Damalemala Kharland Scheme, Tal. Deogad Dist. Sindhudurg, Renovation of CD Work at Ch.150 m and Restoration Of Bund from Ch.0 m to Ch.150 m

Cleaning cutting thorny shrubs, bushes, grass with 15 m leads and all lifts etc. completed as directed.

Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113cum)for canal,seating of embankment, filter drains /catch water drains etc.,and placing the excavated stuff neatly in dump area or for formation of service road /embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc.Complete with all lead and all lifts as directed.

Providing and Constructing Laterite Rubble Rock-Toe using rubble and stone chips from approved source, including cost of all materias, machinery, labours,hand packing and stone chips, finishing tops and sides to required slope etc. complete with all leads and lifts as directed

Providing and constructing 200 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials,labour,hand packing / wedging stone chips,finishing etc. complete with lead upto 50 m and all lifts as directed (Borrow Pitching)

Dismantling existing stone masonry including stacking the material with all leads & lift

Dismantling RCC Works removing stuff & including stacking the material with all leads & lift

Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete as directed.

Providing and laying in situ cement concrete of grade M-15 of trap/ granite/ gneiss/ quartzite/ graded metal for RCC works of retaining walls, piers, abutments, etc. without Batching Plant and Transit mixer including centering, shuttering, scaffolding placing, compacting,curing etc. complete with all lifts as directed.

Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pile caps,footings,foundations,slabs,beams columns,canopies, stair case, newels, chajjas ,lintels pardis, copings, fins, arches etc.as per detailed designs, drawings and schedules. including cutting,bending,hooking the bars,binding with wires or tack welding and supporting as required complete as directed. Providing and laying in situ cement concrete of gradeM-20 of trap/granite/ gneiss/ quartzite/graded metal for RCC works of abutment, wingwalls, returns, transition walls, piers, columns, beams and slabs, diaphragm walis, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc.with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all ifts as directed.

For Abutment, Wing Walls,returns,transition walls

For beams and slabs

Providing R.C.C.pipe of NP2 class conforming to IS 4582003 of following diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading,unloading and stacking excluding GST levied by GOI and GOM in all respect etc.complete as directed. (1200 mm Dia. )

Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M.1:2,proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar,finishing,curing etc.complete with all lifts as directed. a) 1200 mm dia

Providing and fixing Polypropylene Glass Lined gate consisting of 4 mm thick M.S.Sheet of High quality material welded properly on frame constisting of M.S.Channel ISMC 150 x 75 to have zero leakage to which M.S.Angels of size ISA 50 x 50x6 mm ,2 in nos.to be weldwd vertically and horizantaly ensuring further welding of Hinges which will be hinged with M.S.Channel frame size properly in size 100x50 mm ,material of all above members should confirm IS226 &IS 2062 and embedding whole assembly in the concrete by fastners with skilled workmanship to facilitate the gate operation as per drawing provided. The entire fabrication surface should be smoothened by sand blasting and then coated first by resin on the chopped strand mat for second time ,applying glass fiber tissu sheet on top surface covered with final coat by resin curing the same for 2-3 days excluding transportation etc. complete The gate shall withstand hydrostatic pressure of 4.5 m with adequate factor of safety.

Dewatering by pumping out water collected with 10 to 19 HP Diesel / Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc. complete under specific & indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc. complete.

3% of Excavation

3% of Rubble Soling

3% of Steel