Kerala Irrigation Infrastructure Development Corporation Limited Tender

od39986/2022_2023 : Groins works- Ambalappuzha - Supplying and laying Filter layer 30cm thick at site of work using 1 kg to 10 kg blasted granite stones as per approved design including supply of stones , loading from quarry , conveying to site in tipper , weighing on Departmental Weigh bridge established at site unloading , dumping at site to lines and levels , rehandling stones for forming the section with the help of tippers and suitable crane and packing of stones if necessary including hire and operational charges of all tools and plants and all sundry expenses , providing and maintaining the runway for movement of vehicles, crane using spalls gravel or sand etc. complete as per the direction of departmental officers at site.<br>(Specifications as per 60.59.3)

od39989/2022_2023 : Groins works Ambalappuzha-Supplying and Laying core layer using 100 kg to 300kg blasted granite stones of specific gravity not less than 2.65 as per approved design , including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on departmental Weigh Bridge established at site unloading and dumping and packing in position at site to lines and levels to form the<br>core layer over the secondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site

od39990/2022_2023 : Groin work Ambalappuzha - Supplying and Laying toe mound and under layer using 300 kg to 500kg blasted granite stones of specific gravity not less than 2.65 as per approved design, including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on Departmental weigh bridge established at site unloading and dumping and packing in position at site to lines<br>and levels to form the toe mound and under layer over the secondary layer already laid, with heavier stones on top layer,<br>by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site

od39992/2022_2023 : Moulding and supplying 0.8 cum(2T) tetrapod with graded aggregate of 40% 75mm to 40mm, 30% 40mm to 20mm and 30% 20mm to 6mm using 380kg cement/ m3 of concrete designed for M30 grade concrete (specific gravity of fine aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be 43 grade or higher) minimum cube strength requirement (i) @7 day - 20 N/mm2 (ii) @ 28 day - 30 N/mm2 and minimum density of concrete 2.5 g/cc including hire and operational charges of tools and plants, mould, curing, rehandling and stacking charges etc., complete as per the instruction of departmental officers at site .

65.104 : Conveying 0.8cum (2T) tetrapod from stacking yard and placing in position in two layers according to specification and forming the armour layer of breakwater to lines and levels over the secondary armour layer including hire and operational charges of tools and plants etc., complete as per the direction of the departmental officers at site

od39993/2022_2023 : Moulding and supplying cement concrete 2m3 (5T) tetrapod with graded aggregate of 40% 75mm to 40 mm, 30% 40 to 20mm, 30% 20 to 5mm using 380 kg cement /m3 of concrete designed for M30 grade concrete ( specific gravity of fine aggregate and course aggregateshould not be less than 2.73 and 2.5 respectively) and the cement shall be 43 grade or higher) minimum cube strength requirement (i) @ 7 day - 20N/mm2 (ii) @ 28 day - 30N/mm2 and minimum density of concrete 2.5 g/cc. including hire and operational charge of tools and plants moulding and rehandling and stacking charge etc complete according to specification and instructions of Engineer

65.115 : Conveying 2 m3 (5T) tetrapods from stacking and placing in two layer according to specification and forming the armour layer of break water to lines and levels at depth of water 8m and above including hire and operational charges of tools and plants etc complete

od39994/2022_2023 : Supplying of Mechanically Bonded, Needle Punchered Polypropylene Non-Woven geotextile Mat as filter/seperation media below groin as per MoRTH 700 Type-I Geotextile suitable for harsh installation with elongation failure at <50%. The width of geotextile roll shall not be less than 4.5 m, at all locations with all leads and lifts, manpower and machinery,  materials, labour etc. complete  and  as  directed  by Engineer - In - Charge.

Appendix B- CONSTRUCTION OF GROIN FIELD BETWEEN ARACKAL POZHI AND VAZHAKOOTTAM POZHI FROM CH:121.63 TO CH:122.83 (OLD CH: 99.60- CH:100.80) IN KATTOOR-POLLETHAI, ALAPPUZHA CONSTITUENCY, ALAPPUZHA DISTRICT

od39978/2022_2023 : Groin Work: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means /with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.<br>All kinds of soil

od39982/2022_2023 : Groins works- Ottamassery and Kattoor- Supplying and laying Filter layer 30cm thick at site of work using 1 kg to 10 kg blasted granite stones as per approved design including supply of stones , loading from quarry , conveying to site in tipper , weighing on Weigh Bridge established at site by the contractor(Certified by Legal Metrology), A/C prefab cabin having electrifications, land required, installation of PC, Printer and accessories loaded with appropriate software having latest facilities approved by the Departmental officers, Internet connections, tamper-proof CCTV camera(2 nos.) for measurement , unloading , dumping at site to lines and levels , rehandling stones for forming the section with the help of tippers and suitable crane and packing of stones if necessary including hire and operational charges of all tools and plants and all sundry expenses , providing and maintaining the runway for movement of vehicles, crane using spalls gravel or sand etc. complete as per the direction of departmental officers at site.<br>(Specifications as per 60.59.3)

od39985/2022_2023 : Groins works Ottamassery and Kattoor -Supplying and Laying core layer using 100 kg to 300kg blasted granite stones of specific gravity not less than 2.65 as per approved design , including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on Weigh Bridge established at site by the contractor(Certified by Legal Metrology), A/C prefab cabin having electrifications, land required, installation of PC, Printer and accessories loaded with appropriate software with latest facilities approved by the Departmental officers, Internet connections, tamper-proof CCTV camera(2 nos.) for measurement , unloading and dumping and packing in position at site to lines and levels to form the<br>core layer over the secondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site

od39987/2022_2023 : Groins-Kattoor/Ottamassery - Supplying and Laying toe mound and under layer using 300 kg to 500kg blasted granite stones of specific gravity not less than 2.65 as per approved design, including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on weigh bridge established at site by the contractor(Certified by Legal Metrology), A/C prefab cabin having electrifications, land required, installation of PC, Printer and accessories loaded with appropriate software with latest facilities approved by the Departmental officers, Internet connections, tamper-proof CCTV camera(2 nos.) for measurement , unloading and dumping and packing in position at site to lines and levels to form the toe mound and under layer over the secondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site

od39992/2022_2023 : Moulding and supplying 0.8 cum(2T) tetrapod with graded aggregate of 40% 75mm to 40mm, 30% 40mm to 20mm and 30% 20mm to 6mm using 380kg cement/ m3 of concrete designed for M30 grade concrete (specific gravity of fine aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be 43 grade or higher) minimum cube strength requirement (i) @7 day - 20 N/mm2 (ii) @ 28 day - 30 N/mm2 and minimum density of concrete 2.5 g/cc including hire and operational charges of tools and plants, mould, curing, rehandling and stacking charges etc., complete as per the instruction of departmental officers at site .

65.104 : Conveying 0.8cum (2T) tetrapod from stacking yard and placing in position in two layers according to specification and forming the armour layer of breakwater to lines and levels over the secondary armour layer including hire and operational charges of tools and plants etc., complete as per the direction of the departmental officers at site

od39994/2022_2023 : Supplying of Mechanically Bonded, Needle Punchered Polypropylene Non-Woven geotextile Mat as filter/seperation media below groin as per MoRTH 700 Type-I Geotextile suitable for harsh installation with elongation failure at <50%. The width of geotextile roll shall not be less than 4.5 m, at all locations with all leads and lifts, manpower and machinery,  materials, labour etc. complete  and  as  directed  by Engineer - In - Charge.

Appendix C- CONSTRUCTION OF GROIN FIELDS AT OTTAMASSERY BETWEEN CESCP No. 921 TO 926 IN CHERTHALA CONSTITUENCY, ALAPPUZHA DISTRICT

od39977/2022_2023 : Groin Work: Dismantling stones in the sea wall to construct the Groyne portion and Dumping in position suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method

od39978/2022_2023 : Groin Work: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means /with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.<br>All kinds of soil

od39981/2022_2023 : Groins works- Ottamassery and Kattoor- Supplying and laying Filter layer 30cm thick at site of work using 1 kg to 10 kg blasted granite stones as per approved design including supply of stones , loading from quarry , conveying to site in tipper , weighing on Weigh Bridge established at site by the contractor(Certified by Legal Metrology), A/C prefab cabin having electrifications, land required, installation of PC, Printer and accessories loaded with appropriate software having latest facilities approved by the Departmental officers, Internet connections, tamper-proof CCTV camera(2 nos.) for measurement , unloading , dumping at site to lines and levels , rehandling stones for forming the section with the help of tippers and suitable crane and packing of stones if necessary including hire and operational charges of all tools and plants and all sundry expenses , providing and maintaining the runway for movement of vehicles, crane using spalls gravel or sand etc. complete as per the direction of departmental officers at site.<br>(Specifications as per 60.59.3)

od39985/2022_2023 : Groins works Ottamassery and Kattoor -Supplying and Laying core layer using 100 kg to 300kg blasted granite stones of specific gravity not less than 2.65 as per approved design , including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on Weigh Bridge established at site by the contractor(Certified by Legal Metrology), A/C prefab cabin having electrifications, land required, installation of PC, Printer and accessories loaded with appropriate software with latest facilities approved by the Departmental officers, Internet connections, tamper-proof CCTV camera(2 nos.) for measurement , unloading and dumping and packing in position at site to lines and levels to form the<br>core layer over the secondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site

od39987/2022_2023 : Groins-Kattoor/Ottamassery - Supplying and Laying toe mound and under layer using 300 kg to 500kg blasted granite stones of specific gravity not less than 2.65 as per approved design, including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on weigh bridge established at site by the contractor(Certified by Legal Metrology), A/C prefab cabin having electrifications, land required, installation of PC, Printer and accessories loaded with appropriate software with latest facilities approved by the Departmental officers, Internet connections, tamper-proof CCTV camera(2 nos.) for measurement , unloading and dumping and packing in position at site to lines and levels to form the toe mound and under layer over the secondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site

od39992/2022_2023 : Moulding and supplying 0.8 cum(2T) tetrapod with graded aggregate of 40% 75mm to 40mm, 30% 40mm to 20mm and 30% 20mm to 6mm using 380kg cement/ m3 of concrete designed for M30 grade concrete (specific gravity of fine aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be 43 grade or higher) minimum cube strength requirement (i) @7 day - 20 N/mm2 (ii) @ 28 day - 30 N/mm2 and minimum density of concrete 2.5 g/cc including hire and operational charges of tools and plants, mould, curing, rehandling and stacking charges etc., complete as per the instruction of departmental officers at site .

65.104 : Conveying 0.8cum (2T) tetrapod from stacking yard and placing in position in two layers according to specification and forming the armour layer of breakwater to lines and levels over the secondary armour layer including hire and operational charges of tools and plants etc., complete as per the direction of the departmental officers at site

od39994/2022_2023 : Supplying of Mechanically Bonded, Needle Punchered Polypropylene Non-Woven geotextile Mat as filter/seperation media below groin as per MoRTH 700 Type-I Geotextile suitable for harsh installation with elongation failure at <50%. The width of geotextile roll shall not be less than 4.5 m, at all locations with all leads and lifts, manpower and machinery,  materials, labour etc. complete  and  as  directed  by Engineer - In - Charge.

Appendix D- CONSTRUCTION OF GROIN FIELD AT NELLANICKAL IN VATTACHAL FROM CH:55.20 TO CH:55.70 IN HARIPAD CONSTITUENCY, ALAPPUZHA DISTRICT

od39977/2022_2023 : Groin Work: Dismantling stones in the sea wall to construct the Groyne portion and Dumping in position suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method

od39978/2022_2023 : Groin Work: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means /with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.<br>All kinds of soil

od39980/2022_2023 : Groins works- Nellanickal- Supplying and laying Filter layer 30cm thick at site of work using 1 kg to 10 kg blasted granite stones as per approved design including supply of stones , loading from quarry , conveying to site in tipper , weighing on Weigh Bridge established at site by the contractor(Certified by Legal Metrology), A/C prefab cabin having electrifications, land required, installation of PC, Printer and accessories loaded with appropriate software with latest facilities approved by the Departmental officers, Internet connections, tamper-proof CCTV camera(2 nos.) for measurement , unloading , dumping at site to lines and levels , rehandling stones for forming the section with the help of tippers and suitable crane and packing of stones if necessary including hire and operational charges of all tools and plants and all sundry expenses , providing and maintaining the runway for movement of vehicles, crane using spalls gravel or sand etc. complete as per the direction of departmental officers at site.<br>(Specifications as per 60.59.3)

od39984/2022_2023 : Groins works-Nellanickal-Supplying and Laying core layer using 100 kg to 300kg blasted granite stones of specific gravity not less than 2.65 as per approved design , including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on Weigh Bridge established at site by the contractor(Certified by Legal Metrology), A/C prefab cabin having electrifications, land required, installation of PC, Printer and accessories loaded with appropriate software with latest technology approved by the Departmental officers, Internet connections, tamper-proof CCTV camera(2 nos.) for measurement , unloading and dumping and packing in position at site to lines and levels to form the<br>core layer over the secondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site

od39988/2022_2023 : Groins- Nellanickal-Supplying and Laying toe mound and under layer using 300 kg to 500kg blasted granite stones of specific gravity not less than 2.65 as per approved design, including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on weigh bridge established at site by the contractor(Certified by Legal Metrology), A/C prefab cabin having electrifications, land required, installation of PC, Printer and accessories loaded with appropriate software with latest technology approved by the Departmental officers, Internet connections, tamper-proof CCTV camera(2 nos.) for measurement , unloading and dumping and packing in position at site to lines and levels to form the toe mound and under layer over the secondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site

od39991/2022_2023 : A.S.E - Groynes works- Alleppy-Supplying and Providing Armour Layer using 1000kg 1500kg blasted granite stones of specific gravity not less than 2.65 as per approved design , including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the armoury layer over the csecondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site

od39992/2022_2023 : Moulding and supplying 0.8 cum(2T) tetrapod with graded aggregate of 40% 75mm to 40mm, 30% 40mm to 20mm and 30% 20mm to 6mm using 380kg cement/ m3 of concrete designed for M30 grade concrete (specific gravity of fine aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be 43 grade or higher) minimum cube strength requirement (i) @7 day - 20 N/mm2 (ii) @ 28 day - 30 N/mm2 and minimum density of concrete 2.5 g/cc including hire and operational charges of tools and plants, mould, curing, rehandling and stacking charges etc., complete as per the instruction of departmental officers at site .

65.104 : Conveying 0.8cum (2T) tetrapod from stacking yard and placing in position in two layers according to specification and forming the armour layer of breakwater to lines and levels over the secondary armour layer including hire and operational charges of tools and plants etc., complete as per the direction of the departmental officers at site

od39993/2022_2023 : Moulding and supplying cement concrete 2m3 (5T) tetrapod with graded aggregate of 40% 75mm to 40 mm, 30% 40 to 20mm, 30% 20 to 5mm using 380 kg cement /m3 of concrete designed for M30 grade concrete ( specific gravity of fine aggregate and course aggregateshould not be less than 2.73 and 2.5 respectively) and the cement shall be 43 grade or higher) minimum cube strength requirement (i) @ 7 day - 20N/mm2 (ii) @ 28 day - 30N/mm2 and minimum density of concrete 2.5 g/cc. including hire and operational charge of tools and plants moulding and rehandling and stacking charge etc complete according to specification and instructions of Engineer

65.115 : Conveying 2 m3 (5T) tetrapods from stacking and placing in two layer according to specification and forming the armour layer of break water to lines and levels at depth of water 8m and above including hire and operational charges of tools and plants etc complete

od39994/2022_2023 : Supplying of Mechanically Bonded, Needle Punchered Polypropylene Non-Woven geotextile Mat as filter/seperation media below groin as per MoRTH 700 Type-I Geotextile suitable for harsh installation with elongation failure at <50%. The width of geotextile roll shall not be less than 4.5 m, at all locations with all leads and lifts, manpower and machinery,  materials, labour etc. complete  and  as  directed  by Engineer - In - Charge.