Local Self Government Department has published Shornur Municipality Annual Plan 2020-21 S520/21 Municipal Office Maintenance W-16 Office Maintenance. Submission Date for this Tender is 20-01-2021. Housekeeping Services Tenders in SHORNUR MUNICIPALITY Kerala. Bidders can get complete Tender details and download the document.
| Work Name:Shornur Municipality Annual Plan 2020-21 S520/21 Municipal office Maintenance W-16 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Building maintenance | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 5 | cum |
| 3 | 1.002 | 15.7.2 : 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 lime mortar with old mughal bricks | BI01010001010000000000000515BI0100001115 | 3.184 | cum |
| 4 | 1.003 | 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | BI01010001010000000000000515BI0100001116 | 2.85 | cum |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 6.9 | cum |
| 6 | 1.005 | 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) | BI01010001010000000000000515BI0100001118 | 1.425 | cum |
| 7 | 1.006 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001119 | 4.275 | cum |
| 8 | 1.007 | 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) | BI01010001010000000000000515BI0100001120 | 4.118 | cum |
| 9 | 1.008 | 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) | BI01010001010000000000000515BI0100001121 | 1.725 | cum |
| 10 | 1.009 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001122 | 6.9 | sqm |
| 11 | 1.01 | 50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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 | BI01010001010000000000000515BI0100001123 | 3.54 | cum |
| 12 | 1.011 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001124 | 18.26 | sqm |
| 13 | 1.012 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001125 | 40.48 | sqm |
| 14 | 1.013 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001126 | 40.5 | sqm |
| 15 | 1.014 | 5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | BI01010001010000000000000515BI0100001127 | 21.6 | sqm |
| 16 | 1.015 | 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 | BI01010001010000000000000515BI0100001128 | 850 | kilogram |
| 17 | 1.016 | 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) | BI01010001010000000000000515BI0100001129 | 4.296 | cum |
| 18 | 1.017 | 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). | BI01010001010000000000000515BI0100001130 | 4.725 | cum |
| 19 | 1.018 | 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. | BI01010001010000000000000515BI0100001131 | 350 | kg |
| 20 | 1.019 | od1002725/2020_2021 : Providing and fixing precoated galvanaised iron profile sheets(size,shape and pitch of corrugation as approoved by Engineers in charge)0.30 mm(+0.05%) total coated thickness with zi8nc coating 120grams per sqm as per IS 277,in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet and polyster top coat 15-18 microns.sheet should have protective guard film of 25 micron minimum to avoid scratches during transportation and should be supplied in single length up to 12mt or as desired by Engineer in charge.The sheet shall be fixed using self drilling/self tapping screws of size (5.5*55mm) with EPDM seal,complete up too 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. | BI01010001010000000000000515BI0100001132 | 49 | sqm |
| 21 | 1.02 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001133 | 184.56 | sqm |
| 22 | 1.021 | 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) | BI01010001010000000000000515BI0100001134 | 310.14 | sqm |
| 23 | 1.022 | 13.84.2 : Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats | BI01010001010000000000000515BI0100001135 | 4.2 | sqm |
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