensure that mixing is continued until the mass is uniform in colour and

consistency. However in such cases 10% more cement than otherwise required shall have to be used without any

cost. The mechanical mixing shall be done for a period of /2 to 2 minutes. The quantity of water shall be thus

sufficient of produce a dense concrete required workability for the purpose. Flooring of specified thickness shall be

laid in accordance with approved pattern or as directed. Finishing operation shall start shortly after the cessation of

beating and shall be spread over a period of one to six hours depending upon the temperature and atmospheric

conditions. The surface shall be left for some time till moisture disappears from it. Fresh quantity of cement shall

be mixed with water to form a thick slurry and spread over the surface while the concrete is still green. Use of dry

cement or cement and sand mixture sprinkled on this surface to stiffen the concrete or absorb excessive moisture

shall not be permitted. The cement slurry shall than be properly paste twice by means of iron flats, once, when the

slurry is applied and the second time when cement starts setting and finished smooth. The surface shall be

marked with string or B.R.C. fabric jali to make the surface non slippery as and when directed. The junction of

floors with wall plaster dado or skirting shall be rounded where so required upto 25 mm. radius. Flooring in

lavatories and bath rooms shall be laid after fixing of water closet and squatting pans and floor traps, which shall

be plugged while laying the floors and opened after the floors, are completed. Any damage, done to water supply

sanitary fittings during the execution of work shall be mage good.

After the final set, the concrete shall be kept continuously wet, if required ponding for a period of not less than 7 days

from the date of placement.

The form work shall be provided if necessary as directed by the engineer in charge. Concreting shall be done as per

alternate bay method with necessary centering wither by mastic or cement mortar as directed.

Mode of measurement & payment :

The rate shall include the cost of all material and labour involved in all the operations described above. No deduction

shall be made or extra paid for any opening upto 0.1 sq. meter in area in the floor, nothing extra shall be paid for

laying the floor at different levels in the same room or the court yard.

The rate shall be for unit of one sq. meter.

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-

Mode of payment shall be in Sqm

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

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

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

The specification is as per above Item except thickness of the plaster is 20 mm sand faced and 12 mm th. Backing coat in

C.M. (1:3) and 8 mm thick finishing coat no machine paster will be allowed for spray od sand for plastering etc comp as directed

by Engg i charge.

Mode of measurements & payment : The rate shall be for a unit of one Square Meter.

Water M-1. The Cement mortar of proportion 1:3 shall conform to M-13.

Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound. These shall be properly

examined before erection and use Stage scaffolding shall be provided for ceiling plaster, which shall be independent of

Preparation of back-ground :

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and other foreign matter by

water or by brushing. Smooth surface shall be roughened by wire brushing if it is not hard and by racking if it is hard. In

case of concrete surface, if a chemical retarder has been applied to the form work, the surface shall be roughened by

wire brushing and all the resulting dust and loose particles cleaned off and care shall be taken that none of the retarder

is left on the surface. Trimming of projections on brick/concrete surface where necessary shall be carried out to get an

Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient period before carrying out the

The work shall not be soaked but only damped evenly before applying the plaster. If the surface becomes dry such area

shall be moistened again.

For external plaster, the plastering operation shall be started from top floor and carried downwards. For internal plaster, the

plastering operations may be started wherever the building frame and cladding work are ready and the temporary

supporting ceiling resting on the wall of the floor have been removed, Ceiling plaster shall be completed before starting

plaster to walls.

Applications of Plaster :

The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metre intervals over the

entire surface to serve as gauge. The surfaces of these gauges shall be truly inplane of the finished plastered surface.

The mortar shall then be applied in uniform surface slightly more than the specified thickness, then brought to a true

surface by working a wooden straight edge reaching across the gauges with small upward and sideways movement at a

time. Finally, the surface shall be finished off true with a trowel or wooden float according as a smooth or a sandy

granular texture is required. Excessive trowelling or overworking the float shall be avoided. All corners, arrises, angles

and junctions be truly vertical or horizontal as the case may be and shall be carefully finished. Rounding or chamfering

corners, arrises junctions etc. shall be carried out with proper templates to the size required.

Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is partially set shall be

rejected and removed forthwith from the site :

In suspending the work at the end of the day, the plaster shall be left out clean to the line both horizontally and vertically.

When recommending the plaster, the edges of the old work shall be scraped clean and wetted with cement putty

before plaster is applied to the adjacent area to enable the two to properly joint together. Plastering work shall be

closed at the end of the day on the body of the wall and nearer than 15 cm. To any corners or arrises. Horizontal joints

in plasterwork shall not also occur on parapet tops and copings as these invariably lead to leakage. No portion of the

surface shall be left out initially to be packed up later on.

Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of 7 days. Moistening shall

commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and only as much water as can

be readily absorbed shall be used excessive evaporation on the sunny or windward side of building in hot air or dry

weather shall be prevented by handling mattings or gunny bags on the outside of the plaster and keeping them wet.

Mode of measurement & payment :

The rate shall include the cost of all materials, labour and scaffolding etc, involved in the operations described under

All plastering shall be measured in square metres unless, otherwise specified length, breadth or height shall be measured

correct to a centimeter.

Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open joints in brick work, stone work

etc. or space between laths. Thickness of plaster shall be average thickness with minimum 10 mm. at any point on this

This item includes plastering upto floor two level.

The measurement of wall plastering shall be taken between the walls or partition (dimensions before plastering being taken)

for length and from the top of floor or skirting to ceiling for height. Depth of cover of cornices if any shall be deducted.

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured separately.

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints, beams, posts, girders,

steps etc. not exceeding 0.5 sq. mt. each in area and for openings exceeding 0.5 sq.mt. and not exceeding 3.0 sq. mt. in

each area deductions and additions shall be made in the following manner :

No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq. mt. each and no addition

shall be made for reveals, jambs, soffits, sills etc. of these opening for finish to plaster around ends of joints, beams,

Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows and no

addition shall be made for reveals, jambs, soffits etc. sills etc. of these openings.

When both faces of all wall are plastered with same plaster, deduction shall be made for one face only

When two faces of wall are plastered with different types of plasters or if one faces is plastered and the other pointed,

deductions shall be made from the plaster or pointing on the side of frame for door, window etc. on which width or

reveals is less than that on the other side but no deductions shall be made on the other side. Where width of

reveals on both faces of all are equal, deductions of 50% of area of opening on each face shall be made from area

of plaster and/or pointing as the case may be.

For openings having door frames equal to projecting beyond the thickness of wall, full deduction for opening shall be made

from each plastered face of the wall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs, soffits and sills shall be

The rate shall be for a unit of one sq. metre.

White washing with lime on undecorated wall surfaces (TWO coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter.

The calearcole shall be made from glue and boiling water by mixing 1 kg. Mixture shall be suitably tinted where

required for use under coloured distemper if required. Glue shall conform to I.S. 852-1969 (Specifications for

Lime used shall be freshly burnt class ‘C’ Lime (fat lime) and white in colour conforming to I.S. 712-1973. Water shall

conform to M-1 Best quality of gum shall be sued in the preparation of white wash. Ultramarine blue or Indigo: This

shall conform to I.S. 55-1970 for points and shall be used for preparation of white wash. Pigments: mineral

colours, not affected by lime shall be sued in preparing colour wash.

Preparation of white wash solution :

Surface already white or colour. The fat lime shall be slaked at site and shall be mixed and stirred with about five litres

of water for 1 kg. of unslaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours

and then shall be screened through a clean coarse cloth, 4 kg. of gum dissolved in hot water shall be added to

each cubic metre of lime cream. Small quantity of ultramarine blut (Upto 3 gms. Per kg. of lime) shall also be

added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use.

Preparation of surface :

The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and other foreign matters before white wash

is to be applied.

The surface spoiled by smoke soot shall be scraped with steel wire brushes or steel scrappers or shall be rubbed with

over burnt surkhi or brick bats. The surface shall be then broomed to remove all dust, dirt and shall be washed

with clean water.

Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed wire brushes.

All unsound portion of the surface plaster shall be removed to full depth of plaster in rectangular patches and plastered

again after raking the masonry joints properly. Such portion shall be wetted and allowed to dry. They shall then be

given one coat of white wash.

All unnecessary nails shall be removed, the holes cracks patches etc. shall be made good with materials similar in

composition to the surface to be prepared.

Scaffolding : Wherever scaffolding is necessary it shall be erected in such a way that as far as possible on part of

scaffolding shall rest against the surface to be white or coloured washed. A properly secured strong and well tied

suspended platform (Zoola) may be used for white washing. Where ladders are sued, pieces of old gunny bags

shall be tied at top and bottom to prevent scratches to the floors and walls. For white washing of ceilings proper

stage scaffolding shall be erected where necessary.

Application of white wash :

On the surface so prepared the white wash shall be applied with ‘Moon’ brush. The first stroke of the brush shall be

from top downwards, another from bottom upwards over the first stroke and similarly one stroke from the right

another from the left, over the first stroke brush before the it dries. This will from one coat. Each coat shall be

allowed to dry before next coat is applied. Number coats as specified in item shall be applied. It shall present

smooth and uniform finish free from brush marks and it should not come off easily when rubbed finger.

Splashing and dropping if any on the doors and windows, ventilators etc. shall be removed and the surface cleaned.

Priming and Alkali resistant treatments, scrapping of surface washing etc. surface spoiled by smoke soot removed of

oil and grease spots treatment for infection with effloresces moulds moss, funji and kitchen and patch repairs to

plaster wherever done shall not be paid extra.

Mode of measurements & payment :

All the work shall be measured in the decimal system as under :

Dimensions shall be measured to the nearest 0.01 M.

Area in individual items shall be worked out to the nearest 0.01 Sq. M.

All the work shall be measured in sq. mt. Deductions for jambs, soffits, stills etc. for opening not exceeding 0.5 sq. mt.

each in area for ends of joints, posts, beams, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for

opening exceeding 0.3 sq. mt. and not exceeding 3.0 sq. mt. each in area deductions and additions shall be made

No deductions shall be made for ends of joints beams, posts etc. and openings not exceeding 0.5 sq. mt. each. No

addition shall be made for reveals, jambs, soffits, sills etc. of these openings nor for finish around ends of joints,

beams, posts etc.

Deductions for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows and no

addition shall be made for reveals, jambs, soffits etc. of these openings :

When both the faces or walls are provided with finish, deduction shall be made for one face only.

When each face of wall is provided with different finish deduction shall be made for that side of frame for door,

windows etc. on which width of reveals is less than that of the other side, where width of reveals on both faces of wall

are equal, deduction of 50% of area of opening on each face shall be made from total area of finish.

When only one face of wall is treated and the other face is not treated, full deduction shall be made if the width of

reveal on the treated side is less than that on the untreated side, but if the width of the reveal is equal or more than on

the untreated side neither deductions nor additions be made for reveals, jambs, soffits, sills etc.

In case of area of opening exceeding 3 sq. mt. each, deduction shall be made for openings but jambs, soffits, shall be

No deduction shall be made for attachment such as casing, conducts, pipe, electric wiring and the like.

corrugated surfaces shall be measured flat as fixed and not girth. The quantities so measured shall be increased by

the following percentage and the resultant shall be included with the general areas.

Corrugated steel sheets 4%

Corrugated A. C. Sheets 20%

Semi corrugated A. C. Sheets 10%

Nainital pattern roof (Plain sheeting with rolls) 10%

Nainital pattern roof (with corrugated sheets) 25%

Cornices and other wall features, when they are not picked out in a different finish/colour shall be girthed and included

in the general area.

The rate shall include the cost of all materials, labour, scaffolding, protective measures etc. involved in all the

operations described above.

The rate shall be for a unit of one sq. metre.

Removing dry or oil bound distemper by a washing and scraping and sand papering the wall surface smooth

including necessary repairs to scratches complete.

The rate shall be for a unit of one sq. metre.

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

wall surfaces of given an even shade, over and including a priming coat of whiting after thoroughly brooming

the surface free from mortar dropping and other foreign matter.

The rate shall be for a unit of one sq. metre.

Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on wall

surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose pieces of scales

including preparing the surface even and sand papered smooth.

Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on

wall surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose pieces of

scales including preparing the surface even and sand papered smooth.

The rate shall be for a unit of one sq. metre.

Item no.42,43,44

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

and manufacture on undecorated wall surface to give an even shade

including throughly brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

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

emulsion paint of approved brand

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

ceilings and sloping roofs.

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

surface by throughly cleaning, oil, grease, dirt and other foreign matter and scoured with brushes

fine steel wood, scrapers and sand paper with ready mixed priming paint brushing red lead.

The rate shall be for a unit of one sq. metre.

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 cleanicn the surface of

all dirt, dust and other foreign matter.

The rate shall be for a unit of one sq. metre.

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.

The rate shall be for a unit of one sq. metre.

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,dustandother foreign matter.

The rate shall be for a unit of one sq. metre.

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

The rate shall be for a unit of one sq. metre.

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)

The rate shall be for a unit of one sq. metre

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)

The rate shall be for a unit of one sq. metre

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 paintbrushing wood primier pink.

The rate shall be for a unit of one sq. metre

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

The rate shall be for a unit of one sq. metre

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.

The rate shall be for a unit of one sq. metre

Providing 15 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on rough (similar) side of

single or half brick walls for

interior plastering upto floor two level and finished even and smooth in Cement mortar 1:4 (1 Cement : 4 sand) The

rate shall be for a unit of one sq. metre

Applying two coats of putty & 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.

The rate shall be for a unit of one sq. metre

Writing letter or figures on any surface with black japan paint (stops, comas, hyphens and the like not to be

measured and paid for separately) (i) Block (Letters/Figures) (Per 10 Letter pet CM.HT)

Extra over items for using thick white paint instead of black japan paint. (i)Block (Letters/Figures)

The rate shall be for a unit of per letterper Cm/Ht

Writing letter or figures on any surface with black japan paint (stops, comas, hyphens and the like not to be

measured and paid for separately) (ii) Indian (Letters/Figures)

Extra over items for using thick white paint instead of black japan paint. (ii) Indian (Letters/Figures)

The rate shall be for a unit of per letter per Cm/Ht. The work should be done as specified in above item.

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 10cm in width

The rate shall be for a unit of one sq. metre. The work should be done as specified in above item.

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

The rate shall be for a unit of one RMT. The work should be done as specified in above item.

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

The rate shall be for a unit of one sq. metre. The work should be done as specified in above item.

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 10 cm in width

The rate shall be for a unit of one sq. metre. The work should be done as specified in above item.

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead

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

The rate shall be for a unit of one Cum. The work should be done as specified in above item.

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

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

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

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

The rate shall be for a unit of one Cum

Demolition of terrace including stacking of serviceable materilas and disposal of unserviceable materials with

all lead and lift.(i) Brick tile covering..

The rate shall be for a unit of one Cum

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

unserviceable materials with all lead and lift.

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

unserviceable materials with all lead and lift.

The rate shall be for a unit of one Sqm. The work should be done as specified in above item.

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.

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.

The rate shall be for a unit of one Sqm

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

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

The rate shall be for a unit of one Kg. The work should be done as specified in above item.

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts

including all earth work concrete in base and making good the disturbed ground stacking useful materials as

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

Dismentling 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.

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps including stacking the

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

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps including stacking the

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

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

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

including stacking the materials with all lead and lift

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

stacking the materials with all lead and lift

The rate shall be for a unit of Each. The work should be done as specified in above item.

Scraping oil paint from steel and other metal surface and making the surface even (with Hand Scraping.)

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

The rate shall be for a unit of Smt. The work should be done as specified in above item.

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

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

The rate shall be for a unit of Smt. The work should be done as specified in above item

Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement and sand slurry

1:Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement and sand slurry

1:3 (1-cement 3-sand ) (upto 10 ton)

Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement and sand slurry 1:3

(1-cement 3-sand ) (upto 10 ton)

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

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)

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)

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40 mm x 40 mm x 6 mm and

oil painting 3 coats fixed at 2.5 Mt, C/c. with five Horizontan lines and two 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.