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| 1 | Earth work in stony earth and gravels mixed with stone and boulders in excavation of foundation trenches within 50 meter initial lead and 1.5mt. Intial lift including rough dressing and levelling the bed including all labour, T&P etc. complete as directed by the Engineer in Charge. |
| 2 | Supplying & Filling foundation and plinthwith sand well watered and rammedincluding cost, conveyance, Royalities, Taxes of all materials,all labours & T&P required for the work complete ( measurement will be takenon finished compacted section only)as perthe direction of Engineer-in-Charge. |
| 3 | Filling foundation and plinthwith excavated earth from work side for filling and carriage of earthincluding loading and uncloading at work alignment including dressing and levelling & approved profile complete as per direction of the Engineer-in- |
| 4 | Cement concrete (1:3:6) usingapproved quality from approved quarry includinglowering laying concrete watering and curing etc. asrequired levels laid in layersnot exceeding(0\"-6\"\") 15 cm thickincluding cost, conveyance,royalitiesof all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by theEngineer-in-charge . |
| 5 | Cement concrete (1:2:4) using 12 mm size hard crusher broken granite chips of approved quality from approved quarry including lowering lying concrete watering and curing etc. completewith cost, conveyance, royalities and taxes of all materials and cost of all labour ,T&P etc. complete. as directed by the Engineer-in-charge. |
| 6 | R.C.C. work M-20 ingradehaving a minimum compressive strength (in work test) 200 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smoothcentering and shuttering and finishing the exposed surface includingcost conveyance, royaltiesof all materials, cost of labour& T&P rand other machinsries required for the work complete but excluding cost and carriage of HYSD bars and cost of bending, bindingtying the grills and etc. as per specification & direction of the Engineer-in-charge G. Beam |
| 7 | Chajja |
| 8 | Lintel |
| 9 | R. Slab |
| 10 | Supplying Cutting,bending un- coated HYSD bars,forreinforcementtying the grills and placing in position as required for the RCC works and for providing fan hooks hoisting and lowering,laying including cost,conveyance of HSYSD bars and binding wires of 18 to 20 gauge required for the work and bending binding and tying the grills ( Payment will be made on weight of HYSD bars only and no separate payment will be made towords the weight of binding wires) as per direction of the Engineer-In-Charge. |
| 11 | 2.5 cm(1\") thick grading concrete with cement concrete (1:2:2) using 6mm size hard broken granite chips on new work including watering and curring cost, conveyance, royalties of alllabour T&Prequired for the work etc. complete as per direction of theEngineer-in-charge |
| 12 | Fly Ash brick masonry in cement mortar (1:6) in foundation and plinth usingFly Ash bricks of size 25cm x 12cm x 8cm 75 kg/cm2 with dimensional tolerance8% after immersing the bricks for six hours in water before use including splays cutting circular moulding corbelling chamfering and similar such type of work as directed by the Engineer-in-charge including watering and curing cost, conveyance, royalties of all materials and cost of all labour T&P required for the work and finished item of work shall confirm to relevant I.S. specification and confirm test as per specification as directed by the Engineer-in-charge. |
| 13 | Fly Ash brick masonry in cement mortar (1:6) in Superstructure using Fly Ash bricks of size 25cm x 12cm x 8cm 75 kg/cm2 with dimensional tolerance8% after immersing the bricks for six hours in water before use including splays cutting circular moulding corbelling chamfering and similar such type of work as directed by the Engineer-in-charge including watering and curing cost, conveyance, royalties of all materials and cost of all labour T&P required for the work and finished item of work shall confirm to relevant I.S. specification and confirm test as per specification as directed by the Engineer-in-charge. |
| 14 | 12 mm (½\") thick cement plaster(1:6)finished smooth to outside smooth surface or brick walls after racking out the joints including watering & curing etc. complete with cost, conveyance,royalies and taxes of all materials cost of all labour T&P etc. required for the work etc completeas per direction of the Engineer-in-charge. |
| 15 | 16 mm (5/8\") thick cement plaster(1:6) finished smooth to inside rough surface or 10\"\" thick brick walls after raking out joints including watering and curing withcost , conveyance , royalityof all materials , cost of all labour and T&P required for the work etc complete as per direction of the Engineer-in-charge. |
| 16 | 6mm thick cement Plaster (1:4) to RCC surface after chipping the RCC surface and slurry trement including watering & curing etc. complete with cost, conveyance,royality of all materials & all labour royalty T&Pdirected for the work etc. complete as per directed by the Engineer-in-charge. |
| 17 | Finishing wall surface with Acrilic wall putty ( water based ) of approved make and finished smooth and even surface to receive painting , cost, conveyance, of all materials and T&P required for the work including cost of scaffolding ,staging charges etc complete as per the direction of the Engineer-in-charge |
| 18 | Distempering two coats with any approved shade includingcost of distemper of all materilas and all labour etc. complete as per direction of the Engineer -in- Charge |
| 19 | Supplying of M.S Girll & gatemanufactured from standard rolled steel angle section 40mm.x40mm.x6mm with corners of the frame duly matered and electrically welded with one cost of anti-corressive Red-Oxide Zinc Crome Primer etc. complete as per the directed by the Engineer-in-charge.. |
| 20 | Painting two coats with synthetic enamale paint of approved shade over a coat of primer to wood or iron works including sand papering, polishing the surface, cost, conveyance, taxes of all materials and T&P required for the work including cost of scaffolding ,staging charges etc complete as per the direction of the Engineer-in-charge |
| 21 | Finishing wall with Weather coat painttwo coats over a coat of primerincluding cost of brushes and putty with cost of paints and taxes of all materials and all labour etc complete as perdirection ofthe Engineer-in-charge. |
| 22 | Supplying ,Fitting and fixing vetrifed coloured and printed tile in floors of size 600mm x 600 mm of approved make with application of polymer modified cement based water resistant adhesive bed of required thickness of 10 mm and filling joints with epoxy grout of approved quality including cost of all materials , labour ,T&P etc required for the work as directed by the Engineer-in-charge . |
| 23 | Fixingvetrifedtiles in dado,skirting and rises steps 20cm x 30cm / 20cm x 20cm special plane/ printed series of premium grade havingthickness 6.5mm to 6.7 mmconforming to IS 13753 on 12mm thick bed cement morter 1:1 ( 1 cement :1 Sand) jointed with neat cement slurry mixed with pigments to match theshade of thetiles including rubbing and polishingetc. all complete including cost of tiles and labour etc.required for the work as directed by the Engineer-in charge |
| 24 | Providing And Fixing Of Factory Made UPVC White Colour Fixed Glazed Windows/ventilators Comprising Of UPVC Multi-chambered Frame And Mullion (where Ever Required) Extruded Profiles Duly Reinforced With 1.60 0.2 Mm Thick Galvanized Mild Steel Section Made From Roll Forming Process Of Required Length (shape & Size According To UPVC Profile), , UPVC Extruded Glazing Beads Of Appropriate Dimension, EPDM Gasket, G.I Fasteners 100 X 8 Mm Size For Fixing Frame To Finished Wall, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (if Required) Shall Be Also Fusion Welded Including Drilling Of Holes For Fixing Hardware\"s And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Required Size And Of Approved Quality, All Complete As Per Approved Drawing & Direction Of Engineer-in-Charge |
