DMFT

Supply and placing of the design Mix Concrete M20 grade corresponding to IS 456 with minimum cement content of 350Kgs per 1cum of concrete using Weigh Batcher/Mixer with 20mm size graded machine crushed hard granite matel(course aggregate) (consisting of nominal size metal 60% of 20mm ,15% of 13.20/12.50mm,15% of 10mm and coarse agg,water etc., to site etc..,including all operational,incidental and labour chares such as weigh batching,machine mixing,laying concrete,curing. for ROOF BEAMS GROUND FLOOR

Supply and placing of the design Mix Concrete M20 grade corresponding to IS 456 with minimum cement content of 350Kgs per 1cum of concrete using Weigh Batcher/Mixer with 20mm size graded machine crushed hard granite matel(course aggregate) (consisting of nominal size metal 60% of 20mm ,15% of 13.20/12.50mm,15% of 10mm and coarse agg,water etc., to site etc..,including all operational,incidental and labour chares such as weigh batching,machine mixing,laying concrete,curing. for RCC ROOF SLAB 125MM THICK GROUND FLOOR

Supply and placing of the design Mix Concrete M20 grade corresponding to IS 456 with minimum cement content of 350Kgs per 1cum of concrete using Weigh Batcher/Mixer with 20mm size graded machine crushed hard granite matel(course aggregate) (consisting of nominal size metal 60% of 20mm ,15% of 13.20/12.50mm,15% of 10mm and coarse agg,water etc., to site etc..,including all operational,incidental and labour chares such as weigh batching,machine mixing,laying concrete,curing. for STAIRCASE WAIST SLAB

Supply and placing of the design Mix Concrete M20 grade corresponding to IS 456 with minimum cement content of 350Kgs per 1cum of concrete using Weigh Batcher/Mixer with 20mm size graded machine crushed hard granite matel(course aggregate) (consisting of nominal size metal 60% of 20mm ,15% of 13.20/12.50mm,15% of 10mm and coarse agg,water etc., to site etc..,including all operational,incidental and labour chares such as weigh batching,machine mixing,laying concrete,curing. for LINTELS GROUND FLOOR

Supply and placing of the design Mix Concrete M20 grade corresponding to IS 456 with minimum cement content of 350Kgs per 1cum of concrete using Weigh Batcher/Mixer with 20mm size graded machine crushed hard granite matel(course aggregate) (consisting of nominal size metal 60% of 20mm ,15% of 13.20/12.50mm,15% of 10mm and coarse agg,water etc., to site etc..,including all operational,incidental and labour chares such as weigh batching,machine mixing,laying concrete,curing. for SUNSHADES AT FIXED 75MM AND AT FREE 50MM

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H (5th revision)

Providing brick work of 230mm thick in CM (1:6) prop., using common burnt clay bricks of class as per Table-1 of IS:1077-1992 Non-Modular or traditional size , including cost & conveyance of all material and labour charges, centering & scafolding charges etc., complete as per APSS No.501 for Super structure and others.

Reinforced Brick Masonary walls of 11.5cm in CM(1:4) using second class traditional size bricks and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges for finished item of work as per SS 509

Ceiling plastering of 12mm thick with CM (1:3) including cost and conveyance of all material and labour charges, all operational, incidental such as scaffolding charges, lift charges, including cutting of Grooves,finishing, curing, etc., complete for for finished item of work. (APSS 901,903 & 904) (CSSR) for CEILING PLASTERING.

Ceiling Plastering 12mm thick in single coat with CM (1:5) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall but excluding seigniorage charges for finished item of work. (APSS 901,903 & 904)

Plastering 12mm thick double coat in CM (1:5) 8 mm thick base coat and CM (1:3) of 4mm thick top coat with dubara sponge finish including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials, all operational, incidental such as scaffolding charges, lift charges, including cutting of Grooves,finishing, curing, etc., complete for for finished item of work. (APSS 1001,1003 & 1004) (CSSR) Internal Walls

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete but excluding seigniorage charges for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904)

In - situ - Granolithic Concrete Flooring 20mm thick with CC(1:1:2) Prop: using 6mm to 12mm size HBG machine crushed metal laid monolithically over 100mm thick CC flooring bed (1:5:10) with 40mm HBG metal in alternate panels of size not exceeding 1.50m x 1.50m and finishing the top surface to required smoothness and slopes, thread lining as directed by the Engineer - in - charge including cost and conveyance of all materials like cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement concrete, laying, curing, lift charges etc., complete for finished item of work (APSS No.701 & 710)

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, But excluding VAT.

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H (5th revision)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain 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 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST.& Seigneorage charges

Construction of Shoulders by providing Selected Gravel and spreading in uniform layers on prepared surface and spreading with irrespective thickness in layers including cost and conveyance of all materials and labour charges Seignarage charges, etc, complete.

Contraction Sawn joint groove(using diamond studded blades)2mm wide and 1/3 depth of the Cement Concrete Pavement(slab).These grooves shall be cut when the concrete is greenish