New Delhi Municipal Council-NDMC has published Profile Correction And Strengthening Of Jogging Track Behind Satya Sadan Under Area Of Nehru Park Service Centre . Repair And Maintenance Of Infrastructure Assets In R-Iv Division During 2020-21 . Sub-Head- Profile Correction And Strengthening Of Joggi. Submission Date for this Tender is 11-06-2020. Road Work Tenders in NDMC Area Delhi. Bidders can get complete Tender details and download the document.
| Name of work:-Repair and Maintenance of Infrastructure Assets in R-IV Division during 2020-21. Sub-Head:- Profile correction and strengthening of jogging track behind Satya Sadan under area of Nehru Park Service Centre. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineerin-Charge. | BI01010001010000000000000515BI0100001113 | 400 | Metre |
| 2 | 2 | Cutting WBM surface including removing vegetation and inequalities not exceeding 7.50 cm deep etc.and disposal of unserviceable dismantled material within 50 metre lead and stacking of serviceable material. | 143 | Cubic Metre | |
| 3 | 3 | Relaying of existing material of water bound received from the site including compaction with 8-10 tonne vibratory Roller etc. complete as per direction and entire satisfaction of engineer-in-charge.( Material of WBM shall be supplied free of cost by the department) | 143 | Cubic Metre | |
| 4 | 4 | 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 manual or mechnical means on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 45 | Cubic Metre | |
| 5 | 5 | Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 2 | Cubic Metre | |
| 6 | 6 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) | 400 | Metre | |
| 7 | 7 | Carriage of manufactured sand by mechnical transport from the NDMC store to site within 10 Km lead including loading unloading and stacking of material etc. complete as per direction and entire satisfaction of engineer-in-charge. | 23 | Cubic Metre | |
| 8 | 8 | Racking out the joints of kerb stone of size 300x300x150mm and pointing the joints upto required depth with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge | 600 | Metre | |
| 9 | 9 | Spreading of Manufactured Sand and compaction with Hand Roller/Road Roller upto 12mm thick on jogging track with required mositure as per the direction and entire satisfaction of engineer-in-charge. | 1900 | Square Metre |
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