NABARD RIDF XXVI_Expansion and refurbishment of Neendakara fishing harbour

Amount

Rescue wharf (MORTH)

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.

od6426/2020_2021 : Bored cast-in-situ M35 grade R.C.C. Pile of diameter 700 mm Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications including cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.<br> and removal of excavated earth with all lifts and lead upto 1000 m.

od6439/2020_2021 : Supplying, fitting and placing reinforcement using HCR for the RCC works for<br>foundation;structure including conveying, straightening ,cutting,bending and tying in position etc.complete<br>as per drawing and technical specifications and the direction of engineer in charge Based on 12.40 Unit<br>= 1 MT Taking output = 1 MT a) Material<br>Unit = 1 MT<br>Taking output = 1 MT<br>a) Material

14.1D.1.1.A : "Furnishing and Placing RCC/PSC Grade M35 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height upto 5m

od6441/2020_2021 : Supplying, fitting and placing reinforcement using HCR for the RCC works for super<br>structure including conveying, straightening ,cutting,bending and tying in position etc.complete as per<br>drawing and technical specifications and the direction of engineer in charge Based on 14.2 Unit = 1 MT<br>Taking output = 1 MT a) Material

Rescue Wharf DAR

od6633/2020_2021 : Driving down fabricated MS liner to required lines and levels<br>including transporting from fabrication yard, handling, pitching and setting piling rigs in position,<br>temporary works for driving piles etc complete as per the direction of engineer in charge

od6634/2020_2021 : Spot welding using 8 g. approved quality electrodes for a welding length not less than 6<br>mm for stirrups and laps to remain the reinforcement in position as cage (pre cast covering should be placed<br>in position before welding) after cleaning the surface with wire brush etc. complete as directed by Engineer

od6635/2020_2021 : Supplying , providing and fixing cast iron bollard as per drawing including all cost<br>of<br>materials, labour charges, conveyance etc. complete.

od6636/2020_2021 : Supplying 450mm long 20mm dia foundation bolt as fasteners with nuts and washers for providing fender including all cost and conveyance labour charges etc.complete

od6637/2020_2021 : Supplying used tractor tyre as fender for the wharf at specified locations including cost<br>and conveyance ,labour charges etc.complete

od6644/2020_2021 : Supplying and providing and placing in position 25mm or nearest dia PVC pipe 15 cm<br>to30 cm. long as required for deck slab etc. complete

od6645/2020_2021 : :Wearing coat on deck slab by adding extra materials of light quantity of abrasion<br>resistantto confirm IS-1237 (like Nito floor hard top) at 3 kg/m2 sprinkled in uniform over the concrete<br>includingfloating hard and trowelled smooth to get a uniform hard surface and providing wiremesh<br>impression andmaking necessary grooves for various joints including all cost of material labour, hire<br>charges etc. complete.

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 .

13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)

5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.

od6660/2020_2021 : Earth work in underwater excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.<br>All kinds of soil

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.

od6657/2020_2021 : Supplying and laying 20mm brocken stone in layers 20cm thick to lines and levels to<br>form filter media

od6658/2020_2021 : Supplying and placing 220 gsm woven Geotextiles like polyproplene multi filament fabric using<br>twisted high tenacity yarn at the back side of the reclamation wall in two layers as filter including providing<br>necessary overlaps,all cost,conveyance,labour charges etc complete as per the instruction of departmental<br>officers.

od6659/2020_2021 : Spplying and laying at site of work gravel including stacking the same to standard heaps<br>for measurement etc.complete

16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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)

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

od6564/2020_2021 : Casting of Cement Blocks using graded metal of 40mm,20mm and 6mm, using average 380kg of cement per m3 as per approved mix design having minimum cube strength requirement 1) @ 7 day 20N/mm2 (2)@28 day 30N/mm2 and<br>min density of concrete 2.5 gm /cc as per the directions of departmental officers at site.No payment shall be done for excess quantity of cement.

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

od6565/2020_2021 : Lifting , conveying the cement concrete blocks from stacking yard and placing in<br>position in layers in lines and levels as per the direction of departmental officers at site (Based on observed<br>data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in<br>Thiruvananthapuram District Dated:03-04-2018)

5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars

65.83 : Deepening the harbour basin and mouth by using dredger having a flow rate of 1000 to1400 m3 slurry per hour with a solid output of not less than 180 m3/hour and dumping the spoil at location already pointed out by the departmental officers with a lead up to a radial distance of 750m , including hire charges of dredger, 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 (-) 4.50m bedlevel with a tolerance of +/- 20cm.

KUTTIKKAT MAR CONSTRUCTIONS

Bidder Name

KVJ Builders and Developers P Ltd

KUTTIKKAT MAR CONSTRUCTIONS