| 1 | 1 | App A - Boat Terminal -Sub structure | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.01 | 12.22 : 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. | BI01010001010000000000000515BI0100001114 | 11.093 | MT |
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| 3 | 1.02 | od25870/2019_2020/IA : Bored cast-in-situ M30 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. | BI01010001010000000000000515BI0100001115 | 225 | metre |
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| 4 | 2 | APP.B-Boat Terminal Super structure | BI01010001010000000000000515BI0100001116 | | |
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| 5 | 2.01 | od25869/2019_2020/IA : Providing floating plat form of size 12m x 7m on pontoon(as per drawing) in steel work riveted or bolted in built up section etc., trusses and framed work M.S angle, iron plates, tees etc. straightening cutting, fabricating and hosting including applying one coat iron primer for pontoon including cost of materials, labour charges, mobilisation charges, current charges for welding etc. hire for winch, chain, hook etc. and launching in to the river and all other incidental charges including lighting etc. complete for piling in river portion etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001117 | 225 | metre |
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| 6 | 2.02 | 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. | BI01010001010000000000000515BI0100001118 | 25.414 | cum |
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| 7 | 2.03 | 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 | BI01010001010000000000000515BI0100001119 | 2.134 | cum |
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| 8 | 2.04 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size) etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001120 | 4.831 | cum |
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| 9 | 2.05 | 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. | BI01010001010000000000000515BI0100001121 | 8777.07 | kilogram |
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| 10 | 2.06 | 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. | BI01010001010000000000000515BI0100001122 | 3513.38 | kg |
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| 11 | 2.07 | od25871/2019_2020/IA : Chipping and removing extra length of RCC piles-Demolishing R.C.C. work manually / by mechanical means without disturbing the existing structure including stacking of steel bars and disposal of unserviceable material with in 50 metres lead etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001123 | 4.24 | cum |
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| 12 | 2.08 | 20.6.2.2 : Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer -in-Charge.Single pile above 50 tonne and upto 100 tonne capacity Routine test | BI01010001010000000000000515BI0100001124 | 1 | per test |
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| 13 | 2.09 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001125 | 106.339 | sqm |
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| 14 | 2.1 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001126 | 72.375 | sqm |
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| 15 | 2.11 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and walls Under 20 cm wide etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001127 | 14.83 | metre |
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| 16 | 2.12 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001128 | 90.432 | sqm |
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| 17 | 2.13 | 5.23 : Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand). etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001129 | 118.149 | sqm |
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| 18 | 2.14 | 11.20.3 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001130 | 87.6 | sqm |
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| 19 | 2.15 | od25872/2019_2020/IA : Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade:(as per 7.12.1 of DSR)One face dressedBlack Granite stone block etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001131 | 1296 | cud m |
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| 20 | 2.16 | od25873/2019_2020/IA : Providing Granite stone post , 10x10 cm size, 100 cm long hand cut and chisel dressed accurately to line and level for hand rails on walkway fixed bottom and top in RCC beams per Architect's design including the cost of materials , labour charges, conveyance etc. complete but excluding the cost of RCC beams which is to be paid seperately ( specification as per 7.12.1.1 of DSR )- Granite post 4 side dressedOne face dressed Red sand stone etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001132 | 720.002 | cud m |
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| 21 | 2.17 | od25875/2019_2020/IA : Providing & fixing on roof, First class superior quality Mangalore Pattern tile of approved size and as per approved pattern on wooden reepering work including cost of materials, conveyane charges and labour charges etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001133 | 113.537 | sqm |
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| 22 | 2.18 | od25876/2019_2020/IA : Providing & fixing on First quality flat clay tile of approved size and as per approved pattern on wooden reepering frame work including cost and conveyance of all materials, labour charges etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001134 | 113.537 | sqm |
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| 23 | 2.19 | od25877/2019_2020/IA : Providing & laying on roof First class superior quality Mangalore Pattern ridge tile of approved pattern and make on wooden reepering work complete including cost of materials, conveyance and all labour charges for fixing. based on 12-49 etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001135 | 35.47 | metre |
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| 24 | 2.2 | 50.9.1.2 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) using good quality Pincoda wood etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001136 | 3.83 | cum |
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| 25 | 2.21 | od25878/2019_2020/IA : Supplying and fixing Pingoda wood reapers of size 50x25 mm with Stainless steel wire nails including cost and conveyance of materials etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001137 | 0.624 | cum |
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| 26 | 2.22 | od25879/2019_2020/IA : Stainless steel work riveted, bolted or welded in built up sections,including cutting, hoisting, fixing in position all complete using plates, nuts & bolts and other fixtures made of stainless steel etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001138 | 229.516 | kg |
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| 27 | 2.23 | 13.50.1 : Applying priming coat:With ready mixed pink or Grey primer of approved and manufacture on wood work (hard and soft wood) etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001139 | 193.472 | sqm |
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| 28 | 2.24 | 13.62.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001140 | 193.472 | sqm |
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| 29 | 2.25 | 9.1.2 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001141 | 0.538 | cum |
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| 30 | 2.26 | 13.67.1 : Varnishing with varnish of approved brand and manufacture :Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001142 | 55.069 | sqm |
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| 31 | 2.27 | 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001143 | 359.411 | sqm |
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| 32 | 2.28 | 60.7.6 : Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001144 | 355.8 | cum |
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| 33 | 2.29 | 60.7.7 : Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001145 | 274.8 | cum |
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| 34 | 2.3 | 60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001146 | 81 | cum |
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| 35 | 2.31 | 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. | BI01010001010000000000000515BI0100001147 | 45 | metre |
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| 36 | 2.32 | 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. | BI01010001010000000000000515BI0100001148 | 24 | metre |
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| 37 | 2.33 | 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. | BI01010001010000000000000515BI0100001149 | 6 | each |
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| 38 | 2.34 | od25881/2019_2020/IA : Supplying and fixing old tyre on the fender post to resist the impact of stopping boat etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001150 | 12 | each |
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| 39 | 2.35 | od25882/2019_2020/IA : Providing Cast Iron Bollards with approved drawings and design including cost of all materials, moulding charges , cost of fixtures and all labor charges etc complete as per the direction of Departmental Engineer in Charge. | BI01010001010000000000000515BI0100001151 | 3 | no |
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