NABARD RIDF XXVI Expansion and refurbishment of Neendakara fishing Harbour Development of Kallumpuram

Amount

APPENDIX A - FINGER JETTY AND FOOT BRIDGE

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.

od6748/2020_2021 : Bored cast-in-situ M35 grade R.C.C. Pile of diameter 700 mm Using Batching Plant, Transit Mixer andConcrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications including cost of material and labour towards cost of forming sump, protective bunds, chiselling andmaking arrangements for under water concreting with tremie pipe. and removal of excavated earth with all lifts and lead upto 1000 m

od6749/2020_2021 : Supplying, fitting and placing reinforcement using HCR for the RCC works for foundation;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 12.40

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

od6752/2020_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

APPENDIX B-Finger Jetty and Foot bridge

od6753/2020_2021 : Driving down fabricated MS liner to required lines and levels<br>including transporting<br>from fabrication yard, handling, pitching and setting piling rigs in position,<br>temporary works for driving<br>piles etc complete as per the direction of engineer in charge

od6754/2020_2021 : Spot welding using 8 g. approved quality electrodes for a welding length not less than 6mm for stirrups and laps to remain the reinforcement in position as cage (pre cast covering should be placed in position before welding) after cleaning the surface with wire brush etc. complete as directed by Engineer

od6758/2020_2021 : Supplying , providing and fixing cast iron bollard as per drawing including all cost of materials, labour charges, conveyance etc. complete.

od6759/2020_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

od6760/2020_2021 : Supplying used tractor tyre as fender for the wharf at specified locations including cost and conveyance ,labour charges etc.complete

od6761/2020_2021 : Supplying and providing and placing in position 25mm or nearest dia PVC pipe 15 cm to 30 cm long as required for deck slab etc. complete

od6762/2020_2021 : Wearing coat on deck slab by adding extra materials of light quantity of abrasion resistantto confirm IS-1237 (like Nito floor hard top) at 3 kg/m2 sprinkled in uniform over the concrete includingfloating hard and trowelled smooth to get a uniform hard surface and providing wiremesh impression andmaking necessary grooves for various joints including all cost of material labour, hire charges etc. complete. (od453/2018_2019 -est no- 2018/327)

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 .

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 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.

od6763/2020_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.

od6764/2020_2021 : Supplying and laying 20mm brocken stone in layers 20cm thick to lines and levels to<br>form filter media

od6765/2020_2021 : Supplying and placing woven 220 gsm Geotextiles like polyproplene multi filament fabric using 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 officers.

od6766/2020_2021 : Spplying and laying at site of work gravel including stacking the same to standard heaps<br>for measurement etc.complete

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.

od7703/2020_2021 : 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. No payment shall be made for excess cost of cement .<br>All work upto plinth level

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

APPENDIX C: Workshop building, net mending shed and boat yard, foot bridge

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

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

od7537/2020_2021 : Sinking well up to initial depth of 3.00m in all soils other than rocks to lines and levels and<br>plumb by scooping out from inside and below the steining including use of dredgers or any other appliance<br>,hire and labour for kentledge,jetting, dewatering,blasting,vibrating or any other method including removal of<br>obstacles and dumping the soil to a distance if 150M including cost,conveyance,lead,lift of all<br>materials,labour etc complete as directed by Engineer in charge.

od8275/2020_2021 : :Supplying and filling 6 mm broken stone and sand in ratio 7:3 in well foundation<br>including watering, ramming consolidating etc complete.<br>Details of cost for 10 cum<br>MATERIAL

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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 direction of departmental officers at site.

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

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)

od7703/2020_2021 : 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. No payment shall be made for excess cost of cement .<br>All work upto plinth level

od7823/2020_2021 : 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. All work above plinth level upto floor V level

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

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

5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

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

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

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)

od7489/2020_2021 : od6670/2020_2021 :Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses hot<br>dip galvanised TATA STRUCTURA make or equivalent including cutting, hoisting, fixing position and<br>finishing with epoxy paint two or more coats including appropriate priming coat including welding and<br>bolted with special shaped washers etc complete.

10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

12.8 : Providing non- asbestos high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J or L hooks, bolts and nuts, 8 mm dia G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafter and trusses), including cutting sheets to size and shape wherever required.

12.12.2 : Providing and fixing ridges and hips in non-asbestos fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete.Plain wing adjustable ridges

11.4 : 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete

50.6.1.1 : Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

50.6.1.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

APPENDIX D: Compound Wall

60.7.9 : RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).

od7703/2020_2021 : 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. No payment shall be made for excess cost of cement .<br>All work upto plinth level

od7823/2020_2021 : 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. All work above plinth level upto floor V level

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

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

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

13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

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

13.33.2 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing

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

APPENDIX E : Approach Road

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth

od1693/2020_2021 : Interlocking Concrete Block Pavement - Providing and laying of Interlocking Concrete Block Pavements having thickness 80 mm thick and strength not less than M 40 grade as per drawings and Technical Specification Clause 1504, over a layer of 6.7mm Crushed stone chipping, 30 mm thick laid to lines and levels and compacted by vibrator rammer including cost of all materials, labour etc complete.

12.5.2.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

APPENDIX F : Clearing and Levelling

2.2.1.A : Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I)By Manual Means (A)In area of non-thorny jungle

2.3.A.2 : Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.A.Lead upto 100 m(ii)Girth above 600 mm to 900 mm

2.3.A.3 : Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.A.Lead upto 100 m (iii)Girth above 900 mm to 1800 mm

KUZHIPARAMBIL NARAYANAN SHAJI

Bidder Name

KUZHIPARAMBIL NARAYANAN SHAJI

SAPRU K JACOB