Construction of Ware House Building of VFPCK at Kakkanad in Ernakulam District Deposit Work under RKVY 2019-20 Scheme

Amount

Appendix : A- Construction of Ware House Building

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not cxceeding 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.All kinds of soil

2.16.1 Close timbering in trenches including struting. shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not excceding 1.5m

4.3.1 Centering and shuttering including strutting. propping etc. and removal of form work for Foundations, footings, bases for columns

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)

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

5.9.3 Centering and shuttering including struting, etc. and removal of form for suspended floors,roofs,landing,balconies and access platform

5.9.16.2 Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and walls Abovc 20 cm wide

5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, butresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering. shuttering, finishing and reinforcement :1:1.5:3 ( 1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.1.2 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 1:1.5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.22.2 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hard drawn steel wire

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar I:6(1 cement : 6 coarse sand)

51.2.3 Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR valuc of subgrade

OD66354/2024-2025 Earth work filling using contractor's own carth:- Supplying contractors own earth including royalty and boat conveyance ( excluding rock) and filling the side of retaining wall / for raising of bunds / in trenches, sides of retaining wall 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

2.35.1.1 Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti termite treatment (excluding the cost of chemical emulsion):Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. completc:With Chlorpyriphos /Lindane E.C. 20% with 1% concentration

50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x I5cm or nearest available size confirming to IS 2185 part 1of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement :6 coarse sand) etc complete

10.6.2 Supplying and fixing rolling shutters of approved make, made of required size M.S.laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part I and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover

9.48.1 Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding

21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -in -Charge. ( Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness

9.117.1 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ± 1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer 's specification and direction of Engineer-in-charge Extruded section profile size 48x40 mm

9.118.1 Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws .The styles of the shutter reinforced by inserting galvanised MS. tube of size 20x20 mm and 1mm(& plusmn; 0.l mm) wall thickness. The lock rail made up of &#39,H&#39: section, a uPVC hollow section of size 100x24 mm and 2 mm (&plusmn, 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised MS. rod and fastened with nuts and washers, complete as per manufacturer&W39;s specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter)

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 (1 cement:3 fine sand)

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

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

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, etc. complete On steel work

60.4 Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.

11.41.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement :4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622, of approved make, in colours such as white ,Ivory, Grey Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement:4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer -in Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurr @3.3 kg per sqm.including pointing in white cement mixed with pigment of matching shade complete.

10.2 Structural steel work riveted. bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting. bending. Placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more

12.1.3 Providing corugate G S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal /vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2

12.4.2 Providing ridges or hips width 60 cm overall width plain GS. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2

OD72745/2024-2025 Providing and fixing Euro guard uPVC rain water gutter 15mm with required fitting. including all cost of materials and labour charges

17.2.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS :7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked black solid plastic seat and lid

17.7.4 Providing and fixing wash basin with CI. brackets, I5 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattem, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mim CP. brass pilar tap

17.32.3Providing and fixing miror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Oval shape 450x350 mm (outer dimensions)

18.19.1.2 Providing and fixing gun metal non-return valve of approved quality (screwed end):25 mn nominal bore Vertical

18.54.1Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 86 mm long, weighing not less than 88 gms

18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc.and repairing the hole afier insertion of drain pipe etc. with cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.

50.9.15.3 Providing and fixing iron hooks and eyes : 200mm.

50.17.1.1 Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

50.17.1.2 Supplying and fixing CP Towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in charge.

50.17.1.4 Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc, complete as per the direction of site engineer-in-charge.

50.18.7.2.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall

50.18.9.17.2 Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 4 Kgf/cm2 External work - exposed on wall

50.18.8.2.2 Providing and fixing PVC pipes, fitings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Concealed work, including cutting chases and making good the wall etc. 20 mm pipe 10 Kgf/ cm2

50.18.9.7.2 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling &amp: testing of jonits complete as per direction of Engineer in charge 63 mm dia 4 kgf/cm2

50.18.9.9.2 Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling &amp, testing of joints conplete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2

50.18.9.20.1 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow

50.18.9.20.3 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes. including jointing with PVC solvent cement - 63 mm dia Door Elbow

50.18.9.20,4 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes.including jointing with PVC solvent cement - 63 mm dia Bend

50.18.9.20.7 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia vent cowl

50.18.9.22.1 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow

50.18.9.22.2 Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent ccment - 110 mm dia 45 degree Elbow

50.18.9.22.4 Providing and fixing PVC moulded fittings accessories for Rigid PVC pipes,including jointing with PVC solvent cement- 110 mm dia Bend

50.18.9.22.5 Providing and fixing PVC moulded fittings accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee

51.19.ST2 Supplying and installing ready made PVC Septic tank including the cost of carriage. trenching. placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC:Sand/06mm aggregate for the preparation of bed shall be paid separately)<br> 2. 15 to below 25 flush capacity

85.108 Fabrication , erection and commissioning of Structural Steel Embedded parts in IS2062 Grade and accessories as per approved specifications, drawings and directions of deptl officer at site including cost of labour , machinery, incidental and handling charge etc complete but exculding cost of materials already supplied

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

YEM PEES CONTRACTING (BID ID -2186856)

DELMANN CONSTRUCTIONS (BID ID -2185879)

Suresh (BID ID -2186033)

muhammed haneefa (BID ID -2181546)

Bidder Name

Suresh

LUCKMAN

YEM PEES CONTRACTING

muhammed haneefa

DELMANN CONSTRUCTIONS