Renovation Of Poonath Subcentre ( 95/20 ) Civil Work
Tender Overview
Project Description
Renovation Of Poonath Subcentre ( 95/20 ) Civil Work , Maintanace , 15 . 2 . 2 : Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge . Nominal Concrete 1:4:8 Leaner Mix ( Including Equivalent Design Mix ) , 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 ) , 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 . , 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 . , 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 , 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 , 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 ) , 4 . 3 . 1 : Centering And Shuttering Including Strutting , Propping Etc . And Removal Of Form Work For:Foundations , Footings , Bases For Columns , 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 . , 13 . 1 . 1 : 12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Fine Sand ) , 51 . 2 . 3 : Filling With Quarry Muck Filling Up Low Lying And Water Logged Areas With Local Material/ Quarry Muck , Spreading In Layers , Leveling The Top At Site And Consolidation By Ramming , Etc Complete For Improving The Cbr Value Of Subgrade , Od323541/2019_2020 : Providing And Laying 60 Mm Thick Factory Made Cement Concrete Interlocking Tiles Of Good Quality Made By Block Making Machine With Strong Vibratory Compaction , Of Approved Size , Design &Amp; Shape , Laid In Required Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of 6 Mm Stone Aggregate , Filling The Joints With Fine M . Sand Etc . All Complete As Per The Direction Of Engineer-In-Charge . ( Based On 16 . 68 )
BOQ
| Work Name : Kottur Grama Panchayat 2019 20 ; Renovation of Poonath Subcenter (0095/20) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | maintanace | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001114 | 2.753 | cum |
| 3 | 1.002 | 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) | BI01010001010000000000000515BI0100001115 | 3.651 | cum |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 54.176 | sqm |
| 5 | 1.004 | 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. | BI01010001010000000000000515BI0100001117 | 31.127 | sqm |
| 6 | 1.005 | 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 | BI01010001010000000000000515BI0100001118 | 3.9 | 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 | 5.1 | cum |
| 8 | 1.007 | 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) | BI01010001010000000000000515BI0100001120 | 0.975 | cum |
| 9 | 1.008 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001121 | 3.9 | sqm |
| 10 | 1.009 | 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. | BI01010001010000000000000515BI0100001122 | 7.201 | cum |
| 11 | 1.01 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001123 | 70.32 | sqm |
| 12 | 1.011 | 51.2.3 : Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001124 | 7.68 | cum |
| 13 | 1.012 | od323541/2019_2020 : Providing and laying 60 mm thick factory made cement concrete interlocking tiles of good quality 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 6 mm stone aggregate , filling the joints with fine m.sand etc. all complete as per the direction of Engineer-in-charge.(Based on 16.68) | BI01010001010000000000000515BI0100001125 | 52.801 | sqm |
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