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| 1 | EARTH WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed by EIC. |
| 3 | All kinds of soil. |
| 4 | Filling quarry muck in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., for all lead and lift : |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead upto 1Km and lift upto 1.5m etc. complete.including conveying the earth upto 1KM |
| 6 | CEMENT CONCRETE (CAST IN SITU) |
| 7 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | 1:2:4 (1cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 10 | REINFORCED CEMENT CONCRETE |
| 11 | Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : |
| 12 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 14 | Foundations,footings,basesof columns,etc.formass concrete |
| 15 | Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. |
| 16 | Thermo-Mechanically Treatedbars of gradeFe-500D or more. |
| 17 | MASONRY WORK |
| 18 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer |
| 19 | For foundation, basement and plinth upto plinth level including all cost of materials, labour charges etc. |
| 20 | using blocks of 200mm thickness, in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 21 | STONE WORK |
| 22 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : |
| 23 | Cement mortar 1:6(1 cement :6 coarse sand) |
| 24 | STEEL WORK |
| 25 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 26 | GI Tubular TATA or equvalent |
| 27 | FLOORING |
| 28 | Supply of acrylic surface (8 layer) with total thickness of 2.40 to 2.90mm depending on the base condition approved by ITF consisting of a primer coat (if required), filling of cracks, pores and leveling surface with suitable acrylic resurfacer/pore filler, multiple layers of cushion system for shock absorption, two layers of acrylic colour layer with game line markings to differentiate between playing area and non playing area. The rate includes all taxes, duties, levies, excise duty and other charges. Design, supply of material, installation, testing and commissioning of synthetic acrylic surface for courts including laying of sythetic surface over the base with all ancillary works, all according to the methodology, drawings and specifications, including line markings as per standards etc all complete. |
| 29 | Providing & laying vacuum dewatered flooring using M20 grade reinforced cement concrete, 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including vibrating concrete by using screed vibrator and vacuum dewatering using approved make equipment and finishing the top surface to required level and grade using power trowels of standard make. Rate to include for Surface Hardener 400ml per 50kg bag of cement, covering the finished concrete surface and curing. (Payment for steel and shuttering will be paid separately) |
| 30 | FINISHING |
| 31 | 12 mm cement plaster of mix: |
| 32 | 1:4(1 cement: 4 fine sand) |
| 33 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : |
| 34 | Flush/ Ruled pointing |
| 35 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 36 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 37 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 38 | On steel work |
| 39 | REPAIRS TO BUILDING |
| 40 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 41 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 42 | Dismantling and Demolishing |
| 43 | Demolishingbrickworkmanually/bymechanicalmeansincluding stacking of serviceable material and disposal of unserviceable material outside the campus at contractor\"s account as per direction of Engineer-in-charge. |
| 44 | In cement mortar |
| 45 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material outside the campus at contractor\"s account as per direction of Engineer-in-charge : |
| 46 | In cement mortar |
| 47 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking anywhere in the campus. |
| 48 | ROAD WORK |
| 49 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge. |
| 50 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 51 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed ofsand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 52 | 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 53 | WATER SUPPLY |
| 54 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work |
| 55 | 10kgf/cm2 Pressure rating |
| 56 | 110mm nominal dia pipes |
