Netaji Subhas Institute Of Technology-NSIT has published Conversion Of Existing Cinder Athletic Track Into Synthetic Athletic Track And Allied Works At Nsut Main Campus.. Submission Date for this Tender is 01-06-2022. Sports Complex Tenders in dwarka Delhi. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-May-2022 | OTHER | Other | 01-06-2022 |
| 2 | 26-May-2022 | CORRIGENDUM | Other | 01-06-2022 |
| Sl. No. | Item Description |
| 1 | 1 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (in all depths, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 2 | 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 and lead, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all lead and lift. All kinds of soil. |
| 3 | 3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | 4 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia |
| 5 | 5 Providing and laying in position cement concrete of specified grade including rounding of edges, as required excluding the cost of centering and shuttering - All work upto plinth level. a 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 | b 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 6 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 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) |
| 8 | 7 RCC DRAIN COVER a) Providing and fixing of 60mm thick, perforated, Pre cast RCC drain cover of size 600 x 600 x 80 mm with 1"" dia (8 to 12 nos. round hole) with 8mm rods @ 100mmc/c over the walls of drain including preparation of base for proper level for ease flow of water and both side of precast will be filled by cc 1:1.5:3 including side shuttering etc. complete in all respect as per direction of Engineer-in-charge. |
| 9 | b) Providing and fixing of 60mm thick, perforated, Pre cast RCC drain cover of size 600 x 300 x 80 mm for D- area with 1"" dia (8 to 12 nos. round hole) with 8mm rods @ 100mmc/c over the walls of drain including preparation of base for proper level for ease flow of water and both side of precast will be filled by cc 1:1.5:3 including side shuttering etc. complete in all respect as per direction of Engineer-in-charge. |
| 10 | 8 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 11 | 9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 12 | 10 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 13 | 11 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 14 | 12 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 15 | 13 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 16 | 14 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. a) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 17 | 15 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 MC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 18 | 16 Providing and applying tack coat using cold bitumen emulsion including spraying the bitumen with mechanically operated spray unit fitted on bitumen with preparing the existing road surface as per specifications: a) On W.B.M / W.M.M. @ 0.4kg/sqm |
| 19 | b) On bituminous surface @ 0.25kg/sqm |
| 20 | 17 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 21 | 18 Providing and laying Bituminous macadam strictly as per World Athletics (earlier IAAF) Guidelines under the supervision of Synthetic track manufacturer representative/engineer on prepared surface with specified graded crushed stone aggregate for profile corrective base/binder course including loading of aggregate with FE loader and hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tipper to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per MORTH specifications, to achieve the desired density and compaction, but excluding the cost of primer /tack coat all complete as per the directions of Engineer-in-Charge. a) 50/75mm average compacted thickness with bitumen of 60/70 grade @ 3.5% (percentage by weight of total mix) |
| 22 | 19 Providing and laying Bituminous concrete strictly as per World Athletics (earlier IAAF) Guidelines under the supervision of Synthetic track manufacturer representative/engineer using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, all complete as per the directions of Engineer-in-Charge. a) 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity all complete as per the directions of Engineer-in-Charge. |
| 23 | 20 Removing and Refixing the existing old Drain Covers of size 600x450x80 mm all complete as per the directions of Engineer-in-Charge. |
| 24 | 21 Dismantling manually/ by mechanical means of brick bats etc. laid in the existing athletic tracks of average thickness 30 cm including stacking of serviceable material and disposal of unserviceable material within 50 metres lead all complete as per the directions of Engineer-in-Charge. |
| 25 | 22 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe |
| 26 | 23 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe |
| 27 | 24 Providing & Laying minimum 15 cm thick RCC cement concrete slab over the existing sub base with a nominal mix of 1:1:2 (1 cement: 1 coarse sand:2 Graded stone aggregate 20 mm nominal size) for fixing throwing circles for Discus/ Hammer / Shot-put in required diameter/size including cost of expanded metal mesh of size 20 x60mm strands, 3.25 mm wide, 1.6mm thick, weight 3.64 kg per sqm as reinforcement ,centering and shuttering and cost of fixing the required throw circle rings for discuss/ hammer/ shot-put with necessary fixing arrangement and providing and fixing brass tube of 4mm dia centering hole and providing and laying required drain pipes in desired position and level with all arrangement necessary all complete as per requirement /specification laid down by IAAF And as per direction of engineer in charge. The finished surface of concrete base RCC slab shall have required non skid / non slippery finish and gradient as per requirements / specifications.(the cost of throwing circle rings is not included in this item and shall be paid as part of competition equipment). |
| 28 | 25 Providing and laying World Athletics Approved Synthetic Athletics Track FULL PUR system minimum thickness not less than as prescribed in World Athletics Track & Field Facilities Manual, 2019 including line marking and obtaining class II certification from World Athletics. The certificate must mention the thickness of the product. The product must be free of Volatile Organic compound (report should be attached with the specs). FULL PUR System duly World Athletics certified, spread with SBR (recycled rubber) in first 2 layers and colored EPDM Granules in final layer must be water impermeable layer consist of bound sub base (closed asphalt), for rubber granules 1-4 mm fixed with a cast coating 4 mm per layer & structured cast coating of appropriate thickness SPREAD WITH EPDM 1-4 MM. System should fulfill the following properties - Water impermeable, Pore-filled, self leveling, joint less, granulated surface for anti slip properties can handle constant stresses by spikes, dynamic elasticity, excellent appearance & colours, including markings on the surface all complete as per requirements/ specifications laid down by World Athletics all complete as per the directions of Engineer-in-Charge. |
| 29 | 26 Providing and fixing of World Athletics (earlier IAAF) Approved Field Equipments. (Cost of concrete to be paid extra) a) Pole-vault boxes with cover Made by Stainless Steel World Athletics Certified. |
| 30 | b) Take off board with aluminium tray The “Competition Take Off tray” (122 x 34 x 10 cm) take off tray - It is made from aluminium special profile which supports the training or competition inserts. T122x 34x 10 cm. Height adjustable and lockable The “Competition Take Off System” (122 x 34 x 10 cm) take - off board provides maximum flexibility. It is made from aluminium special profile which supports the training or competition inserts. The dimension fits perfectly the installation trough and is equipped with stainless steel vertical adjustment bolts to level the take-off board, and with horizontal ones to secure it to the installation trough, preventing it from moving during use. The take-off area is a wear and tear part and can be replaced separately. – Lockable- Height adjustable40156: replacement take off area 200 x 1220 x 15 mm for competition take off board. |
| 31 | c) Take off board with Synthetic tray The “Competition dummy boards” (122 x 34 x 10 cm) take - It is made from aluminium special profile with synthetic top which supports the training or competition inserts.T122x 34x 10 cm. Height adjustable and lockable The “Competition Take Off System” (122 x 34 x 10 cm) take - of board provides maximum flexibility. It is made from aluminum special profile which supports the training or competition inserts. The dimension fits perfectly the installation trough and is equipped with stainless steel vertical adjustment bolts to level the take-off board, and with horizontal ones to secure it to the installation trough, preventing it from moving during use. The take-off area is a wear and tear part and can be replaced separately. – Lockable- Height adjustable 40156: replacement take of area 200 x 1220 x 15 mm for competition take off board. |
| 32 | d) Shot Put rings with Stop Board, Made from Synthetic Material, White World Athletics certified. |
| 33 | e) Hammer Cum Discuss RING World Athletics certified to be used in Hammer cage |
| 34 | f) Discuss Ring World Athletics certified to be used in Discuss cage. |
| 35 | g) Aluminum Kerbing Made from Special Anodized Aluminum Width: 60 mm, height 50 mm, length 5.00 m A standard set consist of34 pcs straight ( 5 m)46 pcs curved radius 36.5 m ( 5 m)90 pcs base cover 120 mm90 pcs top cover 120 mm250 pcs base cover with hole 60 mm 500 pcs base cover without hole 60 mm 250 pcs stainless steel pin 6 mm250 pcs socket for stainless steel pin made from aluminium. |
| 36 | h) Water jump hurdle for steeple chase length 3.66m Made by special hardened synthetic materials Adjustable for men & women With vertical adjustment 76.2 to 91.4 cm. |
| 37 | i) Hammer cage with socket Model Walk Draw Gate 7 - 10 m high (Ground socket System)Model Walk Draw Gate Made from special alumnium profile 120x 100x 4/6 m. 4 piece 10 m post comes with special insert profile for better stability. Included pull-up device, net and spacer. Complies with IAAF Rule 192, Net import from Europe. Adjustment of net opening done by guide rail. (This cage is without Gate).Delivered with ground sockets. |
| 38 | j) Discuss cage with socket4.3 to 6.3 m Height(New IAAF Rule from 2020) Made by Aluminum The 7 uprights for this safety cage are made from aluminum Profiles (Ø120 x 100 mm, wall thickness 2.5 mm) Included safety net (made in Europe) and pull up devices1 and 2 post in front is 6.3 m height. |
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