Rural Works Department has published Infrastructure Strengthening Work Of Tato Chc ( Rest Shed Building Adminstrative Building Parking Shed Asha Gruho Building Construction Of Approach Road And Drainage ) Under Ombadc For 2019-20 . . Submission Date for this Tender is 05-09-2019. Road Work Tenders in Karanjia,Mayurbhanj Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: INFRASTRUCTURE STRENGTHENING (Administrative Building, Asha Gruha, Parking shed, Approch road & Drinking water facility ) work at TATO CHC under Karanjia Block Under OMBADC for year 2019-20. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation of foundation trenches in all kinds of soil including dressing and leveling the bed upto the required depth and depositing the excavated materials with all leads and lifts T&P shoring & Shuttering if required etc.complete as directed by the Engineer-in-charge. | 139.79 | One Cum | |
| 2 | 2 | Supplying filling in foundation and plinth with sand including watering ramming, cost, conveyance, royalties and all taxes of materials and cost of labour with T&P required for the work etc. complete(measurement will be taken on finished section only etc.complete as directed by the Engineer-in-charge. | 88.27 | One Cum | |
| 3 | 3 | Cement concrete(1:3:6) in foundation and plinth below the base course of terrazzo flooring using 4cm (1 1/2")size black hard hand broken granite stone metals of approved quality from approved quarry including lowering laying concrete watering and curing etc.complete to required levels laid in layers not exceeding 0'-6" thick inlcuding cost,conveyance,royalties and all taxes of all materials and cost of all labour with T & P required for the work complete. | 47.48 | One Cum | |
| 4 | 4 | 25mm damp proof course with Cement Concrete (1:2:4) using 12mm size hard granite chips of approved quality from approved quarry including lowering laying concrete watering and curing etc.complete as per direction of Engineer-in-charge. | 46.45 | One sqm | |
| 5 | 5 | RCC work of M20 grade with 20mm down graded size hard granite chips including costing and laying concrete etc. complete.\n | |||
| 6 | 5.01 | \nColumn Base | 6.99 | One Cum | |
| 7 | 5.02 | Grade Beam | 4.08 | One Cum | |
| 8 | 5.03 | Column & Beam | 22.62 | One Cum | |
| 9 | 5.04 | Lintel | |||
| 10 | 5.05 | Grond Floor | 0.91 | One Cum | |
| 11 | 5.06 | First Floor | 4.76 | One Cum | |
| 12 | 5.07 | Chajja | |||
| 13 | 5.08 | Ground floor(Asha gruha) | 3.9 | One Sqm | |
| 14 | 5.09 | Administrative office (First Floor) | 19.65 | One Sqm | |
| 15 | 5.1 | Roof Slab | |||
| 16 | 5.11 | Ground floor | 10.49 | One Cum | |
| 17 | 5.12 | First floor | 34.07 | One Cum | |
| 18 | 5.13 | Bed Block | 0.59 | One Cum | |
| 19 | 6 | Brick masonary in cement mortar (1:6) using Fly ash Bricks of size 10" x 5" x 3" having crushing strength not lessthan 75 Kg/cm2 in Foudation in plinth after immersing the bricks for six hours in water before use in all florrs with all necessary projection, cutting mlulding, corbelling, champering, watering and curing including cost conveyance, royalties and taxes of all materials and cost of all labour T&P required for the work etc.complete as per the direction of Engineer in Charge. | 8.67 | One Cum | |
| 20 | 7 | Brick masonary in cement mortar (1:6) using Fly ash Bricks of size 10" x 5" x 3" having crushing strength not lessthan 75 Kg/cm2 in super structure after immersing the bricks for six hours in water before use in all florrs with all necessary projection, cutting mlulding, corbelling, champering, watering and curing including cost conveyance, royalties and taxes of all materials and cost of all labour T&P required for the work etc.complete as per the direction of Engineer in Charge. | |||
| 21 | 7.01 | Ground floor | 19.1 | One Cum | |
| 22 | 7.02 | First floor | 74.36 | One Cum | |
| 23 | 8 | Brick masonary in cement mortar (1:4) using Fly ash Bricks of size 10" x 5" x 3" having crushing strength not lessthan 75 Kg/cm2 in super structure after immersing the bricks for six hours in water before use in all florrs with all necessary projection, cutting mlulding, corbelling, champering, watering and curing including cost conveyance, royalties and taxes of all materials and cost of all labour T&P required for the work etc.complete as per the direction of Engineer in Charge. | |||
| 24 | 8.01 | First floor | 3.05 | One Cum | |
| 25 | 9 | Providing HYSD bar reinforcement for R.C.C. work including straightening, cutting, bending, binding, welding if required, tying the grills and placing in proper position as per approved design and drawing including cost, conveyance, taxes of MS/TS rods and binding wire of 18 to 20 gauge binding wire,cost of all labour,T&P materials required for the work etc.complete in all respect as per specification and direction of Engineer - in - Charge. | |||
| 26 | 9.01 | Ground floor(Asha gruha) | 28.37 | One Qntl. | |
| 27 | 9.02 | Administrative office (First Floor) | 51.9 | One Qntl. | |
| 28 | 10 | 16mm thick cement plaster (1:6)in finished smooth to inside smooth surface of brick walls afrer racking out joints including watering and curing with cost,conveyance taxes and royalties of all materials and cost of all labour with T&P requred for the work complete as per the direction of Engineer in Charge. | |||
| 29 | 10.01 | Ground floor | 141.06 | One Sqm | |
| 30 | 10.02 | First floor | 337.16 | One Sqm | |
| 31 | 11 | 12mm thick cement plaster (1:6)in finished smooth to outside smooth surface of brick walls afrer racking out joints including watering and curing with cost,conveyance taxes and royalties of all materials and cost of all labour with T&P requred for the work complete as per the direction of Engineer in Charge. | |||
| 32 | 11.01 | Ground floor | 113.53 | One Sqm | |
| 33 | 11.02 | First floor | 410.95 | One Sqm | |
| 34 | 12 | Fixing vetrified tiles in floor , treads & landings (600mmx600mm)on 25mm thick bed of cement mortar (1:1) joined with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing including cost of tile.cost,conveyance taxes and royalties of all materials and cost of all labour with T&P requred for the work complete as per the direction of Engineer in Charge. | |||
| 35 | 12.01 | Ground floor | 24.51 | One Sqm | |
| 36 | 12.02 | First floor | 222.33 | One Sqm | |
| 37 | 13 | Fixing vetrified tiles in dado, (600mmx600mm) skirting and in rises of steps on 12mm thick bed of cement plaster (1:3) joined with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing including cost of tile.cost,conveyance taxes and royalties of all materials and cost of all labour with T&P requred for the work complete as per the direction of Engineer in Charge. | |||
| 38 | 13.01 | Ground floor | 5.08 | One Sqm | |
| 39 | 13.02 | First floor | 30.57 | One Sqm | |
| 40 | 14 | Fixing tiles in dados,skirting and in rises of steps on 12mm thick bed of cement plaster (1:3) joined with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing including cost of tile. including cost of tile.cost,conveyance taxes and royalties of all materials and cost of all labour with T&P requred for the work complete as per the direction of Engineer in Charge | |||
| 41 | 14.01 | Ground floor | 19.6 | One Sqm | |
| 42 | 15 | Fixing chequred tiles in floors,treads and landings on 25mm thick bed of cement mortar (1:1) joined with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing including cost of tile. | 50.01 | One Sqm | |
| 43 | 16 | Wall painting 2 coat with Weather coat and with wall primer of approved shade to give an even shade including cost of paint including cost of primer ,labour, T&p required for the work complete. | 288.73 | One Sqm | |
| 44 | 17 | Wall painting 2 coat with Plastic emulation paint of approved shade to give an even shade including cost of paint cost of putty ,labour, T&p required for the work complete. | 867.2 | One Sqm | |
| 45 | 18 | Painting two coats to doors and windows with approved paint over a coat of primer including a cost of primer and paint etc. complete. | 97.1 | One Sqm | |
| 46 | 19 | Providing fitting, fixing of Al door with OEL anodized Al door section of 9202 as vertical member 9201 as top member and 9200 as bottom and middle member and 6 mm plin glass in top portion with 12 mm thick pre laminated board in bottom portion fixed etc. complete (S/R Page 243, item No. 10) | 30.89 | One Sqm | |
| 47 | 20 | Supplying fitting, fixing up window (sliding type) made up aluminium Section 151-154, 151-155, as windows frame section No. 151-155, 151-153 and 151-167 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes labour, T&P etc. complete as per direction of Engineer-in-Charge. | 32.84 | One Sqm | |
| 48 | 21 | Rigid and smooth centering and shuttering for RCC works including false works and dismantling them after casting including cost of materials complete in ground floor | 56.3 | One Sqm | |
| 49 | 22 | Supplying and fixing MS doors and windows including cost conveyance taxes etc. complete. | 26.31 | One Qntl. | |
| 50 | 23 | Construction Of Un-reinforced,dowel jointed at expansion and construction joint only ,plane cement concrete pavement ,thickness as per design ,over a prepared sub base ,with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) ,Coarse and fine aggregates conforming to IS:383 , Maximum size of coarse aggregatenot exceeding 25mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix | 33.96 | One Cum | |
| 51 | 24 | Earth work in all kinds of soil with carriage earth by mechanical means including rough dressing and breaking clods upto 5 cm to 7 cm size and laying in layers each layer not exceeding 0.3 m in depth etc. complete as direction of Engineer-in-Charge. (Building Outside Development | 13.16 | One Cum |
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