Reconstruction of Existing Canal Syphon at Ch. 4035 m of Ravidra Minor Ex Piludra Distry

Qty. Item In Per Amount

Clearing the borrow area including thin jungle

1 13200.00 cutting and removing trees upto 0.5 m girth, 14.60 SM

bushesh, shrubs etc. complete

Dismentalling the existing foundation concrete

including disposing the dismentalled stuff

including sorting out and stacking the useful

materials and removing the debries and making

1165.20 Hundred CM

good the damage etc. complete as directed. (b)

In cement concrete.

Dismentalling the existing R.C.C.pipes of the

following diameter including sorting out and

stacking of the useful materials including refilling

the trenches etc. complete as directed. (NP-2

5.00 (A) 225 mm to 400 mm dia.

19.00 (C) 650 mm to 900 mm dia. 873.90 Seventy Rmt

Dismantalling the C.C.lining including disposing Eighty

4 40.45 off the dismentalled materials as directed etc. 87.00 Seven And SM

complete. 15(a) 7.50 cm thick Zero Paisa

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard

murrum, etc. dry condition including depositing

5 51.00 the excavated stuff in uniform layers in banks or

as directed etc. complete for lead uo to 1.0 Km

and all lifts. (By machinery) (a) Above Water

Back fiing the foundation trenches around the Rupees

structures etc. with selected excavated stuff Ninteen

including watering, ramming, compacting etc.

complete.(By machinary) Paisa Only

Providing and laying plain/ reinforced Nominal

Mix cement concrete of various grade with

cement, sand and coarse aggregates including

centering, shuttering, batching, mixing,

transporting, placing, vibrating, smooth

finishing, curing etc. complete for all lead and

lift. (Manually With Conventional Mixer,

Including dewatering) (i) M-15 grade.(1:2:4)

(A) Raft, Bottom slab of barel, footing of Four

7 57.10 columns, piers, abutment and bottom slab of 4479.80 Hundred CM

sump etc. (i) M-15 grade.(1:2:4) Seventy

(B) Piers, abutment, wingwalls, headwall, Six

returnwall etc. (ii) M-15 grade.(1:2:4)

Providing and laying plain/Reinforced cement

concrete lining of 1:2:4 praportion (Nominal mix) Rupees

in bed, side slope and curveture including Three

mixing transporting, placing, smooth finishing, Hundred

curing including dewatering where required

(Manually With Conventinal Mixer Without And Fifty

Paver) a) 7.50 cm in Bed & slope (with water Paisa Only

Providing and placing in position reinforcement Thousand

bars including cutting, bending welding, joints One

where necessary, hooking etc. complete as per

drawing for all lead and lifts. (b) TMT Ninety Four

Providing and fixing in position (different

diameter) I.S NP3 class reinforced pipe with

caulking the joints with cement mortar 1:1

proportion using jute string soaked in cement

slurry, finishing joints, and laying pipes to the

designed grade and levels, curing etc. complete

for all lead and lifts.

5.00 (a) NP3 class 300mm dia pipe. 665.40 Sixty Five m

19.00 (c) NP3 class 600mm dia pipe.

Providing and Fixing in position vertical Steel Four

out late Gate including fabrication, cutting, Thousand

welding and two coat oil paint and one coat red Eight

oxide (Prime coat), greasing ect. Complete as

per drawing or as directed. Rate for one gate Ninety Two

(Size 0.45 x 1.00 mt.) And Ten

Rupees Eight Lakh Fifty One Thousand Five Hundred Eighty Four Rupees And Fourteen Paisa Only

Deputy Executive Engineer Executive Engineer

Sisodara Canal Sub Division U.R.B.C.INV Division

Kosamba Ankleshwar