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| 1 | ITEMS |
| 2 | Preparation and submission of final Detailed Project Report for rehabilitation of minor irrigation projects incorporating suggesation / observation of approving authorities pointed out on draft report in three set of hard copy with drawings and soft copy. |
| 3 | Preparation and submission of the Draft Detailed Project Report for rehabilitation of minor irrigation projects, excellent printed and binded set including all technical features design, drawings, cost estimates etc. complete in all respect as per guide lines of department in one set of hard copy and soft copy |
| 4 | Computation of peak flood, routed flood and checking of the adequacy of flood discharge, capacity of existing spill arrangement. In case of existing spill arrangements are found inadequate, the alternative proposals for increasing spill capacity without changing the existing MWL or encroaching the free board be suggested |
| 5 | 16.8 Transfer of bench mark either by DGPS or using auto level (double levelling) by recording levels at 30 meter interval and marking temporary bench mark at suiatble location. For DGPS survey raw data file and for auto level survey, level book along with value of bench mark, location and plotting of the survey data is to be submitted to the department. 16.8.2 In semi hilly area |
| 6 | 16.8 Transfer of bench mark either by DGPS or using auto level (double levelling) by recording levels at 30 meter interval and marking temporary bench mark at suiatble location. For DGPS survey raw data file and for auto level survey, level book along with value of bench mark, location and plotting of the survey data is to be submitted to the department. 16.8.3 In plain area |
| 7 | 16.7.1 Coloured Printing of Map on Bond Paper 16.7.1.1 A0 - Paper size |
| 8 | 16.7.1 Coloured Printing of Map on Bond Paper 16.7.1.2 A1 - Paper size |
| 9 | 16.7.1 Coloured Printing of Map on Bond Paper 16.7.1.3 A2 - Paper size |
| 10 | 16.7.1 Coloured Printing of Map on Bond Paper 16.7.1.4 A3 - Paper size |
| 11 | Construction of Pucca bench mark, muttam of size 30x30x75 cm in cement concrete (1:3:6) with maximum aggregate size of 40 mm with 75 cm long MS angle , size 25x25x5 mm embedded including curing transportation and fixing at site etc. complete with all leads & lifts. |
| 12 | Water Sector Engineering Expert (along with GIS operator) having experience more than 25 years in engineering field, for providing expert opinion on use of GIS software in canal Network Planning, Water Management, Hydrology and submitting detailed task report and presentation of report. |
| 13 | 16.7.3 Scanning of Map and providing soft copy to the department 16.7.3.1 A0 - size Map |
| 14 | 16.7.3 Scanning of Map and providing soft copy to the department 16.7.3.2 A1 - size Map |
| 15 | 16.7.3 Scanning of Map and providing soft copy to the department 16.7.3.3 A2 - size Map |
| 16 | 16.7.3 Scanning of Map and providing soft copy to the department 16.7.3.4 A3 - size Map |
| 17 | Digitization of Jamabandi and providing excel sheet to the departmentNote: Jamabandi Register will be provided by Department |
| 18 | Establishing the Bench Mark with latitude and longitude by DGPS keeping instrument stand still for a period (minimum 6 Hr) to give coordinate accurate to 1m X 1 m and level accuracy 10 mm (plus or minus is achieved) Please Enable Macros to View BoQ information |
