District Panchayat has published Lac Ads ( 2018-2019 ) , Ponnani Lac - Construction Of Gate Arch , Landscaping Of Yard In Othaloor Gup School - Alamkode , Work Proposed By Hon . Mla Shri . P . Sreeramakrishnan ( Hon . Speaker ) ( Id 8490 ) . Submission Date for this Tender is 02-03-2021. Civil Work Tenders in Malappuram Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Mar-2021 | Extension of time | Date | 02-03-2021 |
| Work Name:LAC ADS (2018-2019), Ponnani LAC - Construction of Gate & Arch, Landscaping of Yard in Othaloor GUP School - Alamkode, Work Proposed By Hon. MLA Shri. P. SREERAMAKRISHNAN (Hon. Speaker) (ID 8490) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | GATE,stage extention,Compound wall & Tile paving | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 18.123 | cum |
| 3 | 1.002 | 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 | 33.336 | cum |
| 4 | 1.003 | 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 | 2.75 | cum |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 1.41 | cum |
| 6 | 1.005 | 60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001118 | 16.67 | cum |
| 7 | 1.006 | od942038/2020_2021 : Random rubble masonry with hard stone in foundation and plinth up to plinth level with:<br>Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001119 | 1.647 | cum |
| 8 | 1.007 | 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. | BI01010001010000000000000515BI0100001120 | 1.128 | cum |
| 9 | 1.008 | 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 | BI01010001010000000000000515BI0100001121 | 8.016 | cum |
| 10 | 1.009 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001122 | 4.92 | sqm |
| 11 | 1.01 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001123 | 8.64 | sqm |
| 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 | 16.744 | sqm |
| 13 | 1.012 | 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 | BI01010001010000000000000515BI0100001125 | 1.844 | cum |
| 14 | 1.013 | 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) | BI01010001010000000000000515BI0100001126 | 0.648 | cum |
| 15 | 1.014 | 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). | BI01010001010000000000000515BI0100001127 | 1.162 | cum |
| 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 | 319.55 | kilogram |
| 17 | 1.016 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001129 | 197.16 | sqm |
| 18 | 1.017 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001130 | 20.8 | sqm |
| 19 | 1.018 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001131 | 225.16 | sqm |
| 20 | 1.019 | 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 | BI01010001010000000000000515BI0100001132 | 225.16 | sqm |
| 21 | 1.02 | 14.54.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:One or more coats on old work | BI01010001010000000000000515BI0100001133 | 1603.5 | sqm |
| 22 | 1.021 | 10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | BI01010001010000000000000515BI0100001134 | 320 | kg |
| 23 | 1.022 | 13.63.1 : Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work | BI01010001010000000000000515BI0100001135 | 20 | sqm |
| 24 | 1.023 | 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. | BI01010001010000000000000515BI0100001136 | 241.415 | sqm |
| 25 | 2 | TRUSS | BI01010001010000000000000515BI0100001137 | ||
| 26 | 2.001 | 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 | BI01010001010000000000000515BI0100001138 | 447.72 | kg |
| 27 | 2.002 | od755363/2020_2021 : Roofing with G.I hard colouur powder coated traffod sheets 0.35 mm thick or nearest available thicknesswith overlaps of 150 mm at ends and GI hook or crank C.I. bolts and nuts including plain washers andbitumen washers etc complete | BI01010001010000000000000515BI0100001139 | 91.632 | sqm |
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