Road And Building Department-RBD has published Tender For Peripheral Redevelopment Of Bhadrakali Temple, At Bhadrak In The District Of Bhadrak For The Year 2023-24.. Submission Date for this Tender is 25-10-2023. Temple Tenders in bhadrak Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Providing and fixing 50mm thick Khandolite stone flooring(sample of Khandolite stone should be approved byEngineer-In-Charge) for Temple area and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge & approved groove pattern etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights. |
| 2 | Providing and fixing 25mm thick Khandolite stone Skirting & Cladding(sample of Khandolite stone should be approved byEngineer-In-Charge) for Temple Plaza Steped riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge & approved groove pattern etc. laid over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights. |
| 3 | Providing and fixing Best quality Khandolite stone Carved Pieces in required sizes of Minimum Thickness of 150mm with carving, Moulding work upto a depth of 100mm, as given in reference drawing, neatly carved and finished including all necessary M.S. clamps, dowels etc all complete as per approved drawings, specifications and directions of the Engineer-In-Charge, including Cost of Material, Conveyance etc. complete. ( The Contractor should approve the final sketch in accordance with the drawings and specifications provided, before executing the same from concerned Architect & Engineer-in-charge) |
| 4 | Providing and fixing Best quality Khandolite stone Carved Pieces in required sizes of Minimum Thickness of 75mm with carving, Moulding work upto a depth of 50mm, as given in reference drawing, neatly carved and finished including all necessary M.S. clamps, dowels etc all complete as per approved drawings, specifications and directions of the Engineer-In-Charge, including Cost of Material, Conveyance etc. complete. (The Contractor should approve the final sketch in accordance with the drawings and specifications provided, before executing the same from concerned Architect & Engineer-In-charge) |
| 5 | Earthwork in excavation of foundation trenches in Ordinary soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.. |
| 6 | Earth work in slushy soil with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth and the Earth transported by transport vehicles as directed by the Engineer-in-charge. |
| 7 | Filling in Peripherial of Pondwith excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge. |
| 8 | Providing and lying plain cement concrete of proportion (1:3:6) in foundation or similar location using Portland Slag Cement(PSC) with 4 cm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties, cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per specification anddirection of Engineer-in-charge. |
| 9 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings, to be mixed in concrete mixtureincluding hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and cost of all labours, sundries, T & P required of the work etc. complete in all respect. Pile Cap |
| 10 | Column |
| 11 | GB & Tie Beam |
| 12 | Staircase |
| 13 | Providing, Supplying & Dewatering of the pond by using 5/10HP Diesel engineto drainage the water for exacavation etc. complete with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge. |
| 14 | Clearing Grass and Removal of Rubbish up to a distance of 50 metres outside the periphery of the Pond area. |
| 15 | Carriage of earth from site by mechanical means with cost of all lead & lift upto 5 km including cost of all labour, T&P etc., complete as direction of the Engineer-In-charge. |
| 16 | Random rubble H.G. stone masonry in cement mortar (1:4) in foundation and plinth. |
| 17 | ProvidingGravel backing to revetment 0.15 m of 0"-6" thickness with all lead and lift including cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-In-charge. |
| 18 | Grouting approns & revetment 23 cm. deep with cement concrete (1:4:8) with 2.5 cm broken granite material with all lead and lift including cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-In-charge. |
| 19 | Filling in foundation and plinth with filling sand, watered and rammed including cost of material, labour, royality and transportation etc. complete as per specifications and as directed by Engineer-in-charge. |
| 20 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 21 | Construction of granular sub-base by providing Close graded Granular sub-base Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 22 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned (20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. at all floors and all heights. |
| 23 | Painting 2 coats with any enamel paint on newiron work including cost of paintin all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labour, etc. complete as per specification and direction of Engineer-in-Charge. |
| 24 | Providing and laying 80 mm thick factory made cement concrete interlockingpaver block/ Grass Paver of M-40 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling.as per drawing, specification and direction of Engineer-In-charge |
| 25 | Driving & Errecting375 mm dia Single under reamed Pile foundation of length 6.0 mtrLong with RCC M-25 using 12 mm black hard granite (crusher broken) stone chipsincluding cost of boreholes, Casting & bentonite power, all material, labour, T&P but excluding cost of steel reinforcement and labour chrages for cutting, bending and binding of steel. etc. complete as per direction of Engineer-in-charge. |
| 26 | Providing, fixing and placing ofTor steel (HYSD) Fe-500 IS 1786-2008 for RCC work in all floors of required diameter of approved quality with straightening, Cutting, bending, bindingwelding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works, providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T & P and scaffolding complete in all respect as directed by the Engineer-in-Charge ( payment will be made according to the actual weight of M.S rod /Tor steel consumed in the work and Each Each No separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost. |
| 27 | First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights. |
| 28 | First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights. |
| 29 | Fixing Sand stone of 50mm in floors treads or steps and landing on 20mm thick bed of cement mortar 1:5 (1 cement : 5 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles including rubbing and polishing complete. |
| 30 | Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect. |
| 31 | Wattage : 3W CCT : 3000K,AC220V, IP66, ON-OFF CONTROL, & WIRE AND ALL ACCESSORIES, with Installation |
| 32 | Wattage : 72W, 1000mm CCT : 3000K, Beam Angle : 10 *60°, ,IP66, AC220V, ON-OFF CONTROL & WIRE AND ALL ACCESSORIES with Installation. |
| 33 | Wattage : 36W, 1000mm CCT : 3000K, Beam Angle : 10*60°, IP66, AC220V,ON-OFF CONTROL & WIRE AND ALL ACCESORIES with Installation. |
| 34 | 24 WATT 15* BEAM ANGLE, IP 66, 3000K, ON-OFF CONTROL & WIRE AND ALL ACCESSORIES with Installation. |
| 35 | Sparklz Wattage :8W CCT : 3000K, ON-OFF CONTROL, Die cast aluminium housing, transparent tempered glass diffuser, IP65 & WIRE AND ALL ACCESSORIES with installation. |
| 36 | Alfie, 5W, CCT : 3000K, ON-OFF CONTROL, Die cast aluminium housing, frosted PC diffuser, IP65 &WIRE AND ALL ACCESSORIES with Installation. |
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