Tender For Survey, Investigation, Design, Construction, Testing, Commissioning Of Id Structure, Conveyance System With 20 Mld Main Pumping Station To Lift And Discharge Municipal Wastewater To Proposed 15 Mld Stp In Bargarh Municipality Including Ope
Tender Value
27.51 Crore
Estimated cost
Bid Submission
31 Aug 2026
12 days left
EMD
27.50 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bargarh → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Survey, Investigation, Design, Construction, Testing, Commissioning Of Id Structure, Conveyance System With 20 Mld Main Pumping Station To Lift And Discharge Municipal Wastewater To Proposed 15 Mld Stp In Bargarh Municipality Including Operation And Maintenance For 10 Years
BOQ
| Sl. No. | Item Description |
| 1 | Supplying all labour, T&P for earth work excavation in all kind of soil (Ordinary, hard,stoney earth, slushy) for I & D work structures i.e Inlet Channel, Recieving Channel, Screen Chamber, Grit Chamber, Disposal Chamber, Outlet Channel & 600mm-ø conduit link, etc, with all lead and lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m min. depth, baricadding, watch & ward, lighting, bailing out water(if required) etc. all complete as per approved design & drawing, IS/PH Specification, as per terms and condition, scope of work & technical Specification stipulated in the DTCN and direction of the Engineer-in-charge |
| 2 | I&D Nadipada (L) |
| 3 | I&D Nadipada (R) |
| 4 | I&D Balitikra (R) |
| 5 | Supplying all materials, labour, T&P for backfilling of foundation works of I & D structures (below foundation) i.e Inlet Channel, Recieving Channel, Screen Chamber, Grit Chamber, Disposal Chamber, Outlet Channel & 600mm-ø conduit link, etc. with 300mm thick filling river sand including watering and compacting with cost, conveyances, royalties, taxes etc. all complete as per approved design & drawing, IS/PH specification as per terms and condition, scope of work & technical Specification stipulated in the DTCN and direction of Engineer-in-Charge. |
| 6 | I&D Nadipada (L) |
| 7 | I&D Nadipada (R) |
| 8 | I&D Balitikra (R) |
| 9 | Supply of all material,labour and T&P for Plain Cement Concrete (1:3:6 ) works with 4cm size CB hard granite metal for foundation works of I & D structures i.e Inlet Channel, Recieving Channel, Screen Chamber, Grit Chamber, Disposal Chamber, Outlet Channel with cost, conveyances, royalties, taxes etc. all complete as per approved design & drawing, IS/PH Specification as per terms and condition, scope of work & technical Specification stipulated in the DTCN and direction of the Engineer-in-charge. |
| 10 | I&D Nadipada (L) |
| 11 | I&D Nadipada (R) |
| 12 | I&D Balitikra (R) |
| 13 | Supply of all material,labour and T&P for Plain Cement Concrete (1:2:4 ) works with 12mm size CB hard granite chips/metal for bedding (Class-A)/cradle for 600mm-ø conduit link, including bailing out of water, conveyances, royalties, taxes etc. all complete as per approved design & drawing, IS/PH Specification as per terms and condition, scope of work & technical Specification stipulated in the DTCNand direction of the Engineer-in-charge. |
| 14 | I&D Nadipada (L) |
| 15 | I&D Nadipada (R) |
| 16 | I&D Balitikra (R) |
| 17 | Supplying all materials, labour, T&P for rigid and smooth centering and shuttering for RCC works of I & D structures i.e Inlet Channel, Recieving Channel, Screen Chamber, Grit Chamber, Disposal Chamber, Outlet Channel, partition walls, cross walls, base slabs,top slabs, projections, beam & Platform, etc. including false works and dismantling the same after casting with cost, conveyances, royalties, taxes etc. all complete as per approved design & drawing, IS/PH Specification as per terms and condition, scope of work & technical Specification stipulated in the DTCN and direction of Engineer-in-charge |
| 18 | I&D Nadipada (L) |
| 19 | I&D Nadipada (R) |
| 20 | I&D Balitikra (R) |
| 21 | Supply of all material and labour for R.C.C. work of M-25 grade with 20 mm and down grade black hard granite (Crusher Broken) stone chips including hoisting and laying etc. of I & D structures i.e Inlet Channel, Recieving Channel, Screen Chamber, Grit Chamber, Disposal Chamber, Outlet Channel, partition walls, cross walls, base slabs,top slabs, projections, beam & Platform, with cost, conveyances, royalties, taxes etc.all complete as per approved design & drawing, IS/PH Specification as per terms and condition, scope of work & technical Specification stipulated in the DTCN and direction of Engineer-in-charge |
| 22 | I&D Nadipada (L) |
| 23 | I&D Nadipada (R) |
| 24 | I&D Balitikra (R) |
| 25 | Dewatering of the working site with heavy duty pump for making feasible for construction including but not limited to excavation, concreting, Scaffolding, Shoring, centring and shuttering, pipe laying, jointing and other associated works relating to the project including all leads & lift, supply of all materials, labour, T&P etc. with discharge up to 200 mtr away from the site of construction and direction of Engineer-in-charge. The payment will be made commensurate with completion of length of the drain/ I&D structure upto completion of the project and as per direction of Engineer in charge. |
| 26 | Supplying all materials, labour and T&P for cutting, bending, binding & tying the grills and placing in position Tor Steel (HYSD) for reinforcement of RCC works of I & D structures i.e Inlet Channel, Recieving Channel, Screen Chamber, Grit Chamber, Disposal Chamber, Outlet Channel, partition walls, cross walls, base slabs,top slabs, projections, beam & Platform, including cost of steel and binding wire 18 to 20 gauge with cost, conveyances, royalties, taxes etc. all completeas per approved design & drawing, IS/PH specification as per terms and condition, scope of work & technical Specification stipulated in the DTCN and direction of Engineer-in-charge |
| 27 | I&D Nadipada (L) |
| 28 | I&D Nadipada (R) |
| 29 | I&D Balitikra (R) |
| 30 | Supplying all materials, labour T&P for Errection, Testing, Commissioning & Trial run of Medium Duty Manual Screen for I & D Structure. The inclined bar screen with 45 - 60 deg. inclination is stationary and is cleaned by manual Stainless steel rake which rakes the screens upwards to deposit the raked wastes to a perforated platform. The screening materials are lifted from plaform to outside through a SS bucket. This medium duty screen is provided with stainless steel of grade 304/316 flat bars of size 10mm x 50mm and spacing between bars as 25mm and welded to suitable SS frame with necessary SS stiffeners, guide channels and lifting handle, including cutting,welding, drilling, fitting, anchor fasteners, complete with SS guide channels embedded/ fixed in RCC sidewalls for Lifting & lowering of the screen during maintenance of screen. Screen with operating platform of 2.0m. wide and 2.0m. height with cost, conveyances, royalties, taxes etc. all complete as per approved design & drawing, IS/PH/ CPHEEO Manual, Specification as per terms and condition, scope of work & technical Specification stipulated in the DTCN and direction of Engineer-in-charge. |
| 31 | I&D Nadipada (L) (0.600 m x 2.830 m) |
| 32 | I&D Nadipada (R) (0.600 m x 2.830 m) |
| 33 | I&D Balitikra (R) (0.750 m x 2.830 m) |
| 34 | Supplying all materials, labour, T&P for Errection, Testing & Commissioning of CI/SS Sluice/Penstock Gates with cost, conveyances, royalties, taxes etc. all complete as per approved design & drawing, IS/PH Specification and direction of Engineer-in-charge. The design, technical data sheet, GA & CS drawings, separate drawing for block out details, QAP etc of Sluice gates/Penstocks and its accessories shall be submitted for approval by EIC before purchage and testing shall be made at factory site as per QAP. The material of construction shall be Cast Iron/Stainless Steel. NB: The Penstock Gates shall be fixed in Screen Chambers, Effluent Chamber. The Civil, Mechanical & Electrical Designs & Drawings shall be furnished in coordination for succesful Installation, Errection, Testing & Commissioning of the Penstock Gates. (i) Vertical lift Sliding Sluice Gate consisting of skin plate horizontal girder, End vertical girder, Stiffeners, seal flats, lifting brackets, pad base. (ii) 10mm thick MS plate of required size, bottom seal beam (1/2 cut ISMB 200 size) for MS Wall liner,6mm thick SS Plate of sill beam with SS seat & side seal SS seat of required size welded over wall liner and over bottom channel. (iii) Steel hoist bridge for single stem nut type screw gear box hoist consisting of supporting beams, cross beams, base plates and anchor bolts (iv) Unloading and shifting upto loaction of all components, 1st stage & 2nd stage embedment of parts consiting of sill beam, wall liners, track plates, vertical gate leaf (complete assembly), steel hoist bridge assembly (consisting of hoist platform, screw rod, lifting gear box, supporting beams, baseplates etc.). (v) Enamel painting of all structural components including cleaning, degreasing, handling, cost of paint, applying of 1 coat primer of 40 micron thick & 3 coats of final paint of 100micron each. |
| 35 | I&D Nadipada (L) |
| 36 | 0.750 m x 0.600 m |
| 37 | 0.600 m x 0.675 m |
| 38 | I&D Nadipada (R) |
| 39 | 0.750 m x 0.600 m |
| 40 | 0.600 m x 0.675 m |
| 41 | I&D Balitikra (R) |
| 42 | 0.900 m x 0.750 m |
| 43 | 0.750 m x 0.825 m |
| 44 | Intercepting Sewer pipe line: Supplying all materials, labour, equoiment, T&P etc. for laying, jointing, testing and commissioning of following size and depth range of Sulphate resistant RCC NP3 pipes, Rubber Gaskets and other Materials including excavation opf trenches, shoring and shuttering, providing cement concrete bedding type Class-A to intercepting sewer as per CPHEEO manual, backfilling the trenches with the excavated earth/sand, testing the sewer section and mending good the damages to the structures damaged during construction work if any, relocating the utilities and removal of surplus excavated metarial and disposal there of at identified location etc. work with cost, conveyances, royalties, taxes etc. all complete as per terms and condition, scope of work & technical Specification stipulated in the DTCN, IS codes & CPHEEO Manual etc., as per direction of Engineer-in-charge. |
| 45 | For 800 mm dia RCC NP3 (with HDPE lining) intercepting sewer in following depth |
| 46 | 2.5 m - 3.0 m |
| 47 | 3.0 m - 3.5 m |
| 48 | 3.5m - 4.0 m |
| 49 | 4.0 m - 4.5 m |
| 50 | 4.5m - 5.0 m |
| 51 | For 1000 mm dia RCC NP3 (with HDPE lining) intercepting sewer following depth |
| 52 | 2.5 m - 3.0 m |
| 53 | 3.0 m - 3.5 m |
| 54 | 3.5m - 4.0 m |
| 55 | 4.0 m - 4.5 m |
| 56 | 4.5 m - 5.0 m |
| 57 | Construction of Manholes : Supplying all materials, labour, tools and plant for construction of Circular Manhole Chambers with R.C.C top slab in M-25 concrete with 20 mm size granite chips and RCPC Manhole cover and ring (HD 20/HD 35 as per IS Code 12592), earth work in all kinds of soil and dewatering as required including shoring & shuttering, minimum 300 mm thick foundation concrete in RCC M-25 (1:1: 2) with 20mm size granite chips down (to be designed considering uplift pressure) and R.C.C wall in M-25 concrete from Ground Level to desired depth including rigid and smooth centering & shuttering, 20mm thick internal side wall plastering with cement mortar 1:4 for RCC work , benching with cement concrete M-15 (1:2:4) with 12mm hard granite CB chips for connecting sewers, supplying all fittings including PVC encapsulated MS Rungs @ 300mm c/c ,/ Pre-cast RCC manholes of approved maufactures testing and commissioning, refilling with excavated material, disposing off surplus material, barricading, lighting, watch & ward including all cost, conveyances, royalties, taxes and incidental charges thereof etc. all complete as per approved design and drawing,IS 4111-I/IS 456/IS 3370-I, II, IV/PH Specification and as per scope of DTCN and direction of Engineer- in- charge (from ground level to invert) |
| 58 | 1500 mm dia manhole |
| 59 | 3.0 m - 3.5 m depth from GL to invert |
| 60 | 3.5 m - 4.0 m depth from GL to invert |
| 61 | 1800 mm dia manhole |
| 62 | 3.5 m to 4.0 m depth from GL to invert |
| 63 | 4.0 m - 4.5 m depth from GL to invert |
| 64 | 4.5 m to 5.0 m depth from GL to invert |
| 65 | Dewatering of the working site with heavy duty pump for making feasible for construction including but not limited to excavation, concreting, Scaffolding, Shoring, centring and shuttering, pipe laying, jointing and other associated works relating to the project including all leads & lift, supply of all materials, labour, T&P etc. with discharge up to 200 mtr away from the site of construction and direction of Engineer-in-charge. The payment will be made commensurate with completion of length of sewer line and manhole of the total project and as per direction of Engineer in charge. |
| 66 | Main Pumping Station of capacity 20 MLD : Design, Construction, Supply, Installation, testing, comissioning and trial run of 20 MLD Capacity Main Pumping Station to lift & discharge Municipal Used Water/ Waste Water to proposed 15 MLD STP at Bargarh Town including all civil, electrical (including but not limited to installation of transformer with switchyard, drawal of HT line within 200 meter, power connection, internal electrification and all component required to run the pumping station), Mechanical, Instrumentation, controll and automation items all complete as per terms and condition, scope of work & technical Specification stipulated in the DTCN, IS codes & CPHEEO Manual etc., as per direction of Engineer-in-charge |
| 67 | Cost of operation and maintenance of the work for 20 MLD Pumping Station for 10 Years including the cost of maintenance of civil, electrical, mechanical, instrumentation, control & automation units, cost of manpower, POL, chemicals, consumables and spares etc. (but excluding the cost of energy) all complete as per terms & conditions, scope of work and specification stipulated in the DTCN for as per direction of Engineer-in-charge |
| 68 | Cost of operation and maintenance of I&D Structures and intercepting sewers and manholes for 10 Years including the cost of maintenance of civil, Mechanical, cost of manpower, POL, consumables and spares etc. all complete as per terms & conditions, scope of work and specification stipulated in the DTCN and as per direction of Engineer-in-charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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