Survey Work Of Chhaparwara Dam And Submergence Area For Drip Dpr Preparation, Jaipur-Rajasthan

Survey Work Of Chhaparwara Dam And Submergence Area For Drip Dpr Preparation , Preparation Of L- Section Along U / S Toe , Top Of Embankment And D / S Toe Line Of Existing Dam With Drawing Of X-Sections At Every 30 M Interval , Indicating Location And Extent Of Pitching , Sluice , Face Wall , Filter Toe , Berms . Listing Of Visible Distress In Dam -Section And Spill And Sluice Arrangements . Drawing Of Plan And Section At Elevation Of Existing Spill Arrangement ( Overflow / By Wash ) Showing Details Of D / S Protection Works / Aprons With Block Level Plan At 10 M Grid Covering Area 50 M U / S And 100 M D / S . 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 . ( A ) Height Of Dam Less Than 10 Meter From Lowest Nalla Bed ( For Existing Dam ) , Survey With Total Station Instrument And Preparation Of L - Section And X-Section At Every 10 M Interval , X-Section Should Extend On Both Side Up To 5M To 20M Beyond Of 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 . ( For Existing Canal Having Discharge 201 To 500 Cusecs ) , To Conduct Submergence Survey With Total Station Instrument And Prepare 0 . 50 M Interval Contour Plan Including All Ancillary Works As Described In Specifications And Conditions Of Contract . A ) On Shajra Map With Marking Of Existing Frl , Mwl , Mddl Contours And Dam Alignment . Prepare Area-Elevation And Storage -Elevation Curves And Tables . , Preparation And Submission Of The Draft Detailed Project Report To Department On Good Quality Papers , Excellent Printed And Bonded Set Including All Technical Features Design , Drawings , Cost Estimates Etc . Complete In All Respect As Per Guide Lines Of Department In Original Sets , Preparation And Submission Of Final Detailed Project Report Including Suggestion Made By E&M Consultant And Department In Original Copies In Three Sets . , Procurement / Collection Of Soil Samples And Filling In Containers / Boxes And Transporting From Site To Laboratory For Testing With All Leads & Lift Complete Including All Charges And Indicating Location Of Borrow Area On Index Map . , Geological Investigation ( Where Directed ) Checking Of Retrogression Below Spill Arrangement And Suggesting Remedial Measures For Control Of Excessive Seepage From Foundation Or Body Of The Dam By The Geological Expert Having Experience More Than 15 Years And Submission Of Final Report .

INR 500 /-

INR 18240.0 /-

INR 9.12 Lakhs /-

Name of Work: Survey work of Chhaparwara Dam and Submergence area for DRIP DPR preparation
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Preparation of L- section along u/s toe, top of embankment and d/s toe line of existing dam with drawing of X-sections at every 30 m interval, indicating location and extent of pitching, sluice, face wall, filter toe, berms. Listing of visible distress in dam -section and spill and sluice arrangements. Drawing of plan and section at elevation of existing spill arrangement (overflow/by wash) showing details of d/s protection works/aprons with block level plan at 10 m grid covering area 50 m u/s and 100 m d/s. 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. (a) Height of Dam less than 10 meter from lowest nalla bed ( For existing Dam)	BI01010001010000000000000515BI0100001112	4.26	km
2	2	Survey with total station instrument and preparation of L - section and X-section at every 10 m interval, X-section should extend on both side up to 5m to 20m beyond of 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.(For existing canal having discharge 201 to 500 cusecs)	BI01010001010000000000000515BI0100001113	41.36	km
3	3	To conduct submergence survey with total station instrument and prepare 0.50 m interval contour plan including all ancillary works as described in specifications and conditions of contract. A)On Shajra map with marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves and tables.	BI01010001010000000000000515BI0100001114	2100	Ha
4	4	Preparation and submission of the Draft Detailed Project Report to department on good quality papers, excellent printed and bonded set including all technical features design, drawings, cost estimates etc. complete in all respect as per guide lines of department in original sets	BI01010001010000000000000515BI0100001115	1	Three sets
5	5	Preparation and submission of final Detailed Project Report including suggestion made by E&M consultant and department in original copies in three sets.	BI01010001010000000000000515BI0100001116	1	Three sets
6	6	Procurement /collection of soil samples and filling in containers/boxes and transporting from site to laboratory for testing with all leads & lift complete including all charges and indicating location of borrow area on Index Map.	BI01010001010000000000000515BI0100001117	65	per sample
7	7	Geological investigation (where directed) Checking of retrogression below spill arrangement and suggesting remedial measures for control of excessive seepage from foundation or body of the dam by the Geological expert having experience more than 15 years and submission of final report.	BI01010001010000000000000515BI0100001118	6	Per day