BUDJET WORK 2018-19 IMPROVEMENTS OF ISLAND THURUTH

Amount

Appendix- A - I-Land thuruth

3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

od28289/2019_2020 : Supplying and stacking well matured coconut piles at storage site full size coconut post 300mm dia 7.600M long etc. complete

od494/2019_2020 : Driving Down wooden piles (coconut) 200 to 300mm dia to approved lines and levels through various strata including all hire charge and labour charges for fixing staging platform and other applicances necessary for pile driving after pointing the bottom end up to 8m depth below ground level.

od35009/2017_2018 : Dry stone masonry for retaining wall

od28291/2019_2020 : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:6 in Foundation / super structure complete as per Drawing and Technical Specifications.

12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

od35977/2017_2018 : Earth work in rough excavation(stiff kayal clay) in or under water or liquid mud, banking excavated clay in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with &frac12; tonne roller or wooden or steel rammers and dressing up in embankments for for bund formation including lead upto 50 m and lift uto 1.5 m- All kind of so (for filling and forming bund with stiff kayal clay)

od35006/2017_2018 : Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site spreding grading to required slop and compacting to meet requirement of table 300-2

Appendix- B Iland thuruth concrete road

4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-III -For lower sub base - Mix in Place Method<br>Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub base - Mix in Place Method

12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

13.5.A : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br> PCC Grade M15 - Height upto 5m <br>Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m

Appendix- C. Bhajanamadom temple thurth

3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

od28289/2019_2020 : Supplying and stacking well matured coconut piles at storage site full size coconut post 300mm dia 7.600M long etc. complete

od494/2019_2020 : Driving Down wooden piles (coconut) 200 to 300mm dia to approved lines and levels through various strata including all hire charge and labour charges for fixing staging platform and other applicances necessary for pile driving after pointing the bottom end up to 8m depth below ground level.

od35951/2017_2018 : Dry stone masonry for retaining wall

od28291/2019_2020 : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:6 in Foundation / super structure complete as per Drawing and Technical Specifications.

12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

od35977/2017_2018 : Earth work in rough excavation(stiff kayal clay) in or under water or liquid mud, banking excavated clay in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with &frac12; tonne roller or wooden or steel rammers and dressing up in embankments for for bund formation including lead upto 50 m and lift uto 1.5 m- All kind of so (for filling and forming bund with stiff kayal clay)

od35006/2017_2018 : Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site spreding grading to required slop and compacting to meet requirement of table 300-2

Appendix-D kuttikkattuparambu retaining wall

3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

od28289/2019_2020 : Supplying and stacking well matured coconut piles at storage site full size coconut post 300mm dia 7.600M long etc. complete

od494/2019_2020 : Driving Down wooden piles (coconut) 200 to 300mm dia to approved lines and levels through various strata including all hire charge and labour charges for fixing staging platform and other applicances necessary for pile driving after pointing the bottom end up to 8m depth below ground level.

od35951/2017_2018 : Dry stone masonry for retaining wall

od28291/2019_2020 : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:6 in Foundation / super structure complete as per Drawing and Technical Specifications.

12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

od35977/2017_2018 : Earth work in rough excavation(stiff kayal clay) in or under water or liquid mud, banking excavated clay in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with &frac12; tonne roller or wooden or steel rammers and dressing up in embankments for for bund formation including lead upto 50 m and lift uto 1.5 m- All kind of so (for filling and forming bund with stiff kayal clay)

od35006/2017_2018 : Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site spreding grading to required slop and compacting to meet requirement of table 300-2

Appendix- E Ooralassery Thuruth

3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

od28289/2019_2020 : Supplying and stacking well matured coconut piles at storage site full size coconut post 300mm dia 7.600M long etc. complete

od494/2019_2020 : Driving Down wooden piles (coconut) 200 to 300mm dia to approved lines and levels through various strata including all hire charge and labour charges for fixing staging platform and other applicances necessary for pile driving after pointing the bottom end up to 8m depth below ground level.

od35951/2017_2018 : Dry stone masonry for retaining wall

od28291/2019_2020 : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:6 in Foundation / super structure complete as per Drawing and Technical Specifications.

12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

od35977/2017_2018 : Earth work in rough excavation(stiff kayal clay) in or under water or liquid mud, banking excavated clay in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with &frac12; tonne roller or wooden or steel rammers and dressing up in embankments for for bund formation including lead upto 50 m and lift uto 1.5 m- All kind of so (for filling and forming bund with stiff kayal clay)

od35006/2017_2018 : Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site spreding grading to required slop and compacting to meet requirement of table 300-2

Appendix -F Pattalam turuth &amp; Plassery thuruth

3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

od28289/2019_2020 : Supplying and stacking well matured coconut piles at storage site full size coconut post 300mm dia 7.600M long etc. complete

od494/2019_2020 : Driving Down wooden piles (coconut) 200 to 300mm dia to approved lines and levels through various strata including all hire charge and labour charges for fixing staging platform and other applicances necessary for pile driving after pointing the bottom end up to 8m depth below ground level.

od35951/2017_2018 : Dry stone masonry for retaining wall

od28291/2019_2020 : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:6 in Foundation / super structure complete as per Drawing and Technical Specifications.

12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

od35977/2017_2018 : Earth work in rough excavation(stiff kayal clay) in or under water or liquid mud, banking excavated clay in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with &frac12; tonne roller or wooden or steel rammers and dressing up in embankments for for bund formation including lead upto 50 m and lift uto 1.5 m- All kind of so (for filling and forming bund with stiff kayal clay)

od35006/2017_2018 : Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site spreding grading to required slop and compacting to meet requirement of table 300-2

Appendix-G providing and laying 1000mm dia R.C.C pipe between various chainages

9.3.A : Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .<br> 1000 mm dia <br>Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia

Appendix H:- Thattasserry thuruth

3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

od28289/2019_2020 : Supplying and stacking well matured coconut piles at storage site full size coconut post 300mm dia 7.600M long etc. complete

od494/2019_2020 : Driving Down wooden piles (coconut) 200 to 300mm dia to approved lines and levels through various strata including all hire charge and labour charges for fixing staging platform and other applicances necessary for pile driving after pointing the bottom end up to 8m depth below ground level.

od496/2019_2020 : Dry stone masonry for retaining wall

od28291/2019_2020 : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:6 in Foundation / super structure complete as per Drawing and Technical Specifications.

12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

od697/2019_2020 : Earth work in rough excavation(stiff kayal clay) in or under water or liquid mud, banking excavated clay in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with &frac12; tonne roller or wooden or steel rammers and dressing up in embankments for for bund formation including lead upto 50 m and lift uto 1.5 m- All kind of so (for filling and forming bund with stiff kayal clay)

od499/2019_2020 : Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site spreding grading to required slop and compacting to meet requirement of table 300-2

Bidder Name

CHERIAN