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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Supply and installation of FIBA approved and IAAF Approved Lab Tested synthetic polyurethane (PU) system for Jogging Track. The product must have 16 mm total thickness with base layer (Recycled Rubber Granules) of 8mm thickness and top layer {Ethylene Propylene Diene Monomer (EPDM)} of 8mm thickness respectively and should conform to the technical specifications: having Force Reduction between 36%-40%, Vertical Deformation 1.3-1.7mm, Permeability 0.058-0.06 cm/s, tensile strength 0.55-.0.57 N/mm2 to be laid on prepared sub base with line markings as per FIBA guidelines and as per the instructions of the Engineer In-Charge complete in all respect. Materials used should be from IAAF/WA approved manufacturer only.(Make - Conica/Rekortan/Porplastic/ Stobitan) |
| 3 | Upkeep/ Maintenance of the synthetic polyurethane (PU) system for Jogging Track through deployment 02 Nos manpower (each day) and machine. Routine inspection like removal of debris, objects, metal, etc. from Walking/Jogging Track. One time a month dry cleaning by blower and Water Cleaning by using water jet Four times a year. minor repair work of jogging track (synthetic material should be inclusive). For 01st year |
| 4 | Upkeep/ Maintenance of the synthetic polyurethane (PU) system for Jogging Track through deployment 02 Nos manpower (each day) and machine. Routine inspection like removal of debris, objects, metal, etc. from Walking/Jogging Track. One time a month dry cleaning by blower and Water Cleaning by using water jet Four times a year. minor repair work of jogging track (synthetic material should be inclusive. For 02nd year |
| 5 | Upkeep/ Maintenance of the synthetic polyurethane (PU) system for Jogging Track through deployment 02 Nos manpower (each day) and machine. Routine inspection like removal of debris, objects, metal, etc. from Walking/Jogging Track. One time a month dry cleaning by blower and Water Cleaning by using water jet Four times a year. minor repair work of jogging track (synthetic material should be inclusive. For 03rd year |
| 6 | Upkeep/ Maintenance of the synthetic polyurethane (PU) system for Jogging Track through deployment 02 Nos manpower (each day) and machine. Routine inspection like removal of debris, objects, metal, etc. from Walking/Jogging Track. One time a month dry cleaning by blower and Water Cleaning by using water jet Four times a year. minor repair work of jogging track (synthetic material should be inclusive. For 04th year |
| 7 | Upkeep/ Maintenance of the synthetic polyurethane (PU) system for Jogging Track through deployment 02 Nos manpower (each day) and machine. Routine inspection like removal of debris, objects, metal, etc. from Walking/Jogging Track. One time a month dry cleaning by blower and Water Cleaning by using water jet Four times a year. minor repair work of jogging track (synthetic material should be inclusive. For 05th year |
| 8 | Laying and Jointing PVC Pipe. Heading |
| 9 | [4.7.1.1] 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 and lift up to 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 50m lead [Through Rate] |
| 10 | [6.1.6] Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 11 | [6.1.1] Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:1½:3 (1 Cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 12 | [6.39.1] Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). [Through Rate] Please Enable Macros to View BoQ information |
