Tender For Construction And Commissioning Of Nature-Based Domestic Waste Water Treatment Plant Of (75 Kld) At Csir - Neeri, Nagpur
Tender Value
67.12 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
0 days left
EMD
1.34 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nagpur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction And Commissioning Of Nature-Based Domestic Waste Water Treatment Plant Of (75 Kld) At Csir - Neeri, Nagpur
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking or stacked materials. |
| 4 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 5 | Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (measurements to be taken of the face area timbered): Depth not exceeding 1.5 m |
| 6 | Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 3 m |
| 7 | Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered): Depth exceeding 3 m but not exceeding 4.5 m |
| 8 | Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level: 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All works upto plinth level Add or deduct for providing richer or leaner mixes respectively at all floor levels.Providing M-30 grade concrete by using 350kg /m3 of Cement per cum of concrete instead of M-25 grade B.M.C./RMC |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above Plinth level upto floor V Level. Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-30 grade concrete by using 350kg /m3 of Cement per cum of concrete instead of M-25 grade B.M.C./RMC. |
| 11 | Centring and shuttering including strutting,propping etc. and removal or form work for : Foundations,footings, bases Columns ( for PCC) |
| 12 | Centring and shuttering including strutting,propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete.( for Raft) |
| 13 | Centring and shuttering including strutting,propping etc. and removal of form for : Walls (any thickness) including attached pilasters.Butteresses, plinth and string courses etc. |
| 14 | Centring and shuttering including strutting,propping etc. and removal of form for : Suspended floors, roots, landings, balconies and access platform. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.: Thermo-Mechanically Treated bars (FE-500) |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.: Thermo-Mechanically Treated bars (FE-500) |
| 17 | 12 mm cement plaster 1:6 (1 cement: 6 fine sand) |
| 18 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and watering lead |
| 20 | Carriage of materials ( By Tipper )Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/ Kanker/ Moorum. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.(5 km) |
| 21 | Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position andapplying a priming coat of approved steel primer using structural steel, etc. as required. In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. |
| 22 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). |
| 23 | Bright finished or black enameled ISI marked IS:1341 mild steel pressed butt hinges 125x 65 x 2.12 mm |
| 24 | Welding by gas or electric plant incluidng transportation of gas/electric welding plant at site etc. complete. (For Butt Hinge) |
| 25 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (i)100 mm diameter. |
| 26 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm Diameter ( sump well to inlet chamber and sewage storage tank) |
| 27 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Stone Boulder 50 mm to 200 mm) |
| 28 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Stone Boulder 50 mm to 200 mm) |
| 29 | Coarse Sand (zone iii) |
| 30 | Brick work with clay flyash F.P.S (non-modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:4 (1 cement: 4 coarse sand ) |
| 31 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 32 | 60 mm thick C.C. paver block of M-35 grade with approved color design and pattern. |
| 33 | Supplying and placing plants of approved species ( in arrangement format - 6 Nos. per square meter) on the top surface of Ucw bed and in PlanteD SDB as per direction of NEERI. |
| 34 | Supply, Installation, Testing & commissioning of Gravity Sand Filtration system at site. Treatment Capacity 75 KLD (3.125m3/hr); Flow Rate : 3.125 m3/hr; MOC, sheet as per attached drawings. |
| 35 | Supply, Installation, Testing & commissioning of Activated Sand Filtration (ACF) system at site. Treatment Capacity 75 KLD (3.125m3/hr); Flow Rate : 3.125 m3/hr; MOC,‐ as per attached drawings. |
| 36 | Providing and fixing in position plants/sapplings in WPVC sheet for floating assembly as per direction of Engineer in Charge. |
| 37 | Storage tank 5000 litre capcity |
| 38 | Providing and fixing CPVC Ball valves, 100 mm dia in UCCW as per attached drawings |
| 39 | Providing and fixing CPVC Ball valves, 50 mm dia |
| 40 | Aluminium ladder Height 10 feet and width 2.5 feet. powder coating, |
| 41 | Providing and fixing in position Cast iron (CI). Manhole cover and frame of required shape and approved quality and shape 750x750 mm internal dimensions. For sump well |
| 42 | Providing SS hinges size 3 inches |
| 43 | Providing CPVC 4-way tee, 100mm dia in UCCW as per attached drawing |
| 44 | Providing CPVC 3-way tee, 100mm dia in UCCW as per attached drawing |
| 45 | Providing CPVC 3-way tee, 50mm dia in Sludge drying bed as per attached drawing |
| 46 | Providing CPVC 90°,short elbow 100mm dia in UCCW as per attached drawing |
| 47 | Providing CPVC 90°,short elbow 50mm dia in Sludge drying bed as per attached drawing |
| 48 | Providing CPVC Union fitting 100mm dia in UCCW as per attached drawing |
| 49 | Providing CPVC End cap 100mm dia in UCCW as per attached drawing |
| 50 | Providing CPVC Tank Connector 50mm dia in Sewage storage tank as per attached drawing |
| 51 | Providing coconut coir rope 10-20mm dia in floating assaembly unit of UFSCW |
| 52 | Supply, laying and spreading of boulder/moorum below plinth in uniform thickness of 200mm, hand picking, watering and compacting with plate vibrator to proper grade as per the direction of Engineer-in-charge. |
| 53 | E & M Works |
| 54 | Providing and setting up Hypo-Chlorite Dosing tank Capacity- 100 Ltr |
| 55 | Electric panel box |
| 56 | Single MCB switch |
| 57 | Providing Copper Wire for electric connection at the site(wire length and size may changed according to the site conditions) |
| 58 | Design, Supply, Installation, commissioning and testing with satisfactory test & trial of three phase fully submersible non-clog sewage lifting pumps for sewage transfer from sump well to Inlet tank. (1 working+1 standby) Capacity- 7.2 m3/hr - 11m3/hr Duty head - 10 Mtr HP – 1 Type - Submersible MoC - CI- ISI Marked |
| 59 | Cleaning of open surface near Nallah premies by removing the building rubbish / malba such as concrete wall / brick wall with the help of JCB and wire rope if required including loading,cleaning the other material as per the direction of engineer-in-charge. a) Hire charges for hydraulic excavator, (3D) with driver and fuel charges) |
| 60 | Chemical requirment |
| 61 | Dozing of Hypo-chloride solution (12%) at dozing rate of 5ppm. 0.375 kg per day) = (0.375 x 365 Kg / year)=136.875 kg Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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