Water Resources Department-WRD has published Preparation Of Detailed Project Report For Enhancement Of Capacity Of Bharai Feeder And Its System. Submission Date for this Tender is 21-01-2021. Detail Project Report Tenders in Nathdwara Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Prepration of Detailed Project Report for enhancement of capacity of Bharai Feeder and its system | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Survey work with total station and preparation of L- section showing level @ 30 meter and X-section with levels at suitable interval clearly showing shape of canal, X-section should be extended both side 10m beyond bank toe/borrow area. The location of C.D. works direct out lets (with size & nos.) / cuts, regulations and existing lining (type and extent) be marked (this shall be done separately for each main canal, branches/minors/sub minors). Listing of present status of existing structures and lining reaches indicating visible distress conditions complete in all respect with material including jungle clearance required for survey work. Digital plotting of drawings with scale 1:2500 (H) and 1:100 (V) for L-sections and 1:100 (H&V) for cross sections for main canal / branches and 1:50 for distributaries and minor/sub-minors including all ancillary works as described in specifications and conditions of contract. | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | For Existing canal having discharge up to 10 cusec | 83.6 | 3 | Km |
| 3 | 1.02 | For Existing canal having discharge >11 & up to 25 cusec | 43.68 | 27.75 | Km |
| 4 | 1.03 | For Existing canal having discharge> 26&up to 100 cusec | BI01010001010000000000000515BI0100001116 | 23.4 | Km |
| 5 | 1.04 | For Existing canal having discharge> 101 & up to 200 cusec | BI01010001010000000000000515BI0100001117 | 37.5 | Km |
| 6 | 2 | Preparation of draw-off statement/design of canal section and all structures and if modification needed anywhere be suggested and incorporating it in preparation of draw-off statement, design, drawing etc for complete canal system in all respect with material | BI010100010100400000000000515BI0100001118 | 78.45 | Km |
| 7 | 3 | Survey work in a grid at defined interval using Total Station instrument and preparation of Block level plan showing all permanent features/ utilities including trees, for planning of dam/ canal / water course / pipe network alignment and superimposing it on digitalized sajra map and developing contours at interval desired by Engineer Incharge. Block level plan is to be submitted in hard copy three set and soft copy in Auto Cad format, using layer system, showing all features.Note:- Khasra map will be provided by Department\nIn hilly / semi hilly area - Block level to be taken @ 15 meter grid | BI0101000101000000520000000515BI0100001118 | 52.95 | Ha |
| 8 | 4 | Coloured Printing of Map on Bond Paper A0 sized Paper | BI01010001010000000000000515BI0100001119 | 10 | Each |
| 9 | 5 | Scanning of Map and providing soft copy to the department A0 size Map | BI01010001010000000000000515BI0100001120 | 10 | Each |
| 10 | 6 | Survey work of existing dam taking level @ 30 meter longitudinal spacing for L-section and 5 meter transverse spacing for X-section and preparation of L- section showing top of embankment, u/s & d/s toe level, sluice, spilling arrangement of existing dam and X-sections indicating location and extent of pitching, sluice, face wall, filter toe, berms etc. To prepare and provide top plan and X-section section of existing spilling arrangement (overflow/by wash) showing details of protection works/aprons, training wall, guide wall with block level plan with levels @ 10 meter grid covering 50m u/s and 100m d/s area.Listing of visible distress in dam -section and spill and sluice arrangements is to be provided with this survey. Drawing of plan and sectional elevation of existing sluice, indicating u/s approach well, barrel and d/s toe wall up to joining of main canal indicating gate/operation system arrangement. | BI01010001010000000000000515BI0100001121 | ||
| 11 | 6.01 | Height of Dam less than 10 meter from lowest nalla bed (For existing Dam) | BI01010001010000000000000515BI01020001122 | 2.16 | Km |
| 12 | 6.02 | Height of Dam more than 10 meter from lowest nalla bed (For existing Dam) | BI0101000101220000000000000515BI0100001123 | 1.98 | Km |
| 13 | 7 | 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 | 1 | Each Project | |
| 14 | 8 | 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. | 1 | Each Project | |
| 15 | 9 | 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. | 80 | Each |
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