Municipal Corporation-MC has published Tender For Design And Construction Of Check Dam On Giri River To Control Silt Load And Turbidity At The Raw Water Stage Of Lwss To Shimla Town From Giri River Distt Shimla H P. Submission Date for this Tender is 21-11-2022. Check Dam Tenders in shimla Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-Nov-2022 | Corrigendum | Other | 21-11-2022 |
| Sl. No. | Item Description |
| 1 | Survey and and Design . |
| 2 | Carrying out Topographical Survey for determination of relative elevation, depth, contour lines, and other physical characteristics of the land; thereby extracting information for land planning, development, and infrastructure construction complete as per direction of Er-in-charge |
| 3 | Geological investigation to find out rock/ soil Features, fold -faults, map rock formations, collect rock samples and fossils, or measure the physical properties of that area complete as per direction of Er-in-charge . |
| 4 | Geophysical investigation Carrying out subsurface investigations that are non-invasive and determination of aquifer thickness, determination of top of the sloping aquifer andphysical properties of soil complete as per direction of Er-in-charge |
| 5 | Hydrological studies, Hydraulic Design and DetailedStructure Design for FEM analysis of structureand Drawingsof all components of water storage arrangementand provide 3.0 sets of approved drawing and design dully vetted from NIT Hamirpur or PEC Chandigarh or IIT Roorki ,Mandi for approval from competent auhority complete in all respespects . |
| 6 | Civil Work |
| 7 | Intake Structure |
| 8 | Excavation in foundations, trenches, etc., in earthwork, lift up to all depthsstacking the excavated soil within all leads/liftsclear from the edge of excavation & returning the stacked soil in 15 cm. layers, when required into plinths sides of foundations etc.consolidating each deposited layer by ramming & watering & then disposing of all surplus excavated earth as directed within all leads/liftsall kinds of soils complete in all respect as per entire satisfaction of Engineer in Charge. |
| 9 | Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth complete in all respects as per direction of Er-in-charge . |
| 10 | Providing and laying cement concrete M20 (1cement:1.5sand:3graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work complete in all respects as per direction of Er-in-charge . |
| 11 | Providing and laying cement concrete workusing concrete mix of M-25 withgraded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work plain concrete work. as per H.P.P.W.D specifications.complete in all respects as per direction of Er-in-charge . |
| 12 | Providing mild steel/tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level complete in all respects as per direction of Er-in-charge . |
| 13 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring shuttering ,strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceilingnot exceeding 4 mtrs. andremoval of the same for in situ reinforced concrete and plain concrete work in:- |
| 14 | For Base |
| 15 | Vertical surfaces such as walls |
| 16 | Steel work welded in built up sections, including cuttingsections, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint In gretings, framed guards, bars ladders railingsbrackets and similar works complete in all respects as per direction of Er-in-charge . |
| 17 | Earth filling / Boulder Filling |
| 18 | Earth fillingcomplete in all respects as per ditection of Er-in-charge . |
| 19 | Boulder Filling complete in all respects as per direction of Er-in-charge . |
| 20 | Shotcreting items without wire mesh |
| 21 | 100mm thick complete in all respects as per direction of Er-in-charge . |
| 22 | 50mm thick complete in all respects as per direction of Er-in-charge . |
| 23 | Shotcreting items with wire mesh complete in all respects as per direction of Er-in-charge . |
| 24 | Dewatering of ground water during construction period complete as per direction of Er-in-charge |
| 25 | Stones filled with wire crates |
| 26 | Sand filling below the gabion structure for the smooth surface complete as per direction of Er-in-charge . |
| 27 | Wire crate of G.I. Wire filled with boulders with square-cut faces against the wire (Boulder filling to be measured and paid for separately. : GI wire 5 mm thick corresponding to SWG-6 with mesh size 25 cm X 7.50 cm.complete as per direction of Er-in-charge . |
| 28 | Wire crate of G.I. Wire filled with boulders with square-cut faces against the wirecomplete as per direction of Er-in-charge . |
| 29 | Laying Geo-Fabric filters having the type of Non-Woven with an opening size of 140 microns and thickness of 2 mm or more complete as per direction of Er-in-charge . |
| 30 | Instrumentation required for construction place including remote control of valves to ensure smooth operations while opening and closing complete as per direction of Er-in-charge . |
| 31 | Miscellaneous items for control room building for installation of the equipments / instrumentation required for operation og the check dam alongwith office furniture / PC etc for the staff complete in all respects as per direction of Er-in-charge . |
| 32 | Miscellaneous works like site clearances drilling grouting CI ,Pipes&Water stops ,Geo grid ,Geotextiles ,railing,LDPE Sheet ,Rcc pipe with collar porous concrete, tar paper masonary work, architectural works construction joint, treatment, generel lighting, various tests and instrumentation ,stone pitching complete .. |
| 33 | Miscellaneous |
| 34 | (i) Construction power arrangement for construction of civil works and for camp sites and workshop etc.during the construction period. (ii) Cost of establishment of gauge and discharge observation station. (iii) Cost of water supply, sewage disposal and drainage. (iv) Fire fighting equipment, telephone, wireless and communication facilities. (v) Other items such as visit of dignitaries, technical record of works, power supply, compensation to workmen,writing of completion report and history of project etc.complete . |
| 35 | Construction of Approach Road |
| 36 | Construction of approach road 5/7 mtr wide indluding metalling / tarringandretaining / Breast Walls ,x-drainage complete in all respects as per direction of Er-in-charge . |
| 37 | Hydromechanical works for supply of water up to Giri water works of SJPNL ( The specifications of following items from 1 to 7 shall be as per approved design and drawing by Er-in-charge ) |
| 38 | Under Sluice Gate |
| 39 | Embedded Parts |
| 40 | Gate Leaf |
| 41 | Structrural Steel for Hoist Bridge |
| 42 | Rope Drum hoist |
| 43 | Spillway Gates |
| 44 | Embedded Parts |
| 45 | Gate Leaf |
| 46 | Structrural Steel for Hoist Bridge |
| 47 | Rope Drum hoist |
| 48 | Stoplog Gates |
| 49 | Embedded Parts for 4 grooves |
| 50 | Gate Leaf comprising 5 tiers |
| 51 | Structrural Steel for Hoist Bridge |
| 52 | EOT |
| 53 | Lifting Beam |
| 54 | Trash Rack |
| 55 | Trash Rack tiers / pannels |
| 56 | Embeded parts |
| 57 | Intake Stoplog Gates |
| 58 | Embedded Parts |
| 59 | Gate Leaf |
| 60 | Hoist Arrangement |
| 61 | Steel pipe & valve along with its accessories |
| 62 | Steel pipe |
| 63 | Seamless |
| 64 | MSREW PIPE |
| 65 | Glove valve including accessories |
| 66 | LT Pannel ,Dg set & Cabling for power supply for operation of HM Components |
| 67 | Operation & Maintenance |
| 68 | Operation & Maintenance of Chak Dam by regularly operating the Valves / Gates to ensure control of silt load and turbidity in the head works / Raw water Sump Well oflift water supply schme from Giri . The operator shall ensure periodical maintenance of all the equipments for effective control of silt and tubidity as per direction of Er-in-charge . |
| 69 | (i) First year |
| 70 | (ii) Second year |
| 71 | (iii) Third year |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
