HK- Renovation of ponds and tanks 2020-21- Renovation of ponds in Bharathapuzha basin phase 1- Renovation of Chandikulam in Lakkidi Peroor Panchayath

Amount

Renovation of Chandikkulam in Lakkidi peroor panchayath

60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

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, disposed earth to be levelled and neatly dressed.All kinds of soil

60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

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)

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

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 : 4 graded stone aggregate 20 mm nominal size)

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

60.3 : Supplying and fixing structural steel channel ISMC 75X40mm for holding shutter planks including cutting ,hoisting fixing in position with material and labour charges etc complete

10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.5.1 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces

od43572/2020_2021/IA : Supplying and installation of Water scale (ISA65X65X6) by connecting three bars ofGI Pipe of 50mm ,in builted into 60X60X40 CC of 1:3:6 in water body for measuring of water level and fixingdisplay board of size 100X70 cm supported on 50mm GI Pipe which is in built at 45X45X60 concrete block of1:3:6 near pond to calculate volume of water, as per departmental officer's at site.Earth work- 60X60X40cm0.6*0.6*0.4=0.144 say 0.150.45*0.45*0.6=0.1215,say 0.15total =0.3 cumconcrete 1:3:6=0.15+0.15=0.3GI Pipe for supporting member L=0.3+0.9+1.05+1.05=3.3add 5% wastage=0.163total L=3.465 say 3.5 and0.2+1.00+0.7=1.9,add 5% wastage 0.095,total=1.995,say 2mnet total=3.5+2=5.5for 25mm GI pipe,Q=1+1+0.7+0.7=3.4,add 5% wastage=0.17,total=3.57,say 4mGalvanised steel plain sheet (18 guage)size of sheet 1.00X0.7volume of 18 guage GI sheet 10.5 kg/sqm)volume=1.00*0.7*10.5 kg/sqm)=7.35,add 5% wastage=0.37,total=7.72,say 7.8 kgMS angle 65X65X6mmQ=2m,add 5% wastage =0.1m,total=2.1mwt of 6mm MS angle =5.95kg/m,total=5.95*2.1=12.495,say12.5kgPainting:-GI pipe 50mm (3.3*22/7*0.0483=0.5 sqm),area of angle iron=4*0.65*2=5.2,total=0.5+5.2=5.7 say 6 sqmGI pipe 50mm, (1.9*22/7*0.0483=0.29 sqm)GI pipoe 25mm (3.4*22/7*0.0483=0.52 sqm)GI sheet 18 guage(2*1*0.7*1=1.4 sqm

Sakeer Hussain K

Bidder Name

K HARINARAYANAN

Sakeer Hussain K