Construction of Entrance Gate at Odisha Craft Museum Kalabhoomi Bhubaneswar

Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.

Excavation of founation in hard rock (granite) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department (Blasting Prohibted)

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-Charge.

Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc, all complete as per the specification and direction of Engineer-in-charge.

Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 40 mm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry 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, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.

Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 20 mm nominal size) as levelling course in floor and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.

Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 23 x 11 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge..

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) 250 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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.

Footing

Column up to pl. Lvl

Column up to Top

Plinth Beam

Slab Beam

Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge.

6mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:3 (1 cement : 3 fine sand) with all material and labour complete:

Providing & applying priming coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.

Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-Charge at all elevations including all material labour complete.

Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.

Laterite stone masonry in cement mortar (1 : 6) in foundationand plinth & Superstructure.

Flush pointing to stone masonry in cement mortar 1:3 including racking out joints 5mm deep, cleaning, pressing cement mortar finishing and curing including cost of materials, labour, scaffolding with initial lead and lift upto 10m etc. complete as per the direction of Engineer-in-charge.

Decorative LATERITE Stone CLADDING Work. Providing and fixing 1st quality, Small eyed, Rusty red coloured 100mm thk. of size (250x150)mm Laterite Stone in Cladding with Chemical Adhesive(H40 Gel Kerakoll or equivalent) and jointing with coloured Chemical Grout (Fugabella-2-12/0-5 kerakoll or equivalent) including pointing (if required) pigment of matching shade complete with required shape and size as per direction of Engineer-In-Charge at all floors and all heights.

Providing and fixing neatly carved and finished Best quality Khandolite stone sculptures/ Murals/ Decorative pieces of required shape & sizes, in all heights & floors & Locations, for foundation/ Superstructure/ Clading/ Flooring/ Skirting etc. works as given below, inlcuding all necessary materials like Stone, M.S. clamps, dowels, Chemicals for fixing, Grout materials, cement mortar etc all complete with propoer grouting, rubbing, grinding and finishing as per approved drawings, specifications and directions of the Engineer-In-Charge/Architect (The Agency should take approval of the stone and the final sketch of the work to be executed in accordance with the drawings and specifications provided, from the concerned Architect & Engineer-in-charge)

Dressed & Carved Pieces in required sizes of Minimum Thickness of 150mm with carving work up to a depth of 100mm.

Dressed & Carved Pieces in required sizes of Minimum Thickness of 150mm with carving work up to a depth of 75mm.

Dressed & Carved Pieces in required sizes of Minimum Thickness of 150mm with carving work up to a depth of 50mm.

Dressed & Carved Pieces in required sizes of Minimum Thickness of 100mm with carving work up to a depth of 75mm.

Dressed & Carved Pieces in required sizes of Minimum Thickness of 100mm with carving work up to a depth of 50mm.

Dressed & Carved Pieces in required sizes of Minimum Thickness of 75 mm with carving work upto a depth of 25mm.

Dressed & Carved Pieces in required sizes of Minimum Thickness of 75 mm with carving work upto a depth of 50mm.

Providing and fixing 50mm thick Khandolite stone Skirting & Cladding (sample of Khandolite stone should be approved by Engineer-In-Charge) for wall surface 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.with Chemical Adhesive(H40 Gel Kerakoll or equivalent) and jointing with coloured Chemical Grout (Fugabella-2- 12/0-5 kerakoll or equivalent ) including pointing (if required) pigment of matching shade, 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.

Providing and fixing 150mm thick Khandolite stone Skirting & Cladding (sample of Khandolite stone should be approved by Engineer-In-Charge) for wall surface 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.with Chemical Adhesive(H40 Gel Kerakoll or equivalent) and jointing with coloured Chemical Grout (Fugabella-2- 12/0-5 kerakoll or equivalent ) including pointing (if required) pigment of matching shade, 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.

Stone Block as given in reference drawing, neatly carved and finished including all necessary M.S. clamps, dowels etc at all heights 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)

Provision of brass metal bell (4nos) and SS Signages & Nameplate with backlight including all required materials complete as per direction of Engineer-in-charge.

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