KIIFB WSS to Kodassery Pariyaram and Athirappilly Panchayaths in Thrissur District Package II

Amount

KIIFB – WSS to Kodassery, Pariyaram and Athirappilly Panchayaths in Thrissur District – Package II – Supplying, laying, testing and commissioning 350mm,250mm,100mm DI K(9) CWGM, Design, construction, testing, commissioning and maintenance of 20LL OHSR, 14LL OHSR, 1LL OHSR, Booster Pump House & Booster Pump set, Road restoration charges and allied works

Clear water gravity main (250mm DI K9 PIPE) from Vettukuzhi junction to Low level tank 20LL OHSR -Supplying 250mm DI K9 -2142m conforming to IS 8329/2000,200mm DI K9 pipe-6m conforming to IS 8329/2000, 250mm DI D/F pipe-12m conforming to IS 8329/2000, 250mm CI D/F sluice valve with cap PN 1.6-1 no conforming to IS 14846-2000, 200mm & 80mm CI D/F sluice valve with cap PN 1.6-1 no each conforming to IS 14846-2000,80mm CI air valve with flanges kinetic Air valve Type DS2 conforming to IS 14845-2000-1 no, including pipe specials(DI) required like , reducers, tail pieces,bends, tees, DI collar, air tees etc complete required for the completion of the work as per the direction of the departmental officers and scope of work. And conveying, laying, cutting(using cutters), jointing(push on joints / flanged joints), testing, commissioning the pipes (pipes / valves / specials) according to the alignment including excavating trenches in all kinds of soil,ordinary rock,medium rock,hard rock ,cutting bituminous /concrete roads with cutting machine ,bailing out, fencing, open timbering including struting and steel sheet shoring ,fabricating 250mm MS pipe 10mm thick - 6m., specials,mechanical joint with flanged tail pieces/flanged bend of suitable size with MS plate of 10mm thick, welding, grinding, providing wrapping coat using coal tar on outside of MS pipe of 10mm thickness,dismantling RR/concrete structures, providing and laying cement concrete 1:2:4 for retaining wall, walls, abutment, pillars etc. at various positions required as per site condition,other hurdles if any on the alignment and reconstructing the same after construction as per direction of the departmental officers in charge ,providing anchor blocks wherever necessary,Clear water gravity main (250mm DI K9 PIPE) from peelarmuzhy Anganvadi to Pariyaram 14 LL OHSR - Supplying 250mm -7486.8m conforming to IS 8329/2000, 200mm DI K9 pipe-18m conforming to IS 8329/2000, 250mm DI D/F pipe-60m, 200mm CI D/F sluice valve with cap PN 1.6-3 nos each conforming to IS 14846-2000, 250mm CI D/F sluice valve with cap PN 1.6-2 nos conforming to IS 14846-2000, 80mm CI air valve with flanges kinetic Air valve Type DS2 conforming to IS 14845-2000-4 nos,80mm CI D/F sluice valve with cap PN 1.6-4 nos each conforming to IS 14846-2000, including pipe specials required like air valve, reducers, tail pieces,bends, tees, DI collar, air tees etc complete required for the completion of the work as per the direction of the departmental officers and scope of work. And conveying, laying, cutting(using cutters), jointing(push on joints / flanged joints), testing, commissioning the pumping main (pipes / valves / specials) according to the alignment including excavating trenches in all kinds of soil,ordinary rock,medium rock,hard rock ,cutting bituminous /concrete roads with cutting machine ,bailing out, fencing, open timbering including struting and steel sheet shoring ,fabricating MS pipe, specials,mechanical joint with flanged tail pieces/flanged bend of suitable size with MS plate of 10mm thick, welding, grinding, providing wrapping coat using coal tar on outside of MS pipe of 10mm thickness,dismantling RR/concrete structures, providing and laying cement concrete 1:2:4 for retaining wall, walls, abutment, pillars etc. at various positions required as per site condition,other hurdles if any on the alignment and reconstructing the same after construction as per direction of the departmental officers in charge ,providing anchor blocks wherever necessary,Clear water gravity main (100mm DI K9 PIPE) from peelarmuzhy Anganvadi to kodassery High level tank - Supplying 100mm DI K9 pipe-377m conforming to IS 8329/2000, 100mm CI D/F sluice valve with hand wheel PN 1.6-1 no conforming to IS 14846-2000, 80mm CI air valve kinetic Air valve Type DK conforming to IS 14848-2000-3 nos,80mm CI D/F sluice valve with cap PN 1.6-3nos each conforming to IS 14846-2000, including pipe specials required like air valve, reducers, tail pieces,bends, tees, DI collar, air tees etc complete required for the completion of the work as per the direction of the departmental officers and scope of work. And conveying, laying, cutting(using cutters), jointing(push on joints / flanged joints), testing, commissioning the pumping main (pipes / valves / specials) according to the alignment including excavating trenches in all kinds of soil,ordinary rock,medium rock,hard rock ,cutting bituminous /concrete roads with cutting machine ,bailing out, fencing, open timbering including struting and steel sheet shoring ,fabricating 250mm MS pipe 10mm thick - 30m., specials,mechanical joint with flanged tail pieces/flanged bend of suitable size with MS plate of 10mm thick, welding, grinding, providing wrapping coat using coal tar on outside of MS pipe of 10mm thickness,dismantling RR/concrete structures, providing and laying cement concrete 1:2:4 for retaining wall, walls, abutment, pillars etc. at various positions required as per site condition,other hurdles if any on the alignment and reconstructing the same after construction as per direction of the departmental officers in charge ,providing anchor blocks wherever necessary,Clear water gravity main (350mm DI K9 PIPE) from Vettikuzhi Junction to Peelarmuzhi Anganvadi (1500m) - Supplying 350mm DI K9 pipe-1530m conforming to IS 8329/2000, 200mm DI K9 pipe-6m conforming to IS 8329/2000,350mm CI D/F sluice valve with cap PN 1.6-1 no conforming to IS 14846-2000,200mm CI D/F sluice valve with cap PN 1.6-1 no conforming to IS 14846-2000,80mm CI D/F sluice valve with cap PN 1.6-1 no conforming to IS 14846-2000 80mm CI air valve kinetic Air valve Type DK conforming to IS 14848-2000-1 no, including pipe specials required like air valve, reducers, tail pieces,bends, tees, DI collar, air tees etc complete required for the completion of the work as per the direction of the departmental officers and scope of work. And conveying, laying, cutting(using cutters), jointing(push on joints / flanged joints), testing, commissioning the pumping main (pipes / valves / specials) according to the alignment including excavating trenches in all kinds of soil,ordinary rock,medium rock,hard rock ,cutting bituminous /concrete roads with cutting machine ,bailing out, fencing, open timbering including struting and steel sheet shoring ,fabricating MS pipe, specials,mechanical joint with flanged tail pieces/flanged bend of suitable size with MS plate of 10mm thick, welding, grinding, providing wrapping coat using coal tar on outside of MS pipe of 10mm thickness,dismantling RR/concrete structures, providing and laying cement concrete 1:2:4 at various positions required as per site condition,other hurdles if any on the alignment and reconstructing the same after construction as per direction of the departmental officers in charge ,providing anchor blocks wherever necessary ,construction of valve chamber- contruction of valve chambers - 10 nos. of suitable size as per scope of work Including earth work excavation of all kind of soil,providing &laying in position CC1:3:6 all work up to plinth level,providing and laying CC 1:1.5:3 all work up to plinth level for cover slab,Providing and laying CC1:2:4 for base slab,side wall etc,providing and laying in position machine batched and machine mixed design mix M25grade cement concrete for reinforced cement concrete worksCentering and shuttering including strutting etc and removal of form work, steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more,12mm thick plastering using CM 1:4 etc complete as per scope of work and direction of Departmental officer in charge.

20LL capacity OHSR at Chenbankunnu,Kodassery (Low level)Part I- Design,Construction, Testing and Commissioning of 20LL Capacity OH Tank at Chenbankunnu,Kodassery (Low level) as per specification in the scope of works including clearing tank site,demolishing RCC work for existing footing ,column,beam etc,demolishing cement concrete (for foundation base & valve chamber) & RB work(for valve chamber), dismantling precast concrete(cover slab for valve chamber) , dismantling CI pipes(inlet &out let pipe),dismantling C.I sluice valve & steel work in built up sections for ladder,dismantling G.I pipes for removing hand rail including disposal & stacking of material whereever necessary etc complete as per direction of Engineer in charge,Excavation work for column foundation,providing and laying CC 1:3:6 for column foundation, providing and laying in position machine batched and machine mixed design mix M30 grade cement concrete for columns,beams,walkway slab,tank floor slab,tank roof slab,staircase slab from 3rd brace level upto tank roof level & side wall tank and providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete to all other parts of structure as per scope of work,providing and laying specified grade of RCC 1:2:4 for anchor blocks ,centering and shuttering including strutting, propping etc and removal of form works for RCC work,steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more,solid block masonry using precast solid blocks of size 30x20x20cm in CM 1:6 for rooms,12mm cement plaster of mix 1:4 for side wall for rooms,Top of sunshade,12mm cement plaster mix1:3 for ceiling of room,intermediate floor slabs,staircase slab,beams etc.complete,12mm cement plaster finished with a floating coat of neat cement of mix 1:3 extra for plastering exterior walls of height more than 10m from ground level for every additional height of 3m ,providing 12mm cement plaster finished with a floating coat of neat cement of mix 1:3 inside of the OH Tank including adding 2% water proofing compound by weight of cement for side wall tank,intermediate floor slab,columns,beams etc complete,finishing walls with water proofing cement paint of required shade for side wall tank,intermediate floor slab,columns,beams etc complete ,finishing walls with acrylic smooth exterior paint of required shade ,cement concrete flooring 1:2:4 for flooring of room under OHSR ,steel work welded in built up sections/framed work for ladder,windows etc. complete,providing and fixing GI hand rail of approved size for stair case & walk way,Providing 100mm CI pipe and tees for Vent hole ,Conveying and fixing wall casting pipe,painting with sythetic enamel paint of approved brand for windows, supplying and fixing rolling shutters of approved make,providing and fixing glazed shutters for widows,filling water for testing,providing and fixing in position pre-cast R.C.C man hole cover and frame of required shape and approved quality, supply and erection of stainless steel metal box for housing the transmitter,lettering with black japan paint of approved brand and manuacture,supplying ang fixing mechanical water lever indicators ,providing water supply sanitary arrangements,providing lightening protection system to OHSR structure,supply and installation of temporary office room, toilet at the tank compound etc. complete,as per the direction of Departmental officers in charge and scope of work. Tank connection works and Supply & Installation of Flow Meter: supplying, conveying, laying (both vertically and horizontally) joining(Push on/Flanged), testing and commissioning of 600mm DI K9 D/F pipe-44m, 250mm DI D/Fpipe-150m,250mm DI K7 pipe -500m conforming to IS 8329/2000,250mm dia DI K9 pipe-27m conforming to IS 8329/2000,600mm dia DI K9 pipe-70m conforming to IS 8329/2000,600mm CI D/F sluice valve with hand wheel PN 1.6 conforming to 14846-2000 - 2 nos, 250mm CI D/F sluice valve with hand wheel PN 1.6 conforming to 14846-2000-7 Nos, Supplying and installation 500mm electromagnetic flow meter -2 nos tested and caliberated at FCRI, Palakkad with battery backup of minimum 24 hours including pipe specials required like reducers, tail pieces,bends, tees, DI collar, air tees etc complete required for the completion of the work as per the direction of the departmental officers and scope of work. And including excavating trenches for DI pipe/ specials for scour line and distribution main from existing OHSR, fencing,, supply erection of stanless steel metal box for housing the transmitter and battery of electro magnetic flow meter,providing joints and specials for C.I/ D.I pipesproviding joints and specials for C.I/ D.I pipes,testing,conveying and fixing C.I sluice valves,MS fabrication works such as pipes,Specials,Mechanical joints,Tail piece etc,documentation of componets and installation of sign board indicating details of WSS/ Component at OHSR compound etc complete as per the direction of Departmental officers in charge and scope of work. construction of valve chamber - 11 nos. - construction of valve chambers-11nos of suitable size Including earth work excavation in hard rock(blasting prohibited) ,providing &laying in position CC1:3:6 all work up to plinth level,providing and laying CC 1:1.5:3 all work up to plinth level for cover slab,Providing and laying CC1:2:4 for base slab,side wall etc,Centering and shuttering including strutting etc and removal of form work, steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more,12mm thick plastering using CM 1:4 etc complete as per scope of work and direction of Departmental officer icharge. Construction of compound wall & Gate - 120m. -including earth work excavation for all kind of soil,Demolishing brick work of damaged portion of existing compound wall,RR masonry CC 1:6 for foundation and basement for compound wall ,providing and laying CC 1:1.5:3 for compound wall belt,drain cover slab,Centering and shuttering including strutting etc and removal of form work, steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more, brick work in CM 1:4 for compoundwall and pillar,12mm thick plastering using CM 1:4 ,pointing 1:3,finishing walls with Acrylic smooth exterier paint of required shades, providing gate with welded steel work etc. complete as per scope of work and direction of Departmental officer in charge

14LL capacity OHSR at Orappanpara ,in Pariyaram Panchayath- -Design,Construction, Testing and Commissioning of 14LL Capacity OH Tank at Orappanpara ,in Pariyaram Panchayath as per specification in the scope of works including clearing tank site,Excavation work for column foundation,for scour and distribution main lines for all kind of soil,ordinary rock,hard rock (blasting prohibited),providing and laying CC 1:3:6 for column foundation,providing and laying in position machine batched and machine mixed design mix M30 grade cement concrete for columns,beams,walkway slab,tank floor slab,tank roof slab,staircase slab from 3rd brace level upto tank roof level & side wall tank and providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete to all other parts of structure as per scope of work,providing and alying specified grade of RCC 1:2:4 for anchor blocks ,centering and shuttering including strutting, propping etc and removal of form works for RCC work,steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more,solid block masonry using precast solid blocks of size 30x20x20cm in CM 1:6 for rooms,12mm cement plaster of mix 1:4 for side wall for rooms,Top of sunshade,12mm cement plaster mix1:3 for ceiling of room,intermediate floor slabs,staircase slab,beams etc.complete,12mm cement plaster finished with a floating coat of neat cement of mix 1:3 extra for plastering staircase slab,columns,beams at tank floor level,walk way slab,hand rail post for walkway slab of height more than 10m from ground level for every additional height of 3m ,providing 12mm cement plaster finished with a floating coat of neat cement of mix 1:3 inside of the OH Tank including adding 2% water proofing compound by weight of cement for side wall tank,intermediate floor slab,columns,beams etc complete,finishing walls with water proofing cement paint of required shade for side wall tank,intermediate floor slab,columns,beams etc complete ,finishing walls with acrylic smooth exterior paint of required shade ,cement concrete flooring 1:2:4 for flooring of room under OHSR ,steel work welded in built up sections/framed work for ladder,windows etc. complete, providing and fixing GI hand rail of approved size for stair case & walk way, Providing 100mm CI pipe and tees for Vent hole ,Conveying and fixing wall casting pipe ,painting with sythetic enamel paint of approved brand for windows, supplying and fixing rolling shutters of approved make,providing and fixing glazed shutters for widows,filling the reservoir with water,providing and fixing in position pre-cast R.C.C man hole cover and frame of required shape and approved quality,supply and erection of stainless steel metal box for housing the transmitter,lettering with black japan paint of approved brand and manuacture,supplying ang fixing mechanical water lever indicators ,providing water supply sanitary arrangements,providing lightening protection system to OHSR structure,supply and installation of temporary office room and toilet at the tank compound etc. complete,as per the direction of Departmental officers in charge and scope of work. Tank connection works and Supply & Installation of Flow Meter: supplying, conveying, laying (both vertically and horizontally) joining(Push on/Flanged), testing and commissioning of 450mm DI K9 D/F pipe-37m, 250mm DI D/Fpipe-129m,450mm DI K9 pipe -150m conforming to IS 8329/2000,250mm dia DI K7 pipe-140m conforming to IS 8329/2000,450mm CI D/F sluice valve with hand wheel PN 1.0 conforming to 14846-2000 - 2 nos, 250mm CI D/F sluice valve with hand wheel PN 1.6 conforming to 14846-2000-7 Nos, Supplying and installation 400mm electromagnetic flow meter -2 nos tested and caliberated at FCRI, Palakkad with battery backup of minimum 24 hours including pipe specials required like reducers, tail pieces,bends, tees, DI collar, air tees etc complete required for the completion of the work as per the direction of the departmental officers and scope of work. And including cutting bituninous concrete road for DI pipe/ specials for scour line and distribution main , fencing,supply erection of stanless steel metal box for housing the transmitter and battery of electro magnetic flow meter,providing joints and specials for C.I/ D.I pipesproviding joints and specials for C.I/ D.I pipes,testing,conveying and fixing C.I sluice valves,MS fabrication works such as pipes,Specials,Mechanical joints,Tail piece etc,documentation of componets and installation of sign board indicating details of WSS/ Component at Orappanpara ,in Pariyaram Panchayath OHSR compound etc complete as per the direction of Departmental officers in charge and scope of work. construction of valve chamber - 11nos. - construction of valve chambers-11nos of suitable size Including earth work excavation in hard rock(blasting prohibited) ,providing &laying in position CC1:3:6 all work up to plinth level,providing and laying CC 1:1.5:3 for cover slab,Providing and laying CC1:2:4 for base slab,side wall etc,Centering and shuttering including strutting etc and removal of form work, steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more,12mm thick plastering using CM 1:4 etc complete as per scope of work and direction of Departmental officer icharge. Construction of compound wall & Gate - 102m.- Construction of compound wall for a length of 102m. including earth work excavation in hard ock,RR masonry CM 1:6 for foundation and basement for compound wall ,providing and laying CC 1:1.5:3 for compound wall belt,drain cover slab,Centering and shuttering including strutting etc and removal of form work, steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more, brick work in CM 1:4 for compound wall and pillar,12mm thick plastering using CM 1:4 ,pointing 1:3,finishing walls with Acrylic smooth exterier paint of required shades,providing gate with welded steel work etc. complete as per scope of work and direction of Departmental officer in charge

1LL capacity OHSR at Chaippankuzhy (High level)- -Design,Construction, Testing and Commissioning of 1LL capacity OHSR at Chaippankuzhy (High level) as per specification in the scope of works including clearing tank site,demolishing RCC work for existing circular tank ,column,beam etc,demolishing RB work(for existing circular tank foundation),dismantling steel work in built up sections, dismantling precast concrete(cover slab) ,etc complete as per direction of Engineer in charge Excavation work for column foundation for all kind of soil,ordinary rock,hard rock (blasting prohibited),providing and laying CC 1:3:6 for column foundation,providing and laying in position machine batched and machine mixed design mix M30 grade cement concrete for columns,beams,waist slab,landindg slab,floor slab,column for tank,side wall,roof beam,roof slab etc. and providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete to all other parts of structure as per scope of work etc. complete,centering shuttering including strutting and removal of form for column footing , anchor blocks,side wall tank,staircase slab & for all RCC works etc. complete, steel reinforcement for RCC work including straightening, cutting, bendingplacing in position and binding all complete using TMT bars of grade Fe-500D or more,12mm cement plaster mix1:4 for columns,hand rail post for walkway slab & parapet,12mm cement plaster mix 1:3 for walkway slab, staircase slab,steps,cantilever beam for landings, 12mm cement plaster mix 1:3 adding 2% water proofing compound by weight of cement for side wall tank,columns,tank floor slab etc complete,finishing walls with water proofing cement paint of required shade for side wall tank,,tank floor, floor slab ,finishing walls with acrylic smooth exterior paint of required shade ,cement concrete flooring 1:2:4 ,steel work welded in built up sections/framed work for ladder,windows etc. complete,providing and fixing GI hand rail of approved size for stair case & walk way,Providing 100mm CI pipe and tees for Vent hole ,Conveying and fixing wall casting pipe ,painting with sythetic enamel paint of approved brand for windows,supplying and fixing rolling shutters of approved make,providing and fixing glazed shutters for widows,filling the reservoir with water,providing and fixing in position pre-cast R.C.C man hole cover and frame of required shape and approved quality,supply and erection of stainless steel metal box for housing the transmitter,lettering with black japan paint of approved brand and manuacture,supplying and fixing mechanical water lever indicators ,providing water supply sanitary arrangements,providing lightening protection system to OHSR structure,supply and installation of temporary office room, toilet at the tank compound etc. complete,as per the direction of Departmental officers in charge and scope of work. Tank connection works and Supply & Installation of Flow Meter: supplying, conveying, laying (both vertically and horizontally) joining(Push on/Flanged), testing and commissioning of 200mm DI K9 D/F pipe-8m, 100mm DI K9 D/F pipe-24m,200mm DI K9 pipe-58.2m. conforming to IS 8329/2000,100mm DI K9 pipe -51m conforming to IS 8329/2000,100mm CI D/F sluice valve with hand wheel PN 1.0 conforming to 14846-2000 - 3 nos, Supplying and installation of 100mm electromagnetic flow meter -1 no tested and caliberated at FCRI, Palakkad with battery backup of minimum 24 hours including pipe specials required like reducers, tail pieces,bends, tees, DI collar, air tees etc complete required for the completion of the work as per the direction of the departmental officers and scope of work. And including excavating trenches for DI pipe/ specials for scour line and distribution main i n all kind of soil,medium rock,hard rock , fencing,supply erection of stanless steel metal box for housing the transmitter and battery of electro magnetic flow meter,providing joints and specials for C.I/ D.I pipesproviding joints and specials for C.I/ D.I pipes,testing,conveying and fixing C.I sluice valves,MS fabrication works such as pipes,Specials,Mechanical joints,Tail piece etc,documentation of componets and installation of sign board indicating details of OHSR at Chaippankuzhy (High level)- etc complete as per the direction of Departmental officers in charge and scope of work. construction of valve chamber - 5 nos. - contruction of valve chambers-5nos of suitable size Including earth work excavation in all kinds of soil,medium rock,hard rock(blasting prohibited) ,providing &laying in position CC1:3:6 all work up to plinth level,providing and laying CC 1:1.5:3 all work up to plinth level for cover slab,Providing and laying CC1:2:4 for base slab,side wall etc,Centering and shuttering including strutting etc and removal of form work, steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more,12mm thick plastering using CM 1:4 etc complete as per scope of work and direction of Departmental officer charge. Construction of compound wall & Gate - 38.42m.- Construction of compound wall for a length of 38.42m. including earth work excavation in all kinds of soil,hard rock,medium rock,RR masonry CC 1:6 :12 for foundation and basement for compound wall ,providing and laying CC 1:1.5:3 for compound wall belt,drain cover slab,Centering and shuttering including strutting etc and removal of form work, steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more, brick work in CM 1:4 for compound wall and pillar,12mm thick plastering using CM 1:4 ,pointing 1:3,finishing walls with acrylic smooth exterier paint of required shades, providing gate with welded steel work etc. complete as per scope of work and direction of Departmental officer in charge.

Booster Pump House at Peelarmuzhi Anganvadi to High Level Tank & Supply, erection, testing and commissioning of Booster Pump set (3.4lps & 12m Head) -,The works includes earth work excavation in all kind of soil , 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) for foundation and basement, Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand) for basement, Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etccomplete, Providing and laying in position specified grade of reinforced cement concrete 1:1:5:3 for plinth belt,Centering and shuttering including strutting, etc. and removal of form, Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 for pump house,Providing wood work in 2nd class teak wood frames of doors, windows, etc.complete, Painting with synthetic enamel paint of approved brand and manufacture to give an even shadefor doors and ventilators,Providing and fixing glazed shutters for door, ventilators,etc.complete,Reinforced cement concrete work 1:1.5:3 for roof slab,sushsde,ventilators, Centering and shuttering including strutting, Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete for plinth belt & roof slab,Cement concrete flooring 1:2:4 ,12mm cement plaster of mix 1:4for walls,door & ventilators,Finishing walls with water proofing cement paint of required shade & lettering with black japan paint of approved brand,Supply, erection, testing and commissioning of 5HP suitable inline booster Motor Pump Set having a Head of 12m and Discharge of 3.47LPS (Available Pressure Head= 40.55 meters of water) , Power allocation charges, statutory fee remitting to KSEB...etc complete as per scope of work and direction of Departmental officer in charge. RCC bridge 15m- Construction of RCC bridge including clearing jungle,Clearing grass and removal of the rubbish,Bailing out water with 5 HP engine and pumpset,Earth work excavation for Foundation in ordinary rock,hard rock, 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) for foundation of columns., Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work for foundation,columns,slabs up to plinth level and above, steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more,Supplying and providing MS dowel bars of minimum of 20mm dia and 1.5m long (1m in rock and 0.5m in concrete) including drilling holes of 25mm dia and filling the gap with cement grout (0.25 kg/each) etc complete, Centering and shuttering including strutting etc and removal of form work,12mm thick plastering using CM 1:4,Providing and fixing GI hand rail of approved size,painting etc complete,as per the direction of Departmental officers in charge and scope of work.

Miscellanous works

Fire Hydrant at OHSR'S & CWGM -5nos Supplying 100mm dia GI pipe-11mm,100mm dia D/F sluice valve conforming to IS 14846-2000 with cap PN 1.6-5 Nos,DI specials,gi specials etc. complete,The works includes earth work excavation in all kind of soil for valve chamber for fire hydrant at OHSR'S,fencing,close timbering,brick work with cement mortar 1:6 etc complete,providing and laying in position cc 1:3:6 for construction of valve chamber for fire hydrant ,Centering and shuttering including strutting etc and removal of form work,providing and laying in position cc1:1.5:3 for construction of valve chamber for fire hydrant base slab,cover slab,providing and laying in position cc1:2:4 for anchor blocks,Centering and shuttering including strutting etc and removal of form work or anchor block, steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete using TMT bars of grade Fe-500D or more,12mm thick plastering using CM 1:4,dry stone masonry for protection chamber etc complete,supplying and fixing ISI mark (make NEWAGE/WINCO) 100mm CI Hydrant valve with specials-5nos and full accessories,GI welding,supplying & fixing pillar hydrant unit with valves and specials -5nos, etc.complete as per scope of work and direction of Departmental officer in charge. Providing Inauguration stone and sign boards and documentation- Supplying, fixing, levelling , finishing and commissioning of inaugural stone- 3nos, documentation of components and installation of sign board indicating the details of WSS/component as per required size, shape and specification etc. as per the direction of departmental officers and NIT vol II.

Road Restoration

Road Restoration Charges - PWD Roads-2000m for a width of 1m . (Mothirakanni junction to Anthrappadam canal) (a) For BT cutting:Providing temporary road restoration using graded material for a thickness of 25 cm including supplying ,stacking,laying and consolidating etc complete. Earth work in Excavation as per drawing and technical specifications, in ordinary soil for berm cutting & BT cutting,Construction of granular sub base by providing graded material complete as per clause 401,providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam for BT cutting & berm,providing and applying primer coat with bitumen emulsion (SS) for BT cutting,Supplying and stacking 12 mm hard blue granite broken stone in standard heaps for measurement,Supplying and stacking 6 mm hard blue granite broken stone in standard heaps for measurement,Providing, laying and rolling of open graded premix carpet of 20 mm thickness for BT cutting. (b) For berm cutting: The berm of road should be restored for a width of 1m after laying the pipes in the berm. The work includes earth work excavation in the berm 30cm depth and providing shoulders and restoring road after pipe laying. District Pt, Kodassery LSGD & Irrigation Roads under Kodassery LSGD-Chembankunnu Chaippankuzhy road (District Panchayath)-1300m, Arurmuzhy Vettikuzhy road (District Panchayath)-1206m, Chaippankuzhy Pilarmuzhy road ( Grama Panchayath )-820m, Pilarmuzhy canal bund road ( Irrigation Dept. road)-1100m, Chaippankuzhy Pilarmuzhy road (Grama Panchayath)-650m for a width of 1m, Peelarmuzhy Anganvadi Concrete road-370m, Ist Common Jn to Peelarmuzhy Anganvadi - 1500m. (a) For 20mm open graded chipping carpet surface:Supply, stacking, spreading and consolidating of graded material (25cm thick) for temporary restoration in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead, engaging coolie for necessary works, Earth work in Excavation of Foundation of Structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stamps and other deleterious matter, dressing of sides and bottom and back filling with approved material in Ordinary soil depth upto 3m. Manual means, Construction of granular sub base by providing graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl. 401 Grading I Plant Mix Method, Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (30cm Thick) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Providing and applying prime coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means, 20 mm open graded chipping carpet surface (Manual mean), etc. complete as per the specifications and direction of Departmental officers in charge and scope of work. (b) For berm cutting: The berm of road should be restored for a width of 1m after laying the pipes in the berm. The work includes earth work excavation in the berm 30cm depth and providing shoulders and restoring road after pipe laying. Pariyaram LSGD Roads-2000m (Pariyaram panchayath boundary to Mothirakkanni Junction, Orappana Kappela to Orappana OH tank, Anthrakkapadam to Orappana Kappela)- (a) For 20mm open graded chipping carpet surface:Road restoration work after pipe line including berm cutting, Supply, stacking, spreading and consolidating of graded material (25cm thick) for temporary restoration in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead, engaging coolie for necessary works, Earth work in Excavation of Foundation of Structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stamps and other deleterious matter, dressing of sides and bottom and back filling with approved material in Ordinary soil depth upto 3m. Manual means, Construction of granular sub base by providing graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl. 401 Grading I Plant Mix Method, Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (30cm Thick) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Providing and applying prime coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means, 20 mm open graded chipping carpet surface (Manual mean), etc. complete as per the specifications and direction of Departmental officers in charge and scope of work.

Chicago Constructions International Pvt Ltd

MOHAMMED ALI

MARYMATHA INFRASTRUCTURE PVT LTD