Hardoi Shakha Nahar ke vayen evem dayen bank ke km. 18.715 se km. 37.010 ke madhye dolla evam bank ki punarsthapna, dahine bank par brick soling thatha nahar ke antrik section main boulder piching maramaat evem nayi bolder pithching nirman ka karya.

Amount

Cleaning thick bushes and thorny jungle without uprooting in left bank and right bank of canal including labour & T&P etc. as per directed by Engineer in charge with proper completion of work.

Earth work in foundation of toe wall and sleeper in ordinary soil. The earth to be used in making embankment including labour & T&P etc. as per directed by Engineer in charge.

Supplying & dry stone boulder (Size 20-40 kg) in mechanically woven double twisted hexagonal shaped Wire mesh gabion box size 5.0mx0.50mx0.50m mesh size 10cmx12cm with 10 SWG G.I. Wire or 8 S.W.G. G.I. Wire crate size 5.0mx0.50mx0.50m mesh size 15cmx15cm use Wire Crate in toe wall including cost of material, labour & T&P with all lead, lift etc. as per directed by engineer in charge.

Supplying & dry stone boulder (Size 20-40 kg) in mechanically woven double twisted hexagonal shaped Wire mesh gabion box size 2.0mx0.50mx0.50m mesh size 10cmx12cm with 10 SWG G.I. Wire or 8 S.W.G. G.I. Wire crate size 2.0mx0.50mx0.50m mesh size 15cmx15cm use Wire Crate in sleeper including cost of material, labour & T&P with all lead, lift etc. as per directed by engineer in charge.

Laying C.C. (1:3:6) in sleeper with Cement, coarse sand and Stone ballast 20 to 40mm including cost of material, labour & T&P etc. as per directed by Engineer in charge with proper completion of work.

Laying C.C. (1:1.5:3) in crest of falls with Cement, coarse sand and stone grit 6 to 12 mm including all cost of material, labour & T&P etc. as per directed by Engineer in charge with proper completion of work.

Random rubble masonary work in (1:4) in sleeper and toe wall with Cement, coarse sand and boulder including cost of material, labour & T&P etc. as per directed by Engineer in charge with proper completion of work.

Supplying and laying of Geo Textile Sheet below boulder pitching made of 250 GSM Non-woven Multifilament polyproplene staple fiber including cost of material, labour & T&P etc. as per directed by Engineer in charge with proper completion of work.

Relaying dry stone pitching hand packed including cost of labour & T&P etc. as per directed by Engineer in charge with proper completion of work.

Supplying and laying dry stone pitching hand packed including cost of material, labour & T&P etc. as per directed by Engineer in charge with proper completion of work.

M-100 Brick work with 1:4 in parapet of V.R.B. and falls with cement and sand mortar with all lift, lead of material including cost of material, labour & T&P etc. as per directed by Engineer in charge with proper completion of work.

Cement pointing in 1:3 (Struck deep) in parapet of V.R.B. and falls on Brick masonary with cement sand mortar Including lead, lift, cost of material, labour and T&P etc. for proper completion of work as per directed by the Engineer in Charge.

Finishing walls with water proofing cement paint in V.R.B. and falls of approved made such as super snowcem, Durrocem, Robiacem Guttucem, supermen quality of required shade on uncoated wall surface (two coat) over one coat white cement primer to give even shades after thoroughly brushing the surface of remove all dirt and remains of loose powdered material including curing and cost of all materials. On old surface without priming for proper completion of work as per directed by the Engineer in Charge.

Earth work in silt clearance including lift, lead ramming and dressing by manual labour or machines. The earth from clearance to be used in side embankment for proper completion of work as per directed by the Engineer in Charge.

Earth work in embankment by power transported earth (beyond canal permanent land) with all lead and lift including excavation, loading, unloading, manual compaction, dressing complete including cost of all material, labour and T&P etc. for proper completion of work as per directed by the Engineer in Charge.

M-150 Brick flooring on edge in fall flooring joints filled with sand including preparation of base to proper slope and its ramming and including supply of all materials, labour and T&P etc. for proper completion of the work as per directed by Engineer in Charge.

Brick soling with brick laid on edge on right bank with straight over burnt bricks laid flat and dry including preparation of sub-grade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1cm (3/8") depth of local earth of P.I. 5to7 or sand over the entire surface and including materials, labour and T&P etc. for proper completions of the work as per directed by Engineer in Charge.

Supplying of Ecualyptus ballies, of 100 mm to 150 mm dia use on Inner Slope of left bank & right bank of canal including materials, labour and T&P etc. for proper completions of the work as per directed by Engineer in Charge.

Pilling 12 cm. to 15 cm. dia ballies in silty and sandy strata on Inner Slope of left bank & right bank of canal including materials, labour and T&P etc. for proper completions of the work as per directed by Engineer in Charge.

Fixing Bracing of ballie screens on Inner Slope of left bank & right bank of canal including all fittings, materials, labour and T&P etc. for proper completions of the work as per directed by Engineer in Charge.

Supply and filling jhakar or jhau and placing in position in ballie stud on left bank & right bank of canal including materials, labour and T&P etc. for proper completions of the work as per directed by Engineer in Charge.

Supply and laying old/used empty cement bags filled with earth/silt, hand sewing with suja & sutli in ballie stud on left bank & right bank of canal including materials, labour and T&P etc. for proper completions of the work as per directed by Engineer in Charge.

M/S PRATAP CONSTRUCTION

M/S UNITE ENTERPRISES