Reconstruction of existing C.R. cum V.R.B. cum Fall at Ch. 6300 & Ch. 6870 m on System of Piludra Distry Ex Kosamba Branch Canal

Qty. Item In Per Amount

Clearing the borrow area including thin jungle

1 23800.00 cutting and removing trees upto 0.5 m girth, 14.60 SM

bushesh, shrubs etc. complete

Dismentalling the existing brick masonry

including sorting out and stacking the useful

2 102.24 materials and removing the debries and making

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

In cement mortar

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

12.50 (A) 225 mm to 400 mm dia.

55.00 (C) 650 mm to 900 mm dia.

Dismantalling the C.C.lining including disposing

4 217.80 off the dismentalled materials as directed etc.

complete. 15(a) 7.50 cm thick

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard

murrum, etc. dry condition including depositing

5 297.50 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

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,

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

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

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

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

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

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

Providing and laying plain/Reinforced cement

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

in bed, side slope and curveture including

mixing transporting, placing, smooth finishing,

curing including dewatering where required

448.20 Fourty Eight SM

(Manually With Conventinal Mixer Without

Paver) b) 10.0 cm in Bed & slope (with water

Providing and placing in position reinforcement

bars including cutting, bending welding, joints

where necessary, hooking etc. complete as per

7194.00 One Hundred Qtl

drawing for all lead and lifts. (b) TMT

Providing and fixing in position (different

diameter) NP2 R.C.C pipe with collar including

filling and caulking the joints with cement mortar

1:1 proportion, finishing, curing etc. complete for

all lead and lifts.

12.50 (a) NP2 class 300mm dia pipe.

55.00 (c) NP2 class 900mm dia pipe.

Providing and Fixing in position vertical Steel

out late Gate including fabrication, cutting,

welding and two coat oil paint and one coat red

oxide (Prime coat), greasing ect. Complete as

4892.10 Hundred No.

per drawing or as directed. Rate for one gate

(Size 0.45 x 1.00 mt.)

Manufacture, supply and erection of vertical Rupees

gate consisting gate leaf, stiffeners, rubber seal, Thirty Seven

embedded parts as shown in drawings including Thousand

cost if materials, fabrication, painting, erection in 37186.9 One Hundred

position with all accessories second stage 9 Eighty Six

concreting etc complete as per drawing and Rupees And

specifications. OPEN TYPE GATES. (51) Ninety Nine

1.00X1.20 Paisa Only

Rupees Twenty Five Lakh Eighty Two Thousand One Hundred Seventy Seven And Ninety Eight Paisa Only

Deputy Executive Engineer Executive Engineer

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

Kosamba Ankleshwar