Public Works Department-PWD has published Renovation Of Bathing Area Of Ward 9 In Govt . Mhckozhikode In The Year2019 20 The Estimate Include Dismantling Work Site Clearance Etc. Submission Date for this Tender is 22-01-2021. Land Development Tenders in Kuthiravattom Kerala. Bidders can get complete Tender details and download the document.
| Work Name:Renovation of bathing area of ward 9 in Govt. MHC, Kozhikode in the year 2019-20 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | dismantling | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | BI01010001010000000000000515BI0100001114 | 20.175 | sqm |
| 3 | 1.02 | 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | BI01010001010000000000000515BI0100001115 | 3.78 | cum |
| 4 | 1.03 | 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | BI01010001010000000000000515BI0100001116 | 7.92 | cum |
| 5 | 1.04 | 15.55.1 : Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead;120 x 120 cm ( outside to outside ) | BI01010001010000000000000515BI0100001117 | 20 | each |
| 6 | 1.05 | 15.58 : Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | BI01010001010000000000000515BI0100001118 | 0.315 | cum |
| 7 | 1.06 | 15.28.2 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos Sheet | BI01010001010000000000000515BI0100001119 | 110 | sqm |
| 8 | 2 | Earth work | BI01010001010000000000000515BI0100001120 | ||
| 9 | 2.01 | 2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | BI01010001010000000000000515BI0100001121 | 18.85 | sqm |
| 10 | 2.02 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area clearedClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | BI01010001010000000000000515BI0100001122 | 219.2 | sqm |
| 11 | 3 | RR masonry | BI01010001010000000000000515BI0100001123 | ||
| 12 | 3.01 | 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) | BI01010001010000000000000515BI0100001124 | 3.78 | cum |
| 13 | 4 | Laterate masonry | BI01010001010000000000000515BI0100001125 | ||
| 14 | 4.01 | 50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001126 | 5.46 | cum |
| 15 | 4.02 | 50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001127 | 7.92 | cum |
| 16 | 5 | plastering | BI01010001010000000000000515BI0100001128 | ||
| 17 | 5.01 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001129 | 93.24 | sqm |
| 18 | 5.02 | 14.1.1 : Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) | BI01010001010000000000000515BI0100001130 | 31.2 | sqm |
| 19 | 6 | Painting | BI01010001010000000000000515BI0100001131 | ||
| 20 | 6.01 | 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 | BI01010001010000000000000515BI0100001132 | 93.24 | sqm |
| 21 | 6.02 | 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 | BI01010001010000000000000515BI0100001133 | 19.89 | sqm |
| 22 | 7 | concrete work | BI01010001010000000000000515BI0100001134 | ||
| 23 | 7.01 | 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. | BI01010001010000000000000515BI0100001135 | 50.28 | sqm |
| 24 | 7.02 | 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) | BI01010001010000000000000515BI0100001136 | 3.6 | cum |
| 25 | 7.03 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot 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) | BI01010001010000000000000515BI0100001137 | 6.5 | cum |
| 26 | 7.04 | 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 | BI01010001010000000000000515BI0100001138 | 3018.24 | kilogram |
| 27 | 8 | Interlock | BI01010001010000000000000515BI0100001139 | ||
| 28 | 8.01 | 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. | BI01010001010000000000000515BI0100001140 | 164.4 | sqm |
| 29 | 9 | sanitary item | BI01010001010000000000000515BI0100001141 | ||
| 30 | 9.01 | 18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore | BI01010001010000000000000515BI0100001142 | 5 | each |
| 31 | 9.02 | 50.18.8.8.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps 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. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 | BI01010001010000000000000515BI0100001143 | 10 | metre |
| 32 | 9.03 | 50.18.8.9.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps 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. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2 | BI01010001010000000000000515BI0100001144 | 10 | metre |
| 33 | 9.04 | od78339/2019_2020 : Removing blockage from the water closet and"s" or "p" trap connected sewer lines etc. and cleaning the dirty matters to safe distant place and check the pipe line after pouring the waste etc. including all cost and conveyance of materials, all labour charges etc. complete. as per the direction of departmental officers at site. | BI01010001010000000000000515BI0100001145 | 1 | each |
| 34 | 9.05 | od78340/2019_2020 : Removing blocks from manhole of size 60cmx60cm and depth up to 60cm (fill with solid waste from closet line) and clearing the dirty materials into suitable excavated pits toa safe distance place including charges for bamboo splits for clearing block from manhole to main hole connecting line, hire charges for rope buckets and all labour charges and all incidental charges etc. complete as per the direction of departmental officers at site | BI01010001010000000000000515BI0100001146 | 1 | each |
| 35 | 9.06 | od78373/2019_2020 : Removing the blocked materials from the sullage water drain around the building and depositing the dirty matters to a safe distant place with in a distance of 150 m etc. Complete,including cleaningthe drain uprooting the vegetation and all labour charges etc.Complete, as per the direction of departmental officers at site. | BI01010001010000000000000515BI0100001147 | 1 | each |
| 36 | 10 | carpenter work | BI01010001010000000000000515BI0100001148 | ||
| 37 | 10.01 | od78343/2019_2020 : Engaging carpenter for the repair and rectification of damaged wooden doors and windows | BI01010001010000000000000515BI0100001149 | 2 | each |
| 38 | 11 | Aluminium works | BI01010001010000000000000515BI0100001150 | ||
| 39 | 11.01 | 21.1.1.1 : For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | BI01010001010000000000000515BI0100001151 | 26.474 | kg |
| 40 | 11.02 | 21.1.2.1 : For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Anodised aluminium ( anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | BI01010001010000000000000515BI0100001152 | 25.62 | kg |
| 41 | 11.03 | 9.6.1 : Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS: 14616 and TADS 15:2001 (Part B), including ISI marked M.S.pressed butt hinges bright finished of required size with necessery screws, all complete as per directions of Engineer-in-Charge and panelling with panels of:12 mm thick plain grade- 1, medium density flat pressed three layer particle board FPT- I or graded wood particle board FPT-I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS: 848: | BI01010001010000000000000515BI0100001153 | 13.23 | sqm |
| 42 | 12 | truss work | BI01010001010000000000000515BI0100001154 | ||
| 43 | 12.01 | 12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto 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.Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto 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. | BI01010001010000000000000515BI0100001155 | 110 | sqm |
| 44 | 12.02 | 10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | BI01010001010000000000000515BI0100001156 | 150 | kg |
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