Formation of Badagara Mahe Canal from Ch.464.210Km to 467.690 Km- Balance work

Amount

App. A - Formation of Canal with Open cut design fom Ch. 465.050 to 467.690 Km

2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc. complete as per the direction of Departmental Engineer in charge

od7141/2018_2019/IA : od19377/2018_2019/IA :RING BUND - Putting up ring bund using driving Z type MS sheet piles of 12 m height (400x185x7.5/8.5 or equivalent -confirming to IS 2314-1986) on one side driven with minimum driving length of 6m for ensuring sufficient anchorage and horizontally braced with MS flats and angles wherever necessary and the other side with coconut piles 6 to 9 m length driven 3 m as shown in figure, tied with half split coconut piles as wailing piece at 1 m c/c and filled in between with empty gunny /polythene bags filled with earth are placed bottom width 3.5m and top width 2m and 7 m height, and including dismantling the bund, driven out sheet pile after completion of the work etc. complete as per the direction of Departmental Engineer in charge (Data from PRICE estimate ID 2016/932/IA for Moozhikkal Lock cum Bridge across Badagara Mahe Canal )

60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc. complete as per the direction of Departmental Engineer in charge

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil etc. complete as per the direction of Departmental Engineer in charge

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil etc. complete as per the direction of Departmental Engineer in charge

od31975/2018_2019/IA : Construction of embankment with approved material obtained from Deptl. work site- Formation of badagara Mahe canal from Ch. 460.620 to 464.210 km- or other sources with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.( Based on Data 3.16 of MoRTH ) etc. complete as per the direction of Departmental Engineer in charge

od31777/2018_2019/IA : Providing Coir Geo-textiles to the side slope of embankment including all cost of materials ( Coir Geo textiles, Bamboo stakes/ J clips and all labour charges for fixing and watering etc. complete as per the direction of Departmental Engineer in charge

od31821/2018_2019/IA : Providing Coir Geo-textiles to the bottom side slope of canal including all cost of materials ( Coir Geo textiles, Bamboo stakes/ J clips and all labour charges for fixing but excluding the cost of rootings and watering, etc. complete as per the direction of Departmental Engineer in charge

App.B - Formation of canal with existing design from Ch.464.210 to 465.050 Km- Balance works

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil etc. complete as per the direction of Departmental Engineer in charge

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil etc. complete as per the direction of Departmental Engineer in charge

od7141/2018_2019/IA : od19377/2018_2019/IA :RING BUND - Putting up ring bund using driving Z type MS sheet piles of 12 m height (400x185x7.5/8.5 or equivalent -confirming to IS 2314-1986) on one side driven with minimum driving length of 6m for ensuring sufficient anchorage and horizontally braced with MS flats and angles wherever necessary and the other side with coconut piles 6 to 9 m length driven 3 m as shown in figure, tied with half split coconut piles as wailing piece at 1 m c/c and filled in between with empty gunny /polythene bags filled with earth are placed bottom width 3.5m and top width 2m and 7 m height, and including dismantling the bund, driven out sheet pile after completion of the work etc. complete as per the direction of Departmental Engineer in charge (Data from PRICE estimate ID 2016/932/IA for Moozhikkal Lock cum Bridge across Badagara Mahe Canal )

60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete as per the direction of Departmental Engineer in charge

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

2.16.3 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m etc. complete as per the direction of Departmental Engineer in charge

60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc. complete as per the direction of Departmental Engineer in charge

60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end etc. complete as per the direction of Departmental Engineer in charge

60.64.6 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m etc. complete as per the direction of Departmental Engineer in charge

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

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) etc. complete as per the direction of Departmental Engineer in charge

5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) etc. complete as per the direction of Departmental Engineer in charge

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 etc. complete as per the direction of Departmental Engineer in charge

Cross drainage works -RCC Culvert & Pipe Culvert

od31267/2018_2019/IA : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing etc. complete as per the direction of Departmental Engineer in charge

od31271/2018_2019/IA : Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.r|nPile diameter-600 mm r|n etc. complete as per the direction of Departmental Engineer in charge

5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level etc. complete as per the direction of Departmental Engineer in charge

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 etc. complete as per the direction of Departmental Engineer in charge

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level etc. complete as per the direction of Departmental Engineer in charge

5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more etc. complete as per the direction of Departmental Engineer in charge

60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc. complete as per the direction of Departmental Engineer in charge

60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end etc. complete as per the direction of Departmental Engineer in charge

60.64.6 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m etc. complete as per the direction of Departmental Engineer in charge

60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per the direction of Departmental Engineer in charge

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) etc. complete as per the direction of Departmental Engineer in charge

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 etc. complete as per the direction of Departmental Engineer in charge

19.36.3 : Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.900 mm dia RCC pipes etc. complete as per the direction of Departmental Engineer in charge

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. complete as per the direction of Departmental Engineer in charge

Bidder Name

G BALAKRISHNAN NAIR