Development of Tourism Development of Kottappuram House Boat Terminal in Nileshwaram Municipality in Kasaragod district

Amount

App. A-House boat terminal

20.6.2.1 : 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 capacityInitial test etc complete as per the direction of the departmental Engineer in charge

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 capacityRoutine test etc complete as per the direction of the departmental Engineer in charge

od24067/2017_2018/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 the departmental Engineer in charge

5.26 : Providing and filling in position, blow bitumen in expansion joints etc complete as per the direction of the departmental Engineer in charge

od18312/2018_2019/IA : Providing and laying in position machine batched and machine mixed design mix M-30 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 @ 340 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.( As per DAR 5.33.2 & 5.34.1)All work above plinth level upto floor V level etc complete as per the direction of the departmental Engineer in charge

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 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 the 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 the 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 the departmental Engineer in charge

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 the departmental Engineer in charge

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 the departmental Engineer in charge

od18977/2018_2019/IA : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m, height 3.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. (DAR 60.1.2) etc complete as per the direction of the 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 etc as per the direction of the departmental Engineer in charge

od24152/2017_2018/IA : Chipping and removing extra length of RCC piles-Demolishing R.C.C. work manually / by mechanical means without damaging the remaining portion of pile ,including stacking of steel bars and disposal of unserviceable material with in 50 metres lead .(as per 15.3 of DSR 2016) etc as per the direction of the departmental Engineer in charge

4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) etc complete as per the direction of the departmental Engineer in charge

od18092/2018_2019/IA : supplying and fixing old tyre on the fender post to resist the impact of stopping boat etc complete as per the direction of the departmental Engineer in charge

60.6.1 : Laterite Masonry - Laterite masonry using neatly dressed stones of size 44cmx24cmx14cm in CM 1:6 including all cost of conveyance and labour charges etc. complete etc as per the direction of the departmental Engineer in charge

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 the departmental Engineer in charge

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) etc complete as per the direction of the departmental Engineer in charge

od24157/2017_2018/IA : Supplying and paving 50 mm thick rough granite slab hand cut and chisel dressed well on top for paving in floor of walkway laid over 20 mm thick cement mortar 1:4 with cement slurry as per the design of Architect (as per 11.23 of DSR 2016) etc complete as per the direction of the departmental Engineer in charge

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 the departmental Engineer in charge

od24158/2017_2018/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 dressed Black Granite stone block etc complete as per the direction of the departmental Engineer in charge

od24159/2017_2018/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 dressed One face dressed Red sand stone etc complete as per the direction of the departmental Engineer in charge

od24474/2017_2018/IA : Providing & fixing on roof pressed clay tile (Double guarded Mangalore tile ) of specified thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)etc complete as per the direction of the departmental Engineer in charge

od26525/2017_2018/IA : Providing & fixing on roof pressed ceiling clay tile of approved size and as per approved pattern on steel frame work (steel frame work to be paid separately)etc complete as per the direction of the departmental Engineer in charge

od27177/2017_2018/IA : Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ) etc complete as per the direction of the departmental Engineer in charge

10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers .Hot finished welded type tubes etc complete as per the direction of the departmental Engineer in charge

13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface,.On steel work etc complete as per the direction of the departmental Engineer in charge

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 the departmental Engineer in charge

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 the departmental Engineer in charge

10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) etc complete as per the direction of the departmental Engineer in charge

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 the 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 the 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 the 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 the departmental Engineer in charge

App.B River Bank protection & Access area development works

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 the departmental officers at site etc complete as per the direction of the departmental Engineer in charge

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 the departmental officers at site etc complete as per the direction of the departmental Engineer in charge

60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site etc complete as per the direction of the 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 the departmental Engineer in charge

5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide etc complete as per the direction of the departmental Engineer in charge

16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc complete all complete as per the direction of Engineer-in-charge.

65.81 : Deepening the harbour basin and mouth by using sand pumps mounted on barges or any other suitable method and dumping the spoil with a flow rate of 500m3 slurry per hour with a solid output of not less than 75 m3/hour at location already pointed out by the departmental officers with a lead up to a radial distance of 500m, including hire charges of sand pump, all tools and plants and accesories , fuel charges,idling and mobilisation charges, providing and shifting the pipe lines including all labour charges, incidental charges and service tax etc. complete for a depth upto (-) 3.50m with a tolerance of +/- 20cm etc complete as per the direction of the departmental Engineer in charge

App. C Works up to Slab level

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 the departmental Engineer in charge

od20479/2018_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.Pile diameter-600 mm (Morth 12.23.3) etc complete as per the direction of the departmental Engineer in charge

12.38.D.2 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump etc complete as per the direction of the departmental Engineer in charge

14.1D.2.2.A : "Furnishing and Placing RCC/PSC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specification.For T-beam & slab - Height upto 5m"etc complete as per the direction of the departmental Engineer in charge

App. D Providing and Fixing Garden Benches

od18132/2018_2019/IA : Design construction , transportation and fixing of Providing Granite Garden benches hand cut and chisel dressed accurately to line and level for courtyard and walk way fixed bottom as per Architect's design including the cost of materials , labour charges, conveyance etc. ( specification as per 7.12.1.1 of DSR )- Granite posts 4 side dressed One face dressed Red sand stone etc complete as per the direction of the departmental Engineer in charge

DELCON ENGINEERING PRIVATE LIMITED

M.Sreekantan ANir

Bidder Name

M.Sreekantan ANir

M.S ABDUL HAKEEM

DELCON ENGINEERING PRIVATE LIMITED