Kgm Blk 185/25 Rennovation of Various DWSS in Kunnamangalam Block Panchayath

Amount

Chandanakavu DWSS Chathamangalam

OD506839/2024-2025:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement testing of joints complete as per direction of engineer in charge 50 mm dia 10 kg/cm2 details of cost for 10.00 meter.

10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

10.26.2:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.E.R.W. tubes

OD510824/2024-2025:Providing and fixing precoated galvanized iron profile sheets (size shape pitch of corrugation as approved by engineer in charge 0.35mm(+0.05%) total coated thickness with zinc coating 120 gms per sqm as per IS -277 in 240 mpa steel grade 5-7 microns epoxy primer on both sides of the sheet and polyster top coat 15-18 microns .sheet should have protective gurard film of 25 microns miniumn to avoid sscratches during transportation and should be supplied in single length upto avoid scraches during transportation and should be supplied in single length upto 12 m or as desired by engineer in charge.the sheet shall be fixed using self drilling self tapping screws of size (5.50*55 mm) with EPDM seat complete upto any pitch inhorizontal/ verticalor curved surface excluding the cost of purlins rafters truss and including cutting to size and shape where ever requierd . Details of cost for 216.14 sqm area of roof = 20.20*10.70 m +216.14 sqm sheet used + 20 nos *10.70 m *1.06 mm +226.84 m2 add 3% wastage +6.81 Total +233.65 m2

51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

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)

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

Pilassery Kunnathu DWSS

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine 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)

10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

OD506891/2024-2025:Providing and fixing precoated galvanized iron profile sheets (size shape pitch of corrugation as approved by engineer in charge 0.35mm(+0.05%) total coated thickness with zinc coating 120 gms per sqm as per IS -277 in 240 mpa steel grade 5-7 microns epoxy primer on both sides of the sheet and polyster top coat 15-18 microns .sheet should have protective gurard film of 25 microns miniumn to avoid sscratches during transportation and should be supplied in single length upto avoid scraches during transportation and should be supplied in single length upto 12 m or as desired by engineer in charge.the sheet shall be fixed using self drilling self tapping screws of size (5.50*55 mm) with EPDM seat complete upto any pitch inhorizontal/ verticalor curved surface excluding the cost of purlins rafters truss and including cutting to size and shape where ever requierd . Details of cost for 216.14 sqm area of roof = 20.20*10.70 m +216.14 sqm sheet used + 20 nos *10.70 m *1.06 mm +226.84 m2 add 3% wastage +6.81 Total +233.65 m2

10.5.2: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 flats 30x6 mm for diagonal braces and central cross piece

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

OD506971/2024-2025: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

9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding

OD506998/2024-2025:Engaging men for cleaning exi pond

Eranghiparamba DWSS Extension

OD510597/2024-2025:Excavating trenches of required width for pipes ,cables,etc including excavation for sockets,and dressing of sides ramming of bottoms depth upto 1.5m including getting out the excavated soil ,and then returning the soil as required in layers not exceeding 20cm in depth,including consolidating each deposited layear by ramming ,watering etc and disposing of surplus excavated soil as dierected ,within a lead of 50m (modified 2.10.1.1) All kind of soil pipes, cable etc. Details of cost for 180 m length of pipe of an avarage dia say 40 mm .slope assumed 1 in 200 .Earth work and filling minium depth of trenches 60 cm avarage depth = (0.60+1.50)/2=1.05 ,width for this =0.45 cm , 180*0.45*1.05 +85.05 cum.

OD510613/2024-2025:Providing and fixing PVC pipes including of pipes with one step PVC solvent cement testing of joints complete as per direction of Engineer in Charge 63 mm dia 10 kg/cm2 ( Modified 50.18.9.7.1 Without trenching and Refilling).

OD510616/2024-2025:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement testing of joints complete as per direction of engineer in charge 50 mm dia 10 kg/cm2 details of cost for 10.00 meter.

Pilathotathil DWSS Chathamangalam.

OD510915/2024-2025:Excavating trenches of required width for pipes ,cables,etc including excavation for sockets,and dressing of sides ramming of bottoms depth upto 1.5m including getting out the excavated soil ,and then returning the soil as required in layers not exceeding 20cm in depth,including consolidating each deposited layear by ramming ,watering etc and disposing of surplus excavated soil as dierected ,within a lead of 50m (modified 2.10.1.1) All kind of soil pipes, cable etc. Details of cost for 180 m length of pipe of an avarage dia say 40 mm .slope assumed 1 in 200 .Earth work and filling minium depth of trenches 60 cm avarage depth = (0.60+1.50)/2=1.05 ,width for this =0.45 cm , 180*0.45*1.05 +85.05 cum.

OD510934/2024-2025:Providing and fixing ASTM uPVC SCH 80 pipe includes jointing of pipes with one step ASTM uPVC solvent cement &amp testing of joints complete as per direction of engineers in charge .65mm dia (Modified 50.18.9.8.1 with out trenching and refilling)

OD510939/2024-2025:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement testing of joints complete as per direction of engineer in charge 50 mm dia 10 kg/cm2 details of cost for 10.00 meter.

OD511312/2024-2025:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement testing of joints complete as per direction of engineer in charge 32 mm dia 10 kg/cm2 details of cost for 10.00 meter.

OD511357/2024-2025:Providing and fixing ball valve upvc ,12.5kg/cm2 of approved quality High or low pressure 63 mm nominal bore modified 18.18.3

50.18.9.20.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend

Varikkengal DWSS Karassery.

OD511604/2024-2025:Excavating trenches of required width for pipes ,cables,etc including excavation for sockets,and dressing of sides ramming of bottoms depth upto 1.5m including getting out the excavated soil ,and then returning the soil as required in layers not exceeding 20cm in depth,including consolidating each deposited layear by ramming ,watering etc and disposing of surplus excavated soil as dierected ,within a lead of 50m (modified 2.10.1.1) All kind of soil pipes, cable etc. Details of cost for 180 m length of pipe of an avarage dia say 40 mm .slope assumed 1 in 200 .Earth work and filling minium depth of trenches 60 cm avarage depth = (0.60+1.50)/2=1.05 ,width for this =0.45 cm , 180*0.45*1.05 +85.05 cum.

OD511606/2024-2025:Providing and fixing PVC pipes including of pipes with one step PVC solvent cement testing of joints complete as per direction of Engineer in Charge 63 mm dia 10 kg/cm2 ( Modified 50.18.9.7.1 Without trenching and Refilling).

Vavattupara DWSS in Mavoor pt.

OD511616/2024-2025:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement testing of joints complete as per direction of engineer in charge 50 mm dia 10 kg/cm2 details of cost for 10.00 meter.

OD512744/2024-2025:Providing and fixing PVC pipes including of pipes with one step PVC solvent cement testing of joints complete as per direction of Engineer in Charge 63 mm dia 10 kg/cm2 ( Modified 50.18.9.7.1 Without trenching and Refilling).

OD511618/2024-2025:Excavating trenches of required width for pipes ,cables,etc including excavation for sockets,and dressing of sides ramming of bottoms depth upto 1.5m including getting out the excavated soil ,and then returning the soil as required in layers not exceeding 20cm in depth,including consolidating each deposited layear by ramming ,watering etc and disposing of surplus excavated soil as dierected ,within a lead of 50m (modified 2.10.1.1) All kind of soil pipes, cable etc. Details of cost for 180 m length of pipe of an avarage dia say 40 mm .slope assumed 1 in 200 .Earth work and filling minium depth of trenches 60 cm avarage depth = (0.60+1.50)/2=1.05 ,width for this =0.45 cm , 180*0.45*1.05 +85.05 cum.

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

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)

Chalipadam DWSS in Mavoor panchayath.

OD513181/2024-2025:Excavating trenches of required width for pipes ,cables,etc including excavation for sockets,and dressing of sides ramming of bottoms depth upto 1.5m including getting out the excavated soil ,and then returning the soil as required in layers not exceeding 20cm in depth,including consolidating each deposited layear by ramming ,watering etc and disposing of surplus excavated soil as dierected ,within a lead of 50m (modified 2.10.1.1) All kind of soil pipes, cable etc. Details of cost for 180 m length of pipe of an avarage dia say 40 mm .slope assumed 1 in 200 .Earth work and filling minium depth of trenches 60 cm avarage depth = (0.60+1.50)/2=1.05 ,width for this =0.45 cm , 180*0.45*1.05 +85.05 cum.

OD513184/2024-2025:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement testing of joints complete as per direction of engineer in charge 25 mm dia 10 kg/cm2 details of cost for 10.00 meter.

OD513200/2024-2025:Providing and fixing ASTM uPVC SCH 80 pipe includes jointing of pipes with one step ASTM uPVC solvent cement &amp testing of joints complete as per direction of engineers in charge .65mm dia (Modified 50.18.9.8.1 with out trenching and refilling)

OD513185/2024-2025:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement testing of joints complete as per direction of engineer in charge 32 mm dia 10 kg/cm2 details of cost for 10.00 meter.

Valarad kunnu DWSS Kuruvattur

OD511660/2024-2025:Excavating trenches of required width for pipes ,cables,etc including excavation for sockets,and dressing of sides ramming of bottoms depth upto 1.5m including getting out the excavated soil ,and then returning the soil as required in layers not exceeding 20cm in depth,including consolidating each deposited layear by ramming ,watering etc and disposing of surplus excavated soil as dierected ,within a lead of 50m (modified 2.10.1.1) All kind of soil pipes, cable etc. Details of cost for 180 m length of pipe of an avarage dia say 40 mm .slope assumed 1 in 200 .Earth work and filling minium depth of trenches 60 cm avarage depth = (0.60+1.50)/2=1.05 ,width for this =0.45 cm , 180*0.45*1.05 +85.05 cum.

OD511661/2024-2025:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement testing of joints complete as per direction of engineer in charge 75 mm dia 10 kg/cm2 details of cost for 10.00 meter.

18.60.1:Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. ( The tail pieces if required will be paid separately):80 mm dia nominal bore

Payyadi meethel GLP School DWSS in Perumanna Pt.

OD511713/2024-2025:Providing and fixing PVC pipes including of pipes with one step PVC solvent cement testing of joints complete as per direction of Engineer in Charge 63 mm dia 10 kg/cm2 ( Modified 50.18.9.7.1 Without trenching and Refilling).

Kolachipara DWSS In Perumanna Pt.

11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

11.38:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Kuvakandy DWSS

OD520520/2024-2025:Providing and fixing ASTM uPVC SCH 80 pipe includes jointing of pipes with one step ASTM uPVC solvent cement &amp testing of joints complete as per direction of engineers in charge .65mm dia (Modified 50.18.9.8.1 with out trenching and refilling)

Muthuvan DWSS Repair Kuruvattur.

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

SURESH K C (BID ID -2171929)

K M KRISHNAN (BID ID -2172331)

Bidder Name

K M KRISHNAN

SHIJULAL M

SURESH K C