Construction of Canal Syphon at Ch.2768 m of Janavada Minor-II of Janavada Distributary for passing the flow generated by local drain

Excavation in all sorts of soil (including wet and Slushy

condition of soil) with yellow sandy & gravelly soils

including soft and hard murrum &H.M. including

sorting & stacking and depositing the excavated stuff Cu

in uniform layers as and where directed upto lead of m

30 m and lift as shown below including clearing the

site etc. complete (including dewatering) (B) For

foundation trenches of C.D. works (b) 3 to 6 mt. depth

Earthwork in embankment from borrow pits in all

sorts of soil and soft murrum or other suitable strata

as directed including breaking clods and dressing to

2 E-1 the designed sections including cutting proud section 90.000 138.00

with leads as under and all lift including site clearing

etc. complete. (A) For all canal capacity (c) 200 to

mt. and extra lead beyong 1.0 km and upto 5.0 km.

3 S-2 consolidation including watering with lead as under 486.859 59.00

and all lifts etc. complete. (a) 0 to 30 mt.

Compaction of earth work in embankment in layers of

15 cms to 23 cms thick at requisite moisture content Cu

to required dry density including necessary watering m

and rolling with roller of suitable type.

Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate

for C.C./ R.C.C work by "FLORI" including necessary

formwork, centering,scaffolding, compaction by

vibrator, curing as directed with all lead & lift etc Cu

complete without dewatering and excluding the cost m

of steel reinforcement

(A) For Footing of column / Abutment / Pier / Bottom

slab of barrel / Plinth course / Coping / Approach Slab

etc.(a) Concrete grade M-15 and MSA-20 mm

Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate

for C.C./ R.C.C work by "FLORI" including necessary

formwork, centering,scaffolding, compaction by

vibrator, curing as directed with all lead & lift etc Cu

complete without dewatering and excluding the cost m

of steel reinforcement

(A) For Footing of column / Abutment / Pier / Bottom

slab of barrel / Plinth course / Coping / Approach Slab

etc. (e) Concrete grade M-25 and MSA-20 mm

Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate

for C.C./ R.C.C work by "FLORI" including necessary

formwork, centering,scaffolding, compaction by

vibrator, curing as directed with all lead & lift etc Cu

complete without dewatering and excluding the cost m

of steel reinforcement

(E) For Column / Beam / Solid Slab of Road Bridge /

Barrel/ Cut off walls etc., (q) Concrete grade M-25 and

Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate

for C.C./ R.C.C work by "FLORI" including necessary

formwork, centering,scaffolding, compaction by

8 S-6 vibrator, curing as directed with all lead & lift etc 3.198 8023.00

complete without dewatering and excluding the cost

of steel reinforcement

(F) For Parapet wall of Road Bridge / Structure (t)

Concrete grade M-25 and MSA -10 to 20 mm

Providing and laying HYSD/TMT Fe-415,500 steel bar

reinforcement for R.C.C. Works and anchor bars with

providing binding wires including cutting, bending,

welding, binding in position, hooking, placing in

position with all leads & lifts etc. complete.(C ) TMT

Dismantling the C.C. lining including disposing off the

10 L-1 dismentalled materials as directed etc. complete. (a) 253.000 86.50

7.50 cm thick

Trimming of canal section manually for preparing

subgrade for laying cement concrete lining in all sorts Sq.

of soil and murrum including watering and compacting Mt

bed etc. complete.

Providing and laying plain/reinforced cement

concrete lining of M15 (MSA 20 mm) in bed, side

slopes and curvature including batching, mixing,

12 L-3 transporting, placing, vibrating, smooth finishing, 23.000 586.90

curing including dewatering where required.

(Machinery based by "FLORI"- without paver-water

curing) C. 15 cm thick lining in Bed/ Slope