|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kind of soil |
| 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 3 | Surface dressing of ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto 1.5 m. All kind of soils |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | 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. Hot finished welded type tubes |
| 11 | Providing and fixing bolts including nuts and washers complete. |
| 12 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 13 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 14 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 15 | 20 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) |
| 16 | Neat cement punning. |
| 17 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing |
| 18 | Supplying, stacking and Spreading 6 mm thick red bajri, wateringand rolling complete including preparation of the surface and rolling. With road roller/ hand roller |
| 19 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 20 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 21 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not toexceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge. |
| 22 | Providing and laying in position polysulphide in floors for expansion joint (concrete road),including cleaning the joints with air pressure,masking paer tape on both side of joints ,placing baker road in the joints all complete as per the direction of Engineer-in-charge. Using Pidiseal base and Pidiseal accelerator of Dr. Fixit and equivalent with a mixing ratio of 92:8 |
| 23 | Providing and fixing one set (2 No\"s) of Basketball pole of 200mm round tube with 3048mm standard ring height above finished surface and 900mm below finished surface with 8mm thick plate and acrylic board of 1828mmX1066mm x 25mm standard size with ring and net, including fixing at standard place and making arrangement to hold in position upto setting of foundation concret. All complete as per direction of Engineering-in-charge. Note:- Excavation and concrete will be paid seperately. |
| 24 | Providing including hoistin, fixing in position Tennis Net (Garware turnament quality of premium net) with steel pole of approved brand (fix lawn Tennis 100mm ISI mark Apollo/Jindal round pipe, with premium Brass Rachid, fine quality PU spray paint) at height of 2.38 meter & fixing of net pole in depth of 0.6 to 0.8 meter with cement Concrete 1:3:6 (1 cement: 3 coarse sand: 6 Aggregate 20nn size) and refilling etc omplete as per direction of Engineering-in-charge. |
| 25 | Providing and laying ITF (International Tennis of Federation)classified imported material (Refkim Made in Europe) 8 Layers System Synthetic Acrylic for Synthetic Court (Tennis and Basketball court):- Preparation- Repair small subfloor repairs if any using Acrypatch. Layer-1 Geotexitile 120 gsm of thickness 1 to 1.25 mm with Acrylic Primer (100% Acrylic Latex Based Primer) which promotes better adhesion of repair products and coating application. Layer-2 Acrylic Resurfacer (100% Acrlic latex Based Resurfacer) for filling and smoothing asphalt or concrete surfaces fills the surface chips, voids and concrete repairs while providing a smooth surface for color coating. Layer-3 Acrylic Cushion (100% Acrylic Latex based Cushion coating) desinged to provide resilience to sport surfaces. Layer-4 Acrylic Cushion (100% Acrylic Latex based Cushion coating) desinged to provide resilience to sport surfaces. Layer-5 Acrylic Cushion (100% Acrylic Latex based Cushion coating) desinged to provide resilience to sport surfaces. Layer-6 Precoat color layer (Quartz filled % 100% Acrylic Latex Based Textured color coat) having high pigment concentration color coating. Layer-7 Precoat color layer (Quartz filled % 100% Acrylic Latex Based Textured color coat) having high pigment concentration color coating. Layer-8 Coat color layer (100% Acrylic Latex polymer clear Varnish) having protective top coat against UV.Line Marking (Acrylic based line marking) to identify type od sports its rules. etc complete as per direction of Engineer-in-charge. |
| 26 | Providing and laying 8+1 Layers Acrlic Synthetic flooring/court (Basket-ball court):- Preparation- Repair small subfloor repairs if any using Acrypatch. layer-1 Fiber Mess course for providing and laying Fiber Mess with approved binder which makes bond between surfaceand the synthetic layers. Layer-2 (Primer Course) for providing and laying One coat of Acrylic Concrete Primer blended with approved silica sand which makes bond between surface and the synthetic colour layers. Layer-3 (Course) for providing and laying One coat of Acrylic Resurfacer blended with approved silica sand which makes bond between surface and the synthetic colour layers. 4 Layers- 4,5,6 7 (Cushion Course) for providing and laying Four coat of Heavy Acrylic rubber binder blended with approved rubber Crum. Layer-8 (Texture Course) for providing and laying One coats of colour Classic with silica sand which Provides a uniform surface texture and determines the speed of play and traction of the court. Layer-9 (Finish Course) for Providing and laying One coat of Colour Classic will Create a vibrant, durable finish highly resistant to weather and ultraviolet degradation Finish (colour). Line Marking (02 layers) for Providing and laying Two coat of heavy bodied acrylic latex. Colour white striping paint comes both textured and un-textured, and covers in on application. etc complete as per direction of Engineer-in-charge. |
