PWD SR 11-12 Karnataka - baixardoc

10
1.MORTAR 1.1 KSRB 0.5-1.1 : Providing cement mortar of mix 1:1 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2 cum 8360.00 1.2 KSRB 0.5-1.2 cement mortar of mix 1:2 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2 cum 6120.00 1.3 KSRB 0.5-1.3 cement mortar of mix 1:3 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2 cum 5125.00 1.4 KSRB 0.5-1.4 cement mortar of mix 1:4 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2 cum 4195.00 1.5 KSRB 0.5-1.5 cement mortar of mix 1:5 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2 cum 3695.00 1.6 KSRB 0.5-1.6 cement mortar of mix 1:6 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2 cum 3266.00 1.7 KSRB 0.5-1.7 cement mortar of mix 1:8 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2 cum 2750.00 1.8 KSRB 0.5-1.8 cement mortar of mix 1:10 (1 cement : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2 cum 2550.00 1.9 KSRB 0.5-2.1 Providing lime mortar of mix 1:1 (1 lime putty : 1 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.1 cum 2589.00 1.1 KSRB 0.5-2.2 Providing lime mortar of mix 1:2 (1 lime putty : 2 sand) including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.1 cum 2429.00 1.11 KSRB 0.5-2.3 Providing lime mortar of mix 1:3 (1 lime putty : 3 sand) including cost of all materials, labour charges. including cost of all materials, labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-2.1 cum 2352.00

Transcript of PWD SR 11-12 Karnataka - baixardoc

1.MORTAR

1.1 KSRB 0.5-1.1 : Providing cement mortar of mix 1:1 (1 cement : 1

sand) including cost of all materials, labour charges, HOM of

machinery complete as per specifications. Specification No. KBS

0.5-1.2

cum 8360.00

1.2 KSRB 0.5-1.2 cement mortar of mix 1:2 (1 cement : 1 sand)

including cost of all materials, labour charges, HOM of machinery

complete as per specifications. Specification No. KBS 0.5-1.2

cum 6120.00

1.3 KSRB 0.5-1.3 cement mortar of mix 1:3 (1 cement : 1 sand)

including cost of all materials, labour charges, HOM of machinery

complete as per specifications. Specification No. KBS 0.5-1.2

cum 5125.00

1.4 KSRB 0.5-1.4 cement mortar of mix 1:4 (1 cement : 1 sand)

including cost of all materials, labour charges, HOM of machinery

complete as per specifications. Specification No. KBS 0.5-1.2

cum 4195.00

1.5 KSRB 0.5-1.5 cement mortar of mix 1:5 (1 cement : 1 sand)

including cost of all materials, labour charges, HOM of machinery

complete as per specifications. Specification No. KBS 0.5-1.2

cum 3695.00

1.6 KSRB 0.5-1.6 cement mortar of mix 1:6 (1 cement : 1 sand)

including cost of all materials, labour charges, HOM of machinery

complete as per specifications. Specification No. KBS 0.5-1.2

cum 3266.00

1.7 KSRB 0.5-1.7 cement mortar of mix 1:8 (1 cement : 1 sand)

including cost of all materials, labour charges, HOM of machinery

complete as per specifications. Specification No. KBS 0.5-1.2

cum 2750.00

1.8 KSRB 0.5-1.8 cement mortar of mix 1:10 (1 cement : 1 sand)

including cost of all materials, labour charges, HOM of machinery

complete as per specifications. Specification No. KBS 0.5-1.2

cum 2550.00

1.9 KSRB 0.5-2.1 Providing lime mortar of mix 1:1 (1 lime putty : 1

sand) including cost of all materials, labour charges, HOM of

machinery complete as per specifications. Specification No. KBS

0.5-2.1

cum 2589.00

1.1 KSRB 0.5-2.2 Providing lime mortar of mix 1:2 (1 lime putty : 2

sand) including cost of all materials, labour charges, HOM of

machinery complete as per specifications. Specification No. KBS

0.5-2.1

cum 2429.00

1.11 KSRB 0.5-2.3 Providing lime mortar of mix 1:3 (1 lime putty : 3

sand) including cost of all materials, labour charges. including cost

of all materials, labour charges, HOM of machinery complete as

per specifications. Specification No. KBS 0.5-2.1

cum 2352.00

1.12 KSRB 0.5-3.1 Providing lime surkhi mortar of mix 1:1 (1 lime putty :

1 surkhi) including cost of all materials, labour charges, HOM of

machinery complete as per specifications. Specification No. KBS

cum 2073.00

1.13 KSRB 0.5-3.2 Providing lime surkhi mortar of mix 1:2 (1 lime putty :

2 surkhi) including cost of all materials, labour charges, HOM of

machinery complete as per specifications. Specification No. KBS

cum 1740.00

1.14 KSRB 0.5-3.3 Providing lime surkhi mortar of mix 1:3 (1 lime putty :

3 surkhi) including cost of all materials, labour charges, HOM of

machinery complete as per specifications. Specification No. KBS

cum 1576.00

1.15 KSRB 0.5-4.1 : Providing lime surkhi sand mortar of mix 1:1:1 (1

lime putty : 1 surkhi : 1 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS

cum 2052.00

1.16 KSRB 0.5-4.2 Providing lime surkhi sand mortar of mix 1:1:2 (1 lime

putty : 1 surkhi : 2 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS

cum 1639.00

1.17 KSRB 0.5-5.1 : Providing cement mortar with stone dust of mix 1:2

(1 cement : 2stone dust) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS

cum 5498.00

1.18 KSRB 0.5-6.1: Providing cement lime mortar of mix 1:1:3 (1 cement

: 1lime putty:3 sand) including cost of all materials, labour charges,

HOM of machinery complete as per specifications. Specification

No. KBS 0.5-2.3

cum 5033.00

1.19 KSRB 0.5-6.2 : Providing cement lime mortar of mix 1:1:4 (1

cement : 1lime putty:4 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.3

cum 5087.00

1.2 KSRB 0.5-6.3 : Providing cement lime mortar of mix 1:1:5 (1

cement : 1lime putty:5 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.3

cum 4460.00

1.21 KSRB 0.5-6.4 : Providing cement lime mortar of mix 1:1:6 (1

cement : 1lime putty:6 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.3

cum 3942.00

1.22 KSRB 0.5-6.5 : Providing cement lime mortar of mix 1:1:7 (1

cement : 1lime putty: 7 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.3

cum 3670.00

1.23 KSRB 0.5-6.6 : Providing cement lime mortar of mix 1:1:8 (1

cement : 1lime putty: 8 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.3

cum 3409.00

1.24 KSRB 0.5-6.7 : Providing cement lime mortar of mix 1:2:9 (1

cement : 2lime putty: 9 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.3

cum 3454.00

1.25 KSRB 0.5-6.8 : Providing cement lime mortar of mix 1:3:12 (1

cement : 3lime putty: 12 sand) including cost of all materials,

labour charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.3

cum 3214.00

1.26 KSRB 0.5-7.1 : Providing white cement mortar with marble dust of

mix 1:2 (1 white cement : 2 marble dust) including cost of all

materials, labour charges, HOM of machinery complete as per

specifications. Specification No. KBS

cum 14417.00

1.27 KSRB 0.5-7.2 : Providing white cement mortar with marble dust of

mix 1:3 (1 white cement : 3 marble dust) including cost of all

materials, labour charges, HOM of machinery complete as per

specifications. Specification No. KBS

cum 11245.00

1.28 KSRB 0.5-7.3 : Providing white cement mortar with marble dust of

mix 1:4 (1 white cement : 4 marble dust) including cost of all

materials, labour charges, HOM of machinery complete as per

specifications. Specification No. KBS

cum 8724.00

1.29 KSRB 0.5-7.4 : Providing white cement mortar with marble dust of

mix 1:5 (1 white cement : 5 marble dust) including cost of all

materials, labour charges, HOM of machinery complete as per

specifications. Specification No. KBS

cum 7366.00

1.3 KSRB 0.5-8.1 : Providing fly ash sand mortar of mix 1:1.5:3 (1

cement : 1.5 fly ash : 3 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.4

cum 3500.00

1.31 KSRB 0.5-8.2 : Providing fly ash sand mortar of mix 1:2:4 (1 cement

: 2 fly ash : 4 sand) including cost of all materials, labour charges,

HOM of machinery complete as per specifications. Specification

No. KBS 0.5-2.4

cum 2820.00

1.32 KSRB 0.5-8.3 : Providing fly ash sand mortar of mix 1:2.5:5 (1

cement : 2.5 fly ash : 5 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.4

cum 2470.00

1.33 KSRB 0.5-8.4 : Providing fly ash sand mortar of mix 1:3:6.5 (1

cement : 3 fly ash : 6.5 sand) including cost of all materials, labour

charges, HOM of machinery complete as per specifications.

Specification No. KBS 0.5-2.4

cum 2185.00

1.34 Mud Mortar cum 96.00

2.EARTHWORK FOR BUILDINGS

2.1 KSRB 2-1.1 : Earthwork in surface excavation in ordinary soil for

levelling and lowering the ground manually ( other than foundation

of buildings, culverts, road drains and trenches of pipe lines and

cables ) and removing the excavated stuff to a distance not

exceeding 50m and lift upto 1.5m, excavated surface levelled and

neatly dressed, disposed earth to be levelled after breaking of clods

and neatly dressed as per specifications. specification. No. KBS

2.1(a) / 2.3.1

cum 111.00

2.2 KSRB 2-1.2: Earthwork in surface excavation in Hard soil for

levelling and lowering the ground manually ( other than foundation

of buildings, culverts, road drains and trenches of pipe lines and

cables ) and removing the excavated stuff to a distance not

exceeding 50m and lift upto 1.5m, excavated surface levelled and

neatly dressed, disposed earth to be levelled after breaking of clods

and neatly dressed as per specifications. specification. No. KBS

2.1(a) / 2.3.1

cum 155.00

2.3 KSRB 2-2.1 : Earthwork excavation for foundation of buildings,

culverts, water supply, sanitary lines and electrical conduits either in

pits or in trenches 1.5m and above in width, in ordinary soil not

exceeding 1.5 m. in depth including dressing the bottom and sides

of pits and trenches, stacking the excavated soil clear from edges

of excavation with lead upto 50 m. after breaking of clods complete

as per specifications. specification. No. KBS 2.1(a) / 2.3.5

cum 133.00

2.4 KSRB 2-2.2 : Earthwork excavation for foundation of buildings,

water supply, sanitary lines and electrical conduits either in pits or

in trenches 1.5m and above in width, in hard soil not exceeding 1.5

m. in depth including dressing the bottom and sides of pits and

trenches, stacking the excavated soil clear from edges of

excavation with lead upto 50 m. after breaking of clods complete as

per specifications. specification. No. KBS 2.1(b) / 2.3.5

cum 200.00

2.5 KSRB 2-2.3 : Excavation 1.5m and above in width in soft rock by

blasting for foundation of buildings, water supply, sanitary lines and

electrical conduits either in pits or in trenches not exceeding 1.5 m.

in depth, stacking the excavated stuff from edges of excavation

with lead upto 50m including cost of explosives, labour and HOM of

equipment complete as per specifications. specification. No. KBS

2.1.C / 2.9.4 / 2.18 / 2.19

cum 390.00

2.6 KSRB 2-2.4 : Excavation 1.5m and above in width in soft rock

without blasting for foundation of buildings, water supply, sanitary

lines and electrical conduits either in pits or in trenches not

exceeding 1.5 m. in depth, stacking the excavated stuff from edges

of excavation with lead upto 50m including cost of explosives,

labour and HOM of equipment complete as per specifications.

specification. No. KBS 2.1.C / 2.9.4 / 2.18 / 2.19

cum 620.00

2.7 KSRB 2-2.5 : Excavation 1.5m and above in width in hard rock by

blasting for foundation of buildings, water supply, sanitary lines and

electrical conduits either in pits or in trenches not exceeding 1.5 m.

in depth, stacking the excavated stuff from edges of excavation

with lead upto 50m including cost of explosives, labour and HOM of

equipment complete as per specifications. specification. No. KBS

2.1.d / 2.3.4 / 2.18 / 2.19

cum 388.00

2.8 KSRB 2.2.6 : Excavation 1.5m and above in width in hard rock by

chiselling and / or wedging, where blasting is prohibited for

foundation of buildings, water supply, sanitary lines and electrical

conduits either in pits or in trenches 1.5 m. in depth stacking the

excavated stuff clear from the edge of excavation with lead upto

50m including cost of labour complete as per specifications.

specification. No. KBS

cum 890.00

2.9 KSRB 2.2.7: Benching hard rock 5 to 7.5 cm depth. for seating of

foundation, including cost of all labour complete as per

specifications. specification. No. KBS 2.1(a) / 2.3.1

Sqm 950.00

2.1 KSRB 2.3 : Filling available excavated earth ( excluding rock ) in

sides of foundations upto plinth in layers not exceeding 20 cms. in

depth, compacting each deposited layer by ramming after watering

with lead upto 50 m. and lift upto 1.5 m. including cost of all labour

complete as per specifications. specification. No. KBS 2.9

cum 90.00

2.11 KSRB 2-4 : Refilling available earth around pipe lines, cables in

layers not exceeding 20cms in depth, compacting each deposited

layer by ramming after watering with lead upto 50m. and lift upto

1.5 m. including cost of all labour complete as per specifications.

cum 54.00

2.12 KSRB 2.5 : Earthwork excavation ( in deposited soil ) and filling

sides of foundation upto plinth in layers not exceeding 20 cms. in

depth, compacting each deposited layer by ramming after watering

with all lead and lift including cost of all labour complete as per

specifications. specification. No. KBS 2.9.9 / 2.9.10.1 / 2.1.1

cum 180.00

2.13 KSRB 2.6 : Providing and filling sand in foundation upto plinth to

required depth for sub soil treatment including watering ramming

with all lead and lift complete as per specifications. specification.

No. KBS 2.10.2

cum 1207.00

2.14 KSRB 2.7 : Providing and removing shoring and strutting for

protecting the sides of foundation trenches, wherever required,

including cost of all materials and labour complete as per

specifications. specification. No. KBS 2.5 / 2.13

Sqm 367.00

2.15 KSRB 2.8 : Providing and Filling in foundation with granite / trap

broken metal 100mm. and down size, with approved sand including

hand packing, ramming, watering, including cost of all materials

and labour with all lead and lift. complete as per specifications.

specification. No. KBS

cum 1212.00

2.16 KSRB 2.9 : Spreading and forming the excavated earth to required

level, slope for an average thickness of 75mm. in all classes of

soils alround the building and low laying areas complete as per

specifications. specification. No. KBS :

Sqm 4.14

2.17 KSRB 2.10 : Providing sand cement bed with 5% cement with all

leads for all materials and lift of 1.5 m. machine mixed, laid in

layers of 15cms. thick and well compacted for foundation, including

curing cost of materials labour and HOM complete as per

specifications. specification. No. KBS

cum 1958.00

2.18 KSRB 2.11 : Providing sand cement bed with 10% cement cement

with all leads for all materials and lift of 1.5 m. machine mixed, laid

in layers of 15cms. thick and well compacted for foundation,

including curing cost of materials labour and HOM complete as per

specifications. specification. No. KBS

cum 2400.00

2.19 KSRB 2.12: Providing sand piles with all leads and lift of 1.5 m. for

stabilising foundation after duly making 5 cms. dia holes to a depth

of 1.2 to 1.5 m. at 0.5 m c to c and filling with sand and tamping

wherever required including cost of materials, labour complete as

per specifications. specification. No. KBS

Sqm 148.00

2.2 KSRB 2.13: Providing sand piles with all leads and lift of 1.5 m. for

stabilising foundation after duly making 5 cms. dia holes to a depth

of 1.2 to 1.5 m. at 0.5 m c to c and filling with sand and tamping

wherever required including cost of materials, labour complete as

per specifications. specification. No. KBS sand and 10% cement

Sqm 173.00

2.21 KSRB 2.14-1: Extra for additional lift of 1.5m. or part thereof for

excavation In loose / soft or hard soil including cost of materials,

labour complete as per specifications. specification. No. KBS

cum 8.90

2.22 KSRB 2.14-2: Extra for additional lift of 1.5m. or part thereof for

excavation In loose / soft or hard soil including cost of materials,

labour complete as per specifications. specification. No. KBS in soft

or hard rock

cum 15.55

2.23.1 Earth work in excavation of foundation of structures as per drawing

and technical specification, including setting out, construction of

shoring and bracing, removal of stumps and other deleterious

matter, dressing of sides and bottom, backfilling the excavation

earth to the extent required and utilising the remaining earth locally

for the work-in, Ordinary/Hard soil-Mechanical Means (Depth upto

3 m)

cum 30.30

2.23.2 Earth work in excavation of foundation of structures as per drawing

and technical specification, including setting out, construction of

shoring and bracing, removal of stumps and other deleterious

matter, dressing of sides and bottom, backfilling the excavation

earth to the extent required and utilising the remaining earth locally

for the work-in, Ordinary Rock (not requiring blasting)- Mechanical

Means

cum 39.95

2.23.3 Earth work in excavation of foundation of structures as per drawing

and technical specification, including setting out, construction of

shoring and bracing, removal of stumps and other deleterious

matter, dressing of sides and bottom, backfilling the excavation

earth to the extent required and utilising the remaining earth locally

for the work-in, Hard Rock ( requiring blasting )-Mechanical Means

cum 423.00

2.23.4 Earth work in excavation of foundation of structures as per drawing

and technical specification, including setting out, construction of

shoring and bracing, removal of stumps and other deleterious

matter, dressing of sides and bottom, backfilling the excavation

earth to the extent required and utilising the remaining earth locally

for the work-in, Marshy soil-Mechanical Means

cum 218.00

3. ANTITERMITE TREATMENT

3.1 KSRB-3.1 Supplying chloropyriphos emulisifiable concentrate of 20%, in

sealed containers including delivery as specified sales tax, transport,

Insurance and other levies complete as per specifications. Specification

No. KBS

L 290.00

3.2 KSRB-3.2: Providing and injecting chemical emulsion for Pre-

constructional Anti-Termite Treatment, creating continuous chemical

barrier under and around the column pits, walls, trenches, basement

excavation, top surface of the plinth filling, junction of wall and

floor,along the external perimeter of building,expansion joints,over the

top surface of consolidated earth on which apron is to be laid,

surrounding of pipes and conduits with chloropyriphos emulsifiable

concentrates of 20% concentration,including cost of chemical, diluting

in water to one percent concentration,labour,HOM of equipments,

complete as per specifications.(Plinth area of the building at ground

floor only shall be measured)Specification No.KBS : 3.2.6 / 3.2.7

Sqm 112.00

3.3 KSRB-3.3 : Providing, injecting chemical emulsion for Pre-

constructional Anti-Termite Treatment along external walls where the

apron is not provided using chemical emulsion at 7.5 Litre/sqm of the

vertical surface of the substructure to a depth of 300mm. including

excavation of channel along the wall and redoing with chlorophyriphos

emulsion concentration 20% diluting in water to 1% concentration,

including cost of chemicals, diluting in water to one percent

concentration, labour, HOM of equipments,complete as per

specifications.Specification No.KBS : 3.3.3

M 62.00

3.4 KSRB-3.4: Providing, injecting chemical emulsion for Pre-onstructional

Anti-Termite Treatment along external walls below concrete or masonry

apron using chemical emulsion at 2.25 litre/m. including drilling and

plugging percentof holes, with chlorophyriphos emulsion concentration

20% diluting water in to 1% concentration,including cost of

chemicals,diluting in water to one percent concentration,labour,HOM of

equipments, complete as per specifications.Specification No.KBS :

3.3.4

M 46.00

3.5 KSRB 3.5: Providing, injecting chemical emulsion for Pre-constructional

Anti-Termite Treatment of soil under existing floors using chemical

emulsion at one litre / hole 30mm apart including drilling 12mm. dia

holes and plugging with cement mortar 1:2 proportion to mach with the

existing floors with chlorophyriphos emulsion concentrate 20%,including

cost of chemical diluting in water to one percent

concentration,labour,HOM of equipments, complete as per

specifications.Specification No.KBS

Sqm 231.00

3.6 KSRB.3-6: Providing,inecting chemical emulsion for pre-constructional

Anti-Termite Treatment of existing masonry using chemical emulsion at

one liter / hole at 300mm intervals including drilling of holes at 45

degree and plugging them with cement mortar 1:2 to the full depth of

the hole with Chloropyriphos emulsifiable concentration 20% including

cost of chemical diluting in water to one percent

concentration,labour,HOM of equipments,complete as per

specifications.Specification No.KBS : 3.3.5

M 72.00

3.7 KSRB 3.7: Providing, injecting chemical emulsion for Pre-

constructionaAnti-Termite Treatment at points of contacts of wood work

by chemical emulsion Chloropyriphos ( in oil or kerosene based solution

) at 0.5 liters per hole by drilling 6mm. dia holes at downword angle of

45 degree at 150mm.c to c and sealing the same including cost of

chemicals,diluting in water to one percent concentration,labour,HOM of

equipments,complete as per specifications.Specification No : 3.3.7

M 192.00

3.8 Providing general disinfection services, spraying of insecticide and

pesticide inside and outside the building (flies, bedbugs,lizards,

cockroaches, spiders caterpillars etc including cost of materials labour

lead lift, hire charges of equipments etc.,complete.

Sqm 20.00

4.CEMENT CONCRETE

4.1 KSRB 4-1.1: Providing and laying in position plain cement concrete of mix

M15 with OPC cement @ 240kgs, with 40mm and down size graded granite

metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum

machine mixed, concrete laid in layers not exceeding 15 cms. thick, well

compacted, in foundation and plinth, including cost of all materials, labour,

HOM of machinery, curing complete as per specifications. Specification No.

KBS 4.1, 4.2

cum

4.2 KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix

M10 with OPC cement @ 220kgs, with 40mm and down size graded granite

metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum

machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms.

thick, well compacted, in foundation and plinth, cost of all materials, labour,

HOM of machinery, curing complete as per specifications. Specification No.

KBS 4.1, 4.2

cum

4.3 KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix

M7.5 with OPC cement @ 180kgs, with 40mm and down size graded granite

metal coarse aggregates @0.85cum and fine aggregtes @ 0.57cum machine

mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick,

well compacted, in foundation and plinth, including cost of all materials, labour,

HOM of machinery, curing complete as per specifications. Specification No.

KBS 4.1, 4.2

cum

4.4 KSRB 4-1.4 : Providing and laying in position plain cement concrete of mix M5

with OPC cement @ 160kgs, with 40mm and down size graded granite metal

coarse aggregates @0.86cum and fine aggregtes @ 0.58cum machine mixed,

machine mixed, concrete laid in layers not exceeding 15 cms. thick, well

compacted, in foundation and plinth, including cost of all materials, labour,

HOM of machinery, curing complete as per specifications. Specification No.

KBS 4.1, 4.2

cum

4.5 KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix

M20 with OPC cement @ 300kgs, with 20mm and down size graded granite

metal coarse aggregates @0.64cum and fine aggregtes @ 0.43cum, with

superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine

mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in

foundation,plinth and cills, including cost of all materials, labour, HOM of

machinery, curing complete as per specifications. Specification No. KBS 4.1,

4.2

cum

4.6 KSRB 4-1.6 ; Providing and laying in position plain cement concrete of mix

M15 with cement @ 240kgs, with 20mm and down size graded granite metal

coarse aggregates @0.878cum and fine aggregtes @ 0.459cum, machine

mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in

foundation,plinth and cills, including cost of all materials, labour, HOM of

machinery, curing complete as per specifications. Specification No. KBS 4.1,

4.2

cum

4.7 KSRB 4-1.7 : Providing and laying in position plain cement concrete of mix

M10 with OPC cement @ 220kgs, with 20mm and down size graded granite

metal coarse aggregates @0.84cum and fine aggregtes @ 0.56cum, machine

mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in

foundation,plinth and cills, ncluding cost of all materials, labour, HOM of

machinery, curing complete as per specifications. Specification No. KBS 4.1,

4.2

cum

4.8 KSRB 4-1.8 : Extra for laying cement concrete under water including cost of

pumping or dewatering and clearing slush as per specifications Details of cost

for depth of water 0.3 metres bailing out Specification No. KBS 4.2, 4.8

cum