EE PSMIP Sdawan

Amount

Cutting in earth and disposal of excavated earth work upto a lead of 20 mtrs. pick and jumper work .within all leads and lifts and as per the direction and satisfaction of the Engineer- in - Charge.

Excavation in foundation and trenches in earth work in all lift and all kide of soil such as pick jumper work hard and soft rock blasting chiseling and wedging out or rocks where blasting is prohibited including pumping and bailing out water and saturated soil including stacking the excavated soil with in all leads and lifts clearfrom the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinths side of foundation consolidating each deposited layers by ramming and watering in all kind of soils and including cleaning jungle uprooting of ranks , vegetations grass bush wood ,trees and saplings of all girth /height / depth as directed with in all leads and lifts and disposal of excavated earth as directed.( Hard Rock ).

Excavation in foundation and trenches in earth work in all lift and all kide of soil such as pick jumper work hard and soft rock blasting chiseling and wedging out or rocks where blasting is prohibited including pumping and bailing out water and saturated soil including stacking the excavated soil with in all leads and lifts clearfrom the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinths side of foundation consolidating each deposited layers by ramming and watering in all kind of soils and including cleaning jungle uprooting of ranks , vegetations grass bush wood ,trees and saplings of all girth /height / depth as directed with in all leads and lifts and disposal of excavated earth as directed.( Pick & Jumper work).

Excavation in drains and channels etc. in earth work including of side and bed and disposing of all excavated earth upto all lift to be levelled and neatly dress in earth work all kind of soil such as pick jumper work hard and rocks as directed with in all leads and lifts and disposal of excavated earth as directed.

Providing and Laying cement concrete ( M-15 ) 1:3:6( 1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size ) excluding cost of form work in foundation and plinth with in all leads & lifts and entire satisfaction of the Engineer in charge.

Providing and Laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size ) excluding cost of form work in foundation and plinth with all leads and lifts as per direction of the engineer in charge.

Providing and Laying cement concrete ( M-25 ) 1:1.5:3( 1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size ) concreting under water and curing complete excluding cost of form work and reinforced concrete work :-

In foundation and plinth with in all leads and lifts and entire satisfaction of the Engineer in charge.

In foundation footing base of column and the like with in all leads and lifts and entire satisfaction of the Engineer in charge.

In vertical walls (any thickness but not less than 10 meters thickness )attached pilaasters , plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge.

Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 6 m Stage 1st

Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 6 m to 12 m Stage 2nd

Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 12 m to 18 m Stage 3rd

Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 18 m to 24 m Stage 4 th

Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 24 m to 30m Stage 5 th

Walls (any thickness but not less than 0.10 meters thickness ) including attached pilaasters , butteresses ,plinth and string courses etc. from top foundation upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 30 m to 36m Stage 6 th

In suspended floor roof landing and shelves and their support balconies beams girders , breassumers and cantilevers up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .

Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .from 6 m height Stage 1 st.

Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .from 6 m to 12m height Stage 2 nd

Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .from 12 m to 18 m height Stage 3rd

Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge .from 18 m to 24 m height Stage 4 th

Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge . From 24 m to 30 m height Stage 5 th

Suspended floor roofs, landing and shelves and their support balconies beams, girders , bressumers and cantilever up to floor two level with in al leads and lifts as per the direction of the Engineer in Charge . From 30 m to 36 m height Stage 6 th

Providing and Laying cement concrete 1:1:2 (M-30) ( 1 cement : 1 sand : 2 graded stone aggregate 20 mm nominal size ) including concreting under water and curing complete excluding cost of form work and reinforcement for reinforcedconcrete works:-

Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. upto 6 m. height Stage 1st

Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 6 m to 12 m. height Stage 2 nd

Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 12 to 18 m. height Stage 3 rd

Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 18 to 24 m. height Stage 4 th

Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 24 to 30 m. height Stage 5 th

Columns, pillars posts and struts upto two floor levels with in all leads and lifts as per the direction of engineer -in -charge. from 30 to 36 m. height Stage 6 th

Providig form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering and propping etc. with wooden battensand ballies ,height of propping and centring below supporting floor to cieling not exceeding 4 mtrs and removals of the same for institute reinforced concrete and concrete work in:-

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. In foundation, footing

Columns, pillars posts and struts ( circular and curved plan) stage Ist upto 4 metre height. Stage 1 st

Columns, pillars posts and struts ( circular and curved plan) from 4 m to 7 m height stage 2 nd.

Columns, pillars posts and struts ( circular and curved plan) from 7 m to 10m height stage 3 rd.

Columns, pillars posts and struts ( circular and curved plan) from 10 m to 13m height stage 4 th.

Columns, pillars posts and struts ( circular and curved plan) from 13 m to 16 m height stage 5 th.

Columns, pillars posts and struts ( circular and curved plan) from 16 m to 19 m height stage 6 th.

Columns, pillars posts and struts ( circular and curved plan) from 19 m to 22 m height stage 7 th.

Columns, pillars posts and struts ( circular and curved plan) from 22 m to 25 m height stage 8 th.

Columns, pillars posts and struts ( circular and curved plan) from 25m to 28 m height stage 9 th.

Columns, pillars posts and struts ( circular and curved plan) from 28m to 31 m height stage 10 th.

Columns, pillars posts and struts ( circular and curved plan) from 31 m to 34 m height stage 11 th.

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 4 m to 7 m

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 7 m to 10 m

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 10m to 13 m

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 13 m to 16 m

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 16 m to 19 m

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 19 m to 22 m

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 22 m to 25 m

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 25m to 28 m

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 28m to 31 m

Vertical surfaces such as walls(any thickness ) partitions and the like including attached pilasters, buttresses, plinths and string courses and the like. 31m to 34 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 4m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 4 m to7 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 7 m to10 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 10 m to13 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 13m to16 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 16m to19 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 19 m to22 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 22 m to 25 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 25 m to 28 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 28 m to31 m

Flat surfaces such as soffits of suspended floor ,roofs, landing and the like with in thwe all leads and lifts as per the direction of the Engineer -in -Charge. 31 m to 34 m

Providing Tor steel HYSD -Fe 415 or TMT asc per IS 1786 reinforcement for RCC work including bending ,binding and placing in position complete upto floor two levels with in all leads and lifts as per the direction of the engineer in charge.

Providig and fixing bitumen fiber board 20 mm thick 250 mm wide complete in all respect with in all leads and lift and as per the direction of the Engineer in Charge .

Providing and fixing 250 mm wide water stopper seal 10 mm to 12 mm thick for RCC box complete.

Excavation in earth work and filling in 15 cm layer in foundation and plinth including ramming ,watering & consolidating upto a leads of 20 mtr and with in all leads and lifts and as per the direction of E- in - C (Good earth )

Excavation in earth work and filling in 15 cm layer in foundation and plinth including ramming ,watering & consolidating upto a leads of 20 mtr and with in all leads and lifts and as per the direction of E- in - C (Back filling )

Top paper bearing or bitmen coating two coat complete in all respect with in all leads &lifts and entire satisfaction of the Engineer in Charge.

Providing and fixing plastic strips in joints of flooring completein respect with in all leads & lifts and entire satisfaction of the Engineer - in - Charge

wearing coat over top slab (1:1.5:3) of barrel for road carriage way complete in all respect with in all leads & lifts and entire satisfaction of the Engineer - in - Charge

PVC ventilation pipe 90 mm dia

PVC ventilation pipe 150 mm dia

Elastormer bearing Neoprine type / pads of size [320x250x33 mm ]

Consultancy Charges for Design/Drawings and Soil Investigations @8% 0n RS 254929649.00

National India Construction Co.

GSCO INFRASTRUCTURE PVT. LTD.