GENERAL-CSIND-Boat Jetty-INS3 Vadakara-Construction of Boat Jetty at Kachery on theLeft bank of Mahe River in EdacheryPanchayath in Kozhikode District -General Civil Work

Amount

App. A-Boat Terminal- sub structure

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.

OD21828/2022-2023: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. Pile diameter-600 mm (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap)

App. B- Boat Terminal-super structure

OD21836/2022-2023::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. Total weight of Floating platform = 22055. 70 kg This platform can be used for 200 working days and cost is taken as 1/4th of its value for calculating the daily rent there fore, the weight of platform proportional to 1 day = 22055.70 x 1/200 x 1/4 = 27.569kg Out turn of piling work 0.60 hrs for concreting as per DAR data for 600 mm pile + 0.15 hr for anchoring and shifting , total time= 0.75 hr for 20 m piling, time required = 20 x 0.75 = 15 hrs. ie, for 20 m piling work , the proportional weight of platform = 27.569/8 *15 = 51.692 Kg Chain block cost of chain block = 15000 cost of chain block per day = 15000 x 1/200 x 33/100 = 24.75 cost of chain block for 20 m piling = 24.75/8 *15 = 46.41 Anchoring cost of anchoring = 36000 cost of anchoring per day = 36000 x 1/200 x 33/100 = 59.40 cost for 20 m piling = 59.40 /8 *15 = 111.38 Mobilisation cost for 1 day 4 operator , 4 Mate & 1 boat is required for 1 day of operation. ie, for 20 m piling work, Opereator = 4/8*15 =7.50 nos, Mate= 4/8*15 = 7.50 nos & Boat = 1/8*15=1.875 days are needed.

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

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

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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).

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

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

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).

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

OD21842/2022-2023: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 Details of cost for 10 cudm MATERIAL: granite stone Finished work = 10 cudm + Add wastage @ 33.3% = 3.33 cudm. Total = 13.33 cudm

OD21844/2022-2023: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 as 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<br>One face dressed<br>Red sand stone Since the granite post is to be dressed on four sides, the dressing charges is taken as 4 times of the original item which is one face dressed qty of one granite post - 1.00x0.10x0.10 =0.01 m3=10 dm3

OD21845/2022-2023: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 (based on dsr 12.48) Details of cost for 10 sqm

OD21847/2022-2023: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. (based on 12.48) Details of cost for 10 sqm

OD21848/2022-2023: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 Details of cost for 3.60 R M

OD7294/2023-2024:Providing valleys of 62.50 cm wide overall in aluminium sheet 1.60 mm thick fixed with polymer coated J or L hooks, bolts and nut 8 mm dia GI limper and bitumen washer complete. (based on 12.5.1 of DSR 2018)

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 etc. complete.Hot finished welded type tubes

13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works

13.50.4:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

OD21853/2022-2023: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. Labour portion is taken as that of structural steel work item No. 10.2 unit = 1 kg labour portion as per 10.2 is for 395 kg work. Hence labour portion is provided proportionally for 1 kg work (divided by 395

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

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

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)

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.

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.

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

OD8719/2023-2024:Supplying and stacking well matured straight 6m long coconut post having avg diameter of 25 cm for driving down through various strata below bed level including cost conveyance labour charges etc complete

OD8718/2023-2024:Driving down coconut pile to lines and levels through sandy soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. details for one post of 6m long 5 numbers per day 6*5=30m, Details for 30m length

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

OD25488/2022-2023:Providing and fixing Granite stone benches ( sofa )150x45x90 cm with ornamental work as per Architects design with chiselled and all materials, all labour charges etc. complete for installing on walkway and boat jetty

OD21870/2022-2023:Supplying and fixing old tyre on the fender post to resist the impact of stopping boat (OBSERVED DATA)

OD21871/2022-2023: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.(OBSERVED DATA) Rate for 13 nos. 1) C I Bollards - Drawing, Pattern charges, Bolt hole making charges-4 nos each,& Grinding charges - 73013 2) C I Bollards - rough casting - 49856 Total - 122869 rate for 1 no. 9451.50 ( This rate is inclusive of 18 % GST )

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.)

OD25487/2022-2023:Solar Lighting:Supply, conveyance, installation, testing and commissioning of 30W Integrated Solar LED light fitting with all accessories. Each unit should include 18V, 75W panel with Grade A solar cells, 24Ah, 12.8V LiFePO4 type battery, Luminaire housing component to be Aluminium alloy with powder paint, IP65, LED chip shall be Philips/Osram, THD <10%, efficiency greater than 85%, 3800-4500 lumens,etc. as required with 5years warranty Luminaire shall be suitable for mounting at a height of 5-6m, should have 24hrs autonomy, PIR sensor for better efficient lighting. (Certifications:MNRE/IEC/BIS/LM80/ROHS/IP65)

OD3301/2023-2024: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)

FAHIZ M K

Bidder Name

SURVEXINFRA PRIVATE LIMITED

FAHIZ M K