Supply Of 50 Mt Tsh For Cfp Pattanakad, Pattanakad-Kerala

Supply Of 50 Mt Tsh For Cfp Pattanakad , Appendix A Building Proper , 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 , 2 . 8 . 1 : Earth Work In 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 . All Kinds Of Soil , 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 ) , 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 1:6 ( 1 Cement : 6 Coarse Sand ) , 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 . 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 , 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 . , 50 . 6 . 2 . 3 : Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made ) Of Size 30X20x15cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Above Floor Two Level Upto Floor Five Level With Thickness 15Cm In : Cm 1:6 ( 1 Cement : 6 Coarse Sand ) Etc Complete , 50 . 6 . 3 . 1 : Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made ) Of Size 40X20x10cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Foundation And Plinth For 10 Cm Thick Wall In Cm 1:6 ( 1 Cement : 6 Coarse Sand ) Including Cost Of Scaffolding Etc Complete , 5 . 9 . 3 : Centering And Shuttering Including Strutting , Etc . And Removal Of Form For:Suspended Floors , Roofs , Landings , Balconies And Access Platform , 5 . 3 : Reinforced Cement Concrete Work In Beams , Suspended Floors , Roofs , Having Slope Up To 15<Sup>0</Sup> 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 . 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 , 50 . 10 . 1 : Steel Work In Built Up G I Tubular ( Round , Square Or Rectangular Hollow Tubes Etc . ) Trusses Etc . , Including Cutting , Hoisting , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer , Including Welding And Bolted With Special Shaped Washers Etc . Complete , 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 I St 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 Slurry @ 3 . 3 Kg Per Sqm , Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete . , 11 . 19 . 3 : Chequered Terrazo Tiles 22 Mm Thick With Graded Marble Chips Of Size Up To 6 Mm In Floors , Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles , Including Rubbing And Polishing Complete , On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) :Dark Shade Pigment Using Ordinary Cement , 13 . 1 . 1 : 12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Fine Sand ) , 13 . 9 . 1 : Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement . 12 Mm Cement Plaster , 13 . 16 . 1 : 6 Mm Cement Plaster Of Mix:1:3 ( 1 Cement : 3 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 , 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 . 71 : Lettering With Black Japan Pint Of Approved Brand And Manufacture , 25 . 1 : Providing And Supplying Aluminium Extruded Tubular And Other Aluminium Sectionsas Per The Architectural Drawings And Approved Shop Drawings , The Aluminiumquality As Per Grade 6063 T5 Or T6 As Per Bs 1474 , Including Super Durable Powdercoating Of 60-80 Microns Conforming To Aama 2604 Of Required Colour And Shadeas Approved By The Engineer-In-Charge . ( The Item Includes Cost Of Material Suchas Cleats , Sleeves , Screws Etc . Necessary For Fabrication Of Extruded Aluminiumframe Work . Nothing Extra Shall Be Paid On This Account ) . , 25 . 7 : Designing , Fabricating , Testing , Installing And Fixing In Position Curtain Wall Withaluminium Composite Panel Cladding , With Open Grooves For Linear As Well Ascurvilinear Portions Of The Building , For All Heights And All Levels Etc . Including:A ) Structural Analysis & Design And Preparation Of Shop Drawings For Pressureequalisation Or Rain Screen Principle As Required , Proper Drainage Of Water To Makeit Watertight Including Checking Of All The Structural And Functional Design . B ) Providing , Fabricating And Supplying And Fixing Panels Of Aluminium Compositepanel Cladding In Pan Shape In Metalic Colour Of Approved Shades Made Out Of4mm Thick Aluminium Composite Panel Material Consisting Of 3Mm Thick Fr Grademineral Core Sandwiched Between Two Alumini Um Sheets ( Each0 . 5Mm Thick ) . Thealuminium Composite Panel Cladding Sheet Shall Be Coil Coated , With Kynar500based Pvdf / Lumiflon Based Fluoropolymer Resin Coating Of Approved Colourand Shade On Face # 1 And Polymer

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Work Name:MLA-SDF 2020-21 of Sri.Adv.K.Raju MLA of Punalur LAC:Construction of New Bus Waiting Shed at Kakkode Ward in Punalur Municipality
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Appendix A building proper	BI01010001010000000000000515BI0100001113
2	1.01	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	BI01010001010000000000000515BI0100001114	20	cum
3	1.02	2.8.1 : Earth work in 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.All kinds of soil	BI01010001010000000000000515BI0100001115	9.324	cum
4	1.03	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)	BI01010001010000000000000515BI0100001116	2.447	cum
5	1.04	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 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001117	17.064	cum
6	1.05	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.	BI01010001010000000000000515BI0100001118	3.08	sqm
7	1.06	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)	BI01010001010000000000000515BI0100001119	1.386	cum
8	1.07	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	BI01010001010000000000000515BI0100001120	124.74	kilogram
9	1.08	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.	BI01010001010000000000000515BI0100001121	3.938	cum
10	1.09	50.6.2.3 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete	BI01010001010000000000000515BI0100001122	3.978	cum
11	1.1	50.6.3.1 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete	BI01010001010000000000000515BI0100001123	0.828	cum
12	1.11	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001124	23.19	sqm
13	1.12	5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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).	BI01010001010000000000000515BI0100001125	3.087	cum
14	1.13	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	BI01010001010000000000000515BI0100001126	308.7	kg
15	1.14	50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	BI01010001010000000000000515BI0100001130	197.33	kg
16	1.15	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.	BI01010001010000000000000515BI0100001147	14.99	sqm
17	1.16	11.36 : Providing and fixing I st 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 slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.	BI01010001010000000000000515BI0100001116	9.75	sqm
18	1.17	11.19.3 : Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Dark shade pigment using ordinary cement	BI01010001010000000000000515BI0100001117	12	sqm
19	1.18	13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	BI01010001010000000000000515BI0100001118	73.264	sqm
20	1.19	13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster	BI01010001010000000000000515BI0100001119	20.91	sqm
21	1.2	13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001120	20.91	sqm
22	1.21	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	BI01010001010000000000000515BI0100001121	82.294	sqm
23	1.22	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	BI01010001010000000000000515BI0100001122	6.5	sqm
24	1.23	13.71 : Lettering with black Japan pint of approved brand and manufacture	BI01010001010000000000000515BI0100001123	250	per Letter per cm height
25	1.24	25.1 : Providing and supplying aluminium extruded tubular and other aluminium sectionsas per the architectural drawings and approved shop drawings , the aluminiumquality as per grade 6063 T5 or T6 as per BS 1474,including super durable powdercoating of 60-80 microns conforming to AAMA 2604 of required colour and shadeas approved by the Engineer-in-Charge. ( The item includes cost of material suchas cleats, sleeves, screws etc. necessary for fabrication of extruded aluminiumframe work. Nothing extra shall be paid on this account).	BI01010001010000000000000515BI0100001124	38	kg
26	1.25	25.7 : Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium Composite Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for pressureequalisation or rain screen principle as required, proper drainage of water to makeit watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminium compositepanel cladding in pan shape in metalic colour of approved shades made out of4mm thick aluminium composite panel material consisting of 3mm thick FR grademineral core sandwiched between two Alumini um sheets (each0.5mm thick). Thealuminium composite panel cladding sheet shall be coil coated, with Kynar500based PVDF / Lumiflon based fluoropolymer resin coating of approved colourand shade on face # 1 and polymer (Service) coating on face # 2 as specified usingstainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backerrods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanisedwith serrations and serrated washers to arrest the wind load movement, fasteners,SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators toprevent bi-metallic contacts all complete required to perform as per specificationand drawing The item includes cost of all material & labour component, the cost ofall mock ups at site, cost of all samples of the individual components for testing inan approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wallwith aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevantaluminium item.s The Contractor shall provide curtain wall with aluminiumcomposite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose of payment, only the actual area on the external face ofthe curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places.	BI01010001010000000000000515BI0100001125	5.985	sqm