M.I. Scheme

[1] Cleaning the slope of dam within the dam boundry by

removing the bushes,shrubs girth and small trees

including depositing the materials as and where 9900.00 sqmt 4.90

directed up to 50 mt. and all lift etc completed.

[2] Excavation for foundation in all sorts of soil including

yellow sandy gravelly soils ,soft& hard murrum etc. in

dry condition including depositing the excavated stuff

in uniform layers in banks or as and where directed

etc. complete for lead up to 500m and all lift. (BY

MACHINERY) encluding dewatering.

[3] Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding,

compaction by vibrator, curing as directed with all lead 67.00 Cum. 3346.00

& lift etc complete Without Dewatering and excluding

cost of steel reinforcement (A) For Foundation

concrete / General purpose (a) C. C. Nominal Mix, M-

10 and MSA-40 mm

[4] Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding,

compaction by vibrator, curing as directed with all lead 346.00 Cum. 3935.00

& lift etc complete Without Dewatering and excluding

cost of steel reinforcement. A) For Foundation concrete

/ General purpose (c) C. C. Nominal Mix, M-15 and

[5] Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing for all 1.27 Mt 82019.00

lead and lifts. TMT / CRS (FE 500 D)

[6] Back filling the foundation trenches around the

watering, ramming, compacting etc. complete. (By 73.00 Cum. 36.90

Machinery)

[7] Deepening of tank in all type of soil with yellow, sandy,

gravelly soil including wet and slushy condition of soil

including soft murrum & hard murrum by machinery

including conveying and spreading excavated stuff as &

where directed with lead up to 1.00 km and all lift etc.

[8] Providing and laying in position 110 mm dia (6

kgf/sqcm) P.V.C. Pipe for weep holes with non

corroding jali in abutments, wing walls, retaining walls 23.00 Rmt 262.50

etc. complete.

Rupees Twenty one Lacs two Thaousand two Hundred twenty four and Zero Paisas Only