Tender For Provision Of Sewage Treatment Plant (Packet Type) At Mic&S Under Ge (South) Ahilyanagar
Tender Value
39.90 Lakhs
Estimated cost
Bid Submission
19 Aug 2026
18 days left
EMD
80000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ahmednagar → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Sewage Treatment Plant (Packet Type) At Mic&S Under Ge (South) Ahilyanagar
BOQ
| Sl. No. | Item Description |
| 1 | Surface Exacavation in Soft/Loose soil n exc 30 cm deep and averaging 15 cm deep and getting out complete all as specified and as directed. |
| 2 | Removing excavated material exc 250m but n.exc 500 mtr and depositing where directed complete all as specified and as directed. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas in any type of soil (exceeding 30 cm in depth and 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 lift upto 1.5m, complete all as specified and as directed by Engr-in Charge. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas in Ordinary rock (exceeding 1.50 m and not exceeding 3m in depth, exc 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated rock lead upto 50 m and lift upto 3 m, complete all as specified and as directed by Engineer-in-charge. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas in Ordinary rock (exceeding 3 m and not exceeding 4.5 m in depth, exc 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated rock lead upto 50 m and lift upto 4.5 m, complete all as specified and as directed by Engineer-in-charge. |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas in Ordinary rock (exceeding 4.5 m and not exceeding 6 m in depth, exc 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated rock lead upto 50 m and lift upto 6 m, complete all as specified and as directed by Engineer-in-charge. |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils as directed by Engineer-in-charge. |
| 8 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering complete all as specified and as directed by Engr-in Charge. |
| 9 | M&L for Hardcore of broken stone of gauge not exc 63mm deposited, spreaded & levelled in layers n exc 15cm thick including watering and ramming etc complete all as specified and as directed. |
| 10 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed by Engr-in Charge. |
| 11 | M& L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished complete all as specified and as directed by Engr-in Charge. |
| 12 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed by Engr-in Charge. |
| 13 | M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs and similar work not exc 200 mm thick complete all as specified and as directed by Engr-in Charge. |
| 14 | M&L for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and as directed by Engr-in Charge. |
| 15 | M&L RCC Design Mix M-30 using 20mm graded stone agregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed complete all as specified and as directed by Engr-in Charge. |
| 16 | M&L for RCC Design Mix M-30 using 20mm graded stone agregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and as directed by Engr-in Charge. |
| 17 | M&L for RCC Design Mix M-30 using 20mm graded stone agregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engr-in Charge. |
| 18 | M & L for CRS TMT bars of grade Fe-500D/ 550D of size 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engr-in Charge. |
| 19 | M&L for CRS TMT bars of grade Fe-500D/ 550D of size 5mm to 10mm dia as in stirrups, spacers and binders for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engr-in Charge. |
| 20 | M&L for precast PCC solid block masonry with PCC 1:5:8 blocks, exc 10 cm width, built in cement mortar 1:6 complete all as specified and as directed. |
| 21 | M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 , finished even and smooth without using extra cement with WPC complete all as specified and as directed.Note :- WPC shall be measured & paid separately complete all specified and as directed by Engr-in Charge. |
| 22 | Supply only Integral water proofing compound complete all as specified and as directed by Engineer-in-Charge. |
| 23 | M&L for preparing the newly plastered or unplastered surfaces of walls and applying two coats of cement base paint over one coat of primer complete all as specified and as directed by Engr-in Charge. |
| 24 | S&F rotational moulded polyethylene water storage tanks colour white (cylindrical vertical with closed top), 5000 litres capacity, tripple layered, hoisted and fixed in position including 20 mm dia float valve, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed to iron pipe and connecting complete all as specified and as directed by Engr-in Charge.. |
| 25 | M&L for Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, in soft and loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, removing surplus material n.exc 50 mtr and making good distrubed surface etc complete all as specified and directed by Engineer-in-Charge |
| 26 | M&L for mild steel section as in railing, balusters, including embeding in concrete and screwing etc. including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 etc complete all as specified and directed by Engineer-in-Charge |
| 27 | S&F for Mild steel bolts purpose made with hexagonal or square head at one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exc 30cm long, Dia of neck not exceeding 12 mm complete all as specified and as directed by Engineer-in-Charge |
| 28 | Supply only mild steel galvanised chain link fencing, made out of GI wire, any size or type, not exceeding 3Kg/ Sqm complete all as specified and as directed.Notes :- (i) Dia and size of mesh shall be as decided by GE. (ii) Payment shall be allowed after ascertaining weight of chain link fencing as per actual at site by the BOO ordered by GE. |
| 29 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire etc complete all as specified and as directed by Engineer-in-Charge |
| 30 | Supply and fix 10 mm dia mild steel round bars to tighten chain link fencing including necessary hooking binding cutting etc complete all as specified and as directed by Engineer-in-Charge |
| 31 | S& F Galvanised 2 strand, steel barbed wire 2.24mm dia., barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed. complete all specified and as directed by Engr-in Charge.Note : Each line wire to be measured. |
| 32 | M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing confirming to Fe - 410-W (Gde E - 250 quality 'A') complete all as specified and as directed. |
| 33 | S & F Rolled Mild Steel Roof trusses, purlins, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc confirming to Fe 410 - W (Gde E-250) quality-A, complete all as specified and as directed. |
| 34 | S&F (framed) work such as grills, guard bars, ladders, framed balusters; and simillar work conforming to Fe 290Gde- E- 165) complete all as specified and as directed. |
| 35 | S&F prepainted galvalume aluminium zinc coated galvanised iron based corrugated steel sheets 0.5 mm thick of any colour, AZ 150 coating having tensile strength 550 MPA as in roof covering or ridges with side lap and end laps, hips and straight flashing fixed with self taping screws (length & girth as fixed) complete all as specified and as directed. Note:- Colour & Pattern to be approved by Engineer-in-Charge. |
| 36 | M&L for preparation of new steel or iron surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer complete all as specified and as directed. |
| 37 | M&L for 75mm thick PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in plinth protection, etc finished the surface even and smooth without using extra cement including provision of joint of size 10 mm wide & 10 mm deep and filling with bitumen mastic joint filling at every 3m length and at corners complete all as specified and as directed. |
| 38 | Excavation in trenches not exc 1.5 m deep & not execeding 1.5m wide in soft/loose soil for foundations and getting out complete all as specified and directed. |
| 39 | M&L for supply, laying, jointing and testing of RCC pipes, 150 mm bore dia, class NP2, laid in trenches and jointed with collars in cement mortar 1:1, complete all as specified and as directed. Note:- (a) Excavation, earthwork and PCC bed concrete shall be measured and paid for seperately under respective item. |
| 40 | M&L for supply, laying, jointing and testing of RCC pipes, 200 mm bore dia, class NP2, laid in trenches and jointed with collars in cement mortar 1:1, complete all as specified and as directed. Note:- (a) Excavation, earthwork and PCC bed concrete shall be measured and paid for seperately under respective item. |
| 41 | M&L for supply, laying, jointing and testing of RCC pipes, 300 mm bore dia, class NP2, laid in trenches and jointed with collars in cement mortar 1:1, complete all as specified and as directed. Note:- (a) Excavation, earthwork and PCC bed concrete shall be measured and paid for seperately under respective item. |
| 42 | M&L for PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in concrete bed for 150 mm bore dia drain pipes, any type, including packing under and haunching against the sides of the pipes after they are laid & tested complete all as specified and as directed. |
| 43 | M&L for PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in concrete bed for 200 mm bore dia drain pipes, any type, including packing under and haunching against the sides of the pipes after they are laid & tested complete all as specified and as directed. |
| 44 | M&L for PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in concrete bed for 300 mm bore dia drain pipes, any type, including packing under and haunching against the sides of the pipes after they are laid & tested complete all as specified and as directed. |
| 45 | M&L for precast reinforced cement concrete 1:2:4, type B-1 using 20 mm graded stone aggregate as in manhole covers including necessary forms and moulds etc and finished surfaces even and smooth without using extra cement complete all as specified and as directed. Note : Reinforcement measured and paid seperately under respective item. |
| 46 | M&L for cement concrete 1:3:6, type C-1, using 20mm graded stone aggregate as in copings and the like including necessary formwork, weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and as directed. |
| 47 | M&L for cutting into existing manhole for connecting new drains making good to pipes & rendering, cutting out existing benching & forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished for 150mm bore pipe complete all as specified and directed. |
| 48 | S&F PVC Water Bar 150mm wide and 5 mm thick minimum as in construction joints, complete all as specified and directed. |
| 49 | S&F PVC Grease Trap of capacity 500 lts having length x width x height of 1150 x 939 x 765 mm to be installed underground complete all as specified and directed by Engineer-in-charge. Note: (a) Excavation, PCC and brick work for installing grease trap to be paid separately under respective item.(b) Make Supreme Cat No.RLUGTP0500GB or equivalent model of makes as specified in PS and approved by GE |
| 50 | M&L PCC 1:4:8 type D-2 using (40 mm graded stone aggregate) 75mm thick as in sub-base floor all as specified and as directed. |
| 51 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as 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 and including 25mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed |
| 52 | Dismantling existing paver blocks and re-fixing the same after repairs as in footpath,parks, lawns, drive ways or light traffic parking etc., over and including 25mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed.Note: Old Cement Concrete Paver Blocks of any type and size retrived from dismantling shall be reused. |
| 53 | M&L for providing cement concrete of type B1 (1:2:4) in coping kneelers , apex stones , bed plates , kerbs and along the edges of interlocking paver blocks and the like including weathering , slightly rounded or chemfered angles and throating complete all as specified and as directed . |
| 54 | Supply and laying Double Walled Corrugated (DWC) HDPE pipe of nominal bore 63 mm including 90 degree bends with coupler and rubber ring, conforming to IS :16205 Part 24, 450 N laid in trenches for cable protection complete, all as specified and as directed |
| 55 | Supply and laying in trenches or fixing or passing through pipe, 1100 Volts grade heavy duty LT UG cable of size 25 sqmm 4 core with XLPE insulated stranded Aluminium conductor served with an inner sheathing of PVC tape, Armoured with galvanised steel wire and overall sheathed including cable gland, lug, jointing material etc, jointing, connecting , testing and commissioning all as specified and directed. |
| 56 | Design Fabrication, supplying, Installation, Testing & Commissioning of Manual Bar Screen for 15 KLD STP shall be fabricated MOC:SS304 of size 1m x 1m in Fine screen chamber (SC) min mesh dia of 10 mm, Mesh size is 2.5 mm or as per OEM recommendation complete all as specified and directed by eng in charge. |
| 57 | M&L for providing, laying, spreading in layers Bio Media(Brick Bats/Laterite blocks/Hard Murrum) of size 80-150 mm powder free as a Bio- media filter material as specified and directed by technology provider including all labour, material, loading, unloading, transportation etc. lead, placing the bio media in Bio Mound including all taxes and duties such as royalty etc. complete all as specified and directed by Engineer-in- charge. |
| 58 | Supply and laying of underdrain rubble of size 60-100 mm suitable for operation of 15 KLD STP all as specified and directed. |
| 59 | Supply and laying of additive grit of size 6-12 mm suitable for operation of 15 KLD STP all as specified and directed. |
| 60 | M&L for Providing and fixing Jute Kanthan (Tarat) screen where required complete all as specified and directed by Engineer-in- charge. |
| 61 | M&L for Plantation work above Bio-Mounds complete all as specified and directed by Engineer-in- charge. |
| 62 | Supply, installation, testing and commissioning of heavy duty high performance and high efficiency, Non-clogging cutter-type Sewage Submersible pumpsets with chrome steel impeller of min flow 1.87 Cum/hr at 9.0 Mt head capacity in wet well with float switch, cabling, Control panel starter, fittings & installation complete electric connection Panels for successful operation of Sewage pump all as specified and as directed (1 Working+ 1 Stand by). Make:- Kirloskar/Crompton |
| 63 | Supply, installation, testing and commissioning of heavy duty high performance and high efficiency, Non-clogging cutter-type Sewage Submersible pumpsets with chrome steel impeller of min flow 0.75 Cum/hr at 9.0 Mt head capacity in raw sewage tank with float switch, cabling, Control panel starter, fittings & installation complete electric connection Panels for successful operation of Sewage pump all as specified and as directed - (2 Working+ 2 Stand by) . Make: Kirloskar/Crompton |
| 64 | Supply, installed, testing and commissioning of heavy duty high performance and high efficiency,Clear water submersible pumpsets with chrome steel impeller of min flow min flow 0.75 Cum/hr at 9.0 Mt head capacity in Collection Tank 01(CT-1) with float switch, cabling, Control panel starter, fittings & installation complete electric connection Panels for successful operation of Sewage pump all as specified and as directed (1 Working+ 1 Stand by) . Make: Kirloskar/Crompton |
| 65 | Supply, installation, testing and commissioning of heavy duty high performance and high efficiency,Clear water submersible pumpsets with chrome steel impeller of min flow 1.67 Cum/hr at 14.0 Mt head capacity in Treated water Tank with float switch, cabling, Control panel starter, fittings & installation complete electric connection Panels for successful operation of Sewage pump all as specified and as directed (1 Working+ 1 Stand by). Make: Kirloskar/Crompton |
| 66 | Supply, installation, testing and commissioning of heavy duty high performance and high efficiency, Electromagnetic flow meter suitable for measuring any type of liquid/ slurry passing through closed pipe, min IP 67, suitable for dia 50 mm bore pipe, working with 240 AC, including electrical connection / switchgears all coonnected accessories and support for operation with LCD digital display showing flow rate and total flow suitable for 15 KLD STP complete all as specified and as directed by engineer In Charge. |
| 67 | Supply, installed, testing and commissioning of Tube settler packing/FRP Sheet complete suitable for 15 KLD Camus / equivalent technology STP as per OEM recommendation and all as specified and as directed. |
| 68 | Supply, installation, testing and commissioning of Disinfection system, , dosing pump Flow rate of pump - Flow rate : 6 l/h ,Pressure up to: 5.5 kg/cmg, Manual / automatic speed control adjustable while running or stopped, along with necessary fittings and connecting cables & electrical panel, switchgears connections. Flow meter will be installed in the outlet treated water line. Disinfectant chemical (Hypochlorite/ equivalent) holding tank of capacity 50 Ltrs, HDPE vertical cylinder closed with suitable arrangument for installation and connection with dosing pump with suction valves etc connected accessries for successful operation of chemiocal dosing to treated water all as directed. |
| 69 | Supply and Installation of CAMUS Cultures and Catalyst; Patent No 414339 METROL Process (Mite Ecology for Treatment of Organic Liquids) complete all as specified and directed by Engineer-in- charge. |
| 70 | Design Supply installing commissioning & testing LT feeder piller panel board factory made, out door type , cubical type, vermin proof, dust proof, water proof, sloped canopy, made out of 3.15mm thick CRCA sheet and angle iron frame of size 50x50x6 mm and size suitable to accomodate the following accessories with insulated TPN Copper busbar of rating not less than 1.5 times the rated capacity of the incomer MCCB suitable for operation of 15 KLD STP. Both side openable (front & back) with locking arrangement duly painted with coat of synthetic enamel paint over a coat of red oxide primer both internally and externally and connecting with cable with lugs including internal wiring with copper cable of suitable size using lugs compressing the following accessories all as directed. (Notes : (i) The rate quoted shall include for earth work & excavation for angle iron frame for foundation of panel board upto 0.50 m below GL in any type of soil & PCC (1:4:8), D2 filling in foundation the ground clearance of panel board shall be 0.40 m GL to the bottom of panel board ) (ii) Panel board shall be approved by CPRI and certificate to be produced and to be submitted in the office. |
| 71 | Incoming:- (a) MCCB 4 P, 415 Volt 100 Amps, 16 KA, 50 Hz with adjustable thermal release, 50 Hz, 415 volts grade - 01 No. (b) Multifunction Digital square type intelligent panel meter to measure voltage, current, frequency & Power factor - 01 No (c) Neon indicating lamps (R,Y & B) set of three - 01 SetOutgoing:- (a) Outgoing feeder shall be provided with suitable motor protection and control arrangement DOL Starter/Star-Delta Starter as per the rating of the respective motor, complete with MCCB/MCB, contactors, overload relays, phase failure protection, indication lamps, selector switch etc suitable for successful operation of 15 KLD STP Plant ( the staters and control arrangument/ protection shall be provided for each running and standby motors seperatly). Cabling :- Copper cabling of suitable as per OEM specifications shall be provided from control panel to various units/equipments, Pumps,blowers/ meters of entire sewage treatment plant and entire ultrafiltration system including interconnections and all accessories. The Drawing of entire panel shall be submitted by contractor for approval of GE before execution of work |
| 72 | M&L for UPVC PIPES 50 mm bore ( pressure rating 10kgf/cm2 ) laid in trenches / floors or fixed to wall in any length with screwed and socket joints together with all UPVC fitting such as Ball valve, sockets, bends, elbows, tees, reducers, unions, jointing materials etc and pressure testing, Washing out complete all for suitable opertaion of 15 KLD STP and pumping out of clear / sludge water all as per OEM and as specified and directed. Please Enable Macros to View BoQ information |
| 73 | M&L for UPVC PIPES 50 mm bore ( pressure rating 10kgf/cm2 ) laid in trenches / floors or fixed to wall in any length with screwed and socket joints together with all UPVC fitting such as Ball valve, sockets, bends, elbows, tees, reducers, unions, jointing materials etc and pressure testing, Washing out complete all for suitable opertaion of 15 KLD STP and pumping out of clear / sludge water all as per OEM and as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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