Public Works Department-PWD has published Mplads-Reha/Recon . Works In Flood Affected Area-2019-20 Construction Of Class Rooms For School Bldg Karumady 56 Mplads-Reha/Recon Works In Flood Affected Area-2019-20 Construction Of Class Rooms For School Bldg Govt . Hs Karumady 56. Submission Date for this Tender is 03-03-2020. Building Work Tenders in Alappuzha Kerala. Bidders can get complete Tender details and download the document.
| Work Name:MPLADS - Rehabilitation /Reconstruction works in flood affected area-2019-20 - Construction of Class Rooms for School Building Govt. HS Karumady, Alappuzha | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A- Building Proper | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001114 | 360 | sqm |
| 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 | 91.632 | cum |
| 4 | 1.03 | 50.2.25.1 : Filling with contractor's own 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 as per direction of site Engineer-in-charge | BI01010001010000000000000515BI0100001116 | 102.15 | cum |
| 5 | 1.04 | 50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 54 | cum |
| 6 | 1.05 | 20.2.5 : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles | BI01010001010000000000000515BI0100001118 | 308 | metre |
| 7 | 1.06 | 20.2.4 : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles | BI01010001010000000000000515BI0100001119 | 196 | metre |
| 8 | 1.07 | 20.6.1.1 : Single pile upto 50 tonne capacityInitial test | BI01010001010000000000000515BI0100001120 | 1 | per test |
| 9 | 1.08 | 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) | BI01010001010000000000000515BI0100001121 | 26.238 | cum |
| 10 | 1.09 | od66420/2019_2020 : 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. Detailed design mix to be supplimented .Minimumcement to be adopted is 340 kg/cum.All work up to plinth level | BI01010001010000000000000515BI0100001122 | 50.17 | cum |
| 11 | 1.1 | od66422/2019_2020 : od66359/2019_2020 : 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.Detailed mix design to be supplemented .Minimum cement content to be adopted is 340 kg/cum. All work above plinth level undo floor V level | BI01010001010000000000000515BI0100001123 | 65.573 | cum |
| 12 | 1.11 | 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) | BI01010001010000000000000515BI0100001124 | 8.928 | cum |
| 13 | 1.12 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001125 | 167.6 | sqm |
| 14 | 1.13 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001126 | 197.6 | sqm |
| 15 | 1.14 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001127 | 286.917 | sqm |
| 16 | 1.15 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001128 | 197.95 | sqm |
| 17 | 1.16 | 5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | BI01010001010000000000000515BI0100001129 | 21.8 | sqm |
| 18 | 1.17 | 5.9.16.1 : Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001130 | 75.7 | metre |
| 19 | 1.18 | 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 | BI01010001010000000000000515BI0100001131 | 27939.2 | kilogram |
| 20 | 1.19 | od70167/2019_2020 : Masonry work with perforated clay hollow bricks of non-load bearing of standard quality and size of 40 x 20 x 20 cm or nearest available size for super structure up to Ground + 1 floors level thickness 20 cm and above in cement mortar 1:6 as per the direction of Engineer at site. | BI01010001010000000000000515BI0100001132 | 81.631 | cum |
| 21 | 1.2 | 9.48.2 : 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 openings/ wooden frames with rawl plugs screws etc | BI01010001010000000000000515BI0100001133 | 360 | kg |
| 22 | 1.21 | 50.10.2 : Steel work for purlin/single section with G I pipes 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 | BI01010001010000000000000515BI0100001134 | 1873.36 | kg |
| 23 | 1.22 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001135 | 258.986 | sqm |
| 24 | 1.23 | 13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001136 | 841.796 | sqm |
| 25 | 1.24 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001137 | 227.06 | sqm |
| 26 | 1.25 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001138 | 669.629 | sqm |
| 27 | 1.26 | 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) | BI01010001010000000000000515BI0100001139 | 431.153 | sqm |
| 28 | 1.27 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001140 | 669.629 | sqm |
| 29 | 1.28 | 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 . | BI01010001010000000000000515BI0100001141 | 57 | sqm |
| 30 | 1.29 | od65094/2019_2020 : Providing and fixing standard quality ISI marked glazed steel door of plain shade colour and plain design in walls with screw using standard galvanized iron steel having a zinc coating of 120 g/ sqm ,door frame of cross section 15 cm x 5.8 cm with 1.2 mm sheet having built in rebate and is duly filled with Pu form of .thickness of shutter of 46 mm with .8 mm GI sheet and duly filled with honey combed material | BI01010001010000000000000515BI0100001142 | 9.24 | sqm |
| 31 | 1.3 | 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.)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.) | BI01010001010000000000000515BI0100001143 | 55 | kg |
| 32 | 1.31 | 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 | BI01010001010000000000000515BI0100001144 | 15 | cum |
| 33 | 1.32 | od65232/2019_2020 : Supplying and planting of shrub.flowering plant etc. as the direction of engineer in charge | BI01010001010000000000000515BI0100001145 | 19 | each |
| 34 | 1.33 | od65233/2019_2020 : Supplying and planting of garden tree (red palm,fox tail palm) of height 2m and above including manuring as direction of engineer in charge. | BI01010001010000000000000515BI0100001146 | 12 | each |
| 35 | 1.34 | 12.48 : Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) | BI01010001010000000000000515BI0100001147 | 76.39 | sqm |
| 36 | 1.35 | 16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001148 | 30 | sqm |
| 37 | 1.36 | 9.147D.3 : Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately)Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Two track two panels sliding window made of (big series) frame 67 x 50 mm &sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazingbead / double glazing bead of appropriate dimension . (Area of window above1.75 sqm upto 2.50 sqm). | BI01010001010000000000000515BI0100001149 | 27 | sqm |
| 38 | 1.37 | 11.20.2 : 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).Medium shade pigment using 50% white cement 50 % Grey cement | BI01010001010000000000000515BI0100001150 | 10.8 | sqm |
| 39 | 1.38 | 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. | BI01010001010000000000000515BI0100001151 | 205.72 | sqm |
| 40 | 1.39 | 50.6.3.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | BI01010001010000000000000515BI0100001152 | 4.464 | cum |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
