District Panchayat

District Panchayat has published Tender For Ulakod Para Junction Kulam Renovation Of Pond-- 1 Ulakod Para junction Kulam 2 Existing Structure dismantling15.9.2Demolishing stone rubble masonry /manually by mechanical means including stacking of srviceable matarial and disposal of unserviceable matarial within 50 mrtres lead as per direction of Engineer-in-Charges:In cement mortar 3 2 Renovation of existing Pond 50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete 4 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.All kinds of soil 5 OD1226/2024-2025 Dry Rubble masonry- Dry Rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and level cost and conveyance of all materials labour charges etc complete as per direction of departmental officers at site. 6 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns 7 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 8 3 Parapet wall 1M height7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 9 OD1201/2024-25Labour only for Random rubble madonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1 cement:6 course sand:12 graded stoneaggregate 10 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns 11 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 12 4 Retaining wall wall 0.80 M height 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.All kinds of soil 13 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 14 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns 15 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 16 5 Outside finishing work 2.6.1 Ea5.rth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.All kinds of soil 17 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns 18 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 19 10.28 Providing and fixing stainlesssreel (Grade304) railing mad of Hollow tubes, channels,plates etc, including welding,grinding,buffing,polishing and making curvature(wherever required)and fitting the same with necessary stainless steel nutsand bolts complete,i/c fixing the railing with necessaryaccessaries and amp;stainless steel dash fastners,stainless steel bolts etc.,of required sizeon the top of the floor or the side of waisy slab with suitable arrangement as per approval pf Enginee rin charge, (forpayment purpose only weight of stainless steelmembers shall be considered excluding fixing accessariessuch as nuts,boits,fasteners etc) 20 16.68 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 21 6 Step side protection wall 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.All kinds of soil 22 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 23 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns 24 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) . Last date of submission for this tender is 2025-04-16. This is a Lake Development tender in Kareepra, Kerala