Tender For Construction Of Sewerage Treatment Plant At Mmabm Ah Gmc Anantnag[Adv. Cost ₹ 242.35 Lacs (₹ 205.38 Lacs Exclusive Of Gst + Gst@18% ₹ 36.97 Lacs)]
Tender Value
Ref. Documents
Estimated cost
Bid Submission
20 Jul 2026
11 days left
EMD
4.84 Lakhs
Bank guarantee accepted
Document Fee
5500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anantnag → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Sewerage Treatment Plant At Mmabm Ah Gmc Anantnag[Adv. Cost ₹ 242.35 Lacs (₹ 205.38 Lacs Exclusive Of Gst + Gst@18% ₹ 36.97 Lacs)]
BOQ
| Sl. No. | Item Description |
| 1 | Civil Work ( Part A) |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Providing and laying hand packed stone soling in foundation ,under floors etc. incl ramming, watering and consolidating complete ,cost and carriages of all materials involved upto site of work complete. |
| 4 | Providing and laying in position cement concrete of specified grade M-10 excluding the cost of centering and shuttering - All work at all levels in : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) including cost and carriage of all materials involved upto site of work complete. |
| 5 | Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Note: - Cement content considered in this item is @ 330 kg/ cum. Excess/ less cement used as per design mix is payable/ recoverable separately.All works upto plinth level |
| 6 | All works upto plinth level |
| 7 | All works above plinth level |
| 8 | 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 upto 50 m and lift upto 1.5 m. |
| 9 | Reiforcement for R.C.C work including straightening, cutting, bending, placing in position & binding with binding wire all complete, Hot Rolled Deformed Bars (All work at all levels complete) |
| 10 | Providing form work including Centering ,shuttering , strutting, propping etc.using ply wood sheeting with water proofing ply board (12 mm min.thickness) and removal of the same for( All work at all levels complete.) |
| 11 | Foundations |
| 12 | Walls |
| 13 | Columns Shuttering |
| 14 | Suspended floors, roofs, landings, balconies and access plateform |
| 15 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 16 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressedportions of W.C., kitchen and the like consisting of :(i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compoundconforming to IS 2645 in recommended proportions including rounding off junction of vertical andhorizontal surface. (ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixedwith water proofing compound in recommended proportion including rounding off junction ofvertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hotat 1.7 Kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVCsheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) |
| 17 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm |
| 18 | Constructing Brick Masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with FPS bricks class designation 75 in cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S:12592, total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) With F.P.S. bricks with class designation 75 & with (b) Nallah stone aggregate |
| 19 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) R.C.C. top slab with 1 :2:4 mix ( 1 cemEnt : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finsihed with a floating coat of neat cement complete as per standard design.Inside size 90x80 cm and 45 cm deep including C.l. cover with frame (light duty) 455x610 mm. internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 20 | Supplying and laying/fixing of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers,union ,Tee,rubber rings,jack including all kinds of fitting etc. conforming to IS 16098-1 & II complete with fitting and cutting,jointing etc. covering etc., complete as required.and conforming to load bearing of SN -8) ( Astral,Supreme,Prince or equivalent) ,including carriage |
| 21 | 150MM |
| 22 | 200MM |
| 23 | 300MM |
| 24 | Steel Work in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using CI etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. WORK&carriages of all materials involved upto site of work complete INCL PAINTING Railinhg/Main holes/stair |
| 25 | Exacavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms , depth upto 1.5 m including getting out the exacavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50mtr. All kinds of soil, Pipes, cables etc., exceeding 80 mm dia, but not exceeding 300 mm dia |
| 26 | Dismantling of Path Drain & other Concrete Brick items whereever Required |
| 27 | Mehcanical (Part B) Design, Supplying of Sewage Treatment Plant capacity 150 KLD. (excluding excavation, back filling & disposal of surplus earth /Civil construction work) for the following duty:Final sewage discharge standard after treatmentPH-6.0-8.5BOD5-Less than 5 Mg/LS Solids-Less than 10 Mg/LCOD-Less than 5 Mg/LOil & Grease. Nil |
| 28 | Supply of 2 Nos Mechanical Stainless Bar Screen with suitable lifting manual base arrangement for required sizes (size 800 mm wide x 800 mm high) approx. (Coasre & Fine Screen) |
| 29 | Supply, installation, testing & commissioning of Submersible type pumps, having Cl casing & SS impeller complete with all accessories, motor of required capacity. Delivery header with isolation valve and NRV, lifting arrangement, pressure gauge on delivery line with isolation cock level controller with wiring to control the level of sump automatically. Pump shall have following duty for reference and vendor to confirm on design base.Sewage Lifting/ Transfer pompsONE set-(1 Working + 1 Standby)Flow Rate (each)=7.0 m³/hrHead =12-15 ΜtrMotor HP = As per manufacturer recommendation |
| 30 | Plant Room Sump pumps (Submersible type)ONE set (1 Working + 1 Standby)Flow Rate (each)=10.0 m³/hrHead =10-12 Mr.Motor HP = As per manufacturer recommendation |
| 31 | Supply, installation, testing & commissioning of water level indicator and controller for manual operation of the system with high/low level alarm complete with auxiliary NO/NC contacts |
| 32 | Supply, installation, testing & commissioning of non clog type pumps, having Cl casing & SS impeller complete with all accessories, motor of required capacity. Delivery header with isolation valve and NRV, lifting arrangement, pressure gauge on delivery line with isolation cock level controller with wiring to control the level of sump automatically. Pump shall have following duty for reference and vendor to confirm on design base. |
| 33 | Supply, installation, testing & commissioning of horizontal, centrifugal pumps(MBR Suction Pumps) having Cl casing & SS impeller complete with and foundation bolt and lifting arrangement with all accessories, motor of required capacity. pressure gauge on delivery line level controller to control the level of sump automatically. Pumps shall have following duty: Pumps 2 Nos. (1 Working + 1 Standby)Flow rate (each) = 7.50 m3/hr (Final As Per MBR Vendor)Head 10-12 Mtr |
| 34 | MBR Backwash pumps (Final as per MBR Vendor)ONE set - (1 Working + 1 Standby)Flow Rate (each)= 10.0 m³/hrHead =10-12 Mtr |
| 35 | Sludge Transfer/Recirculation pumpsONE set - (1 Working + 1 Standby)Flow Rate (each) = 21m ^ 3 / hrHead = 10 - 12Mtr |
| 36 | Twin type rotary air blowers 2 Nos. (1W + 1S) Capable of delivering 150.0 cum/hr (each) of free air at 0.5 kg/cm2 driven through \\"V\\" belt or directly coupled through flexible coupling to a TEFCmotor of suitable HP Suitable for (415 plus/minus 10)% volts, 3 phase, 50 cycles a/c supply Make: Everest / Akash (For aeration in Equalization tank, Sludge holding tank & Aeration Tank) |
| 37 | Twin type rotary air blowers 2 Nos. (1w + 1S) Capable of delivering 100-120.0 cum/hr (each) of free air at 0.5 kg/cm2 driven through \\"V\\" belt or directly coupled through flexible coupling to a TEFCmotor of suitable HP Suitable for (415 plus/minus 10)% volts, 3 phase, 50 cycles a/c supply Make: Everest / Akash (For MBR Tank) |
| 38 | Air piping shall comprise of pipes droppers/ laterals with M s [epoxy coated) Header complete with all fittings such as tees, crosses, plugs, sockets, elbows, reducers, supports & clamps. Valves etc cutting chases & making good in Plant RoomAll submerged piping will be UPVC/PVCAll Interconnecting pipe line after delivery header of pump/filter will be MSEP Pumped effluent (submerged) & tank overflow pipe line will be MSEP Air Piping(Non Submerged) will be MSEP |
| 39 | Non clog type air dispersion system capable of handling 3-5 cfm of air with oxygen transfer efficiency of 5-6% per/meter water depth. Air dispersion grid shall be assembled in modular form so that they can be replaced / repaired Fine /coarse aeration bubble diffusers as required Note:Air dispersion system shall be provided for Equalisation Tank, Sludge holding Tank Aeration Tank and MBR reactor Tanks. |
| 40 | For equalization tank |
| 41 | For aeration tank |
| 42 | For sludge holding tank |
| 43 | MBR reactor tank |
| 44 | Supplying of Agitator in Anoxic Tank 1 NosCapacity suitableMOC: SS |
| 45 | Supply, installation, testing and commissioning of flatsheet MBR Module of Shell material SS & Membrane material PVDF to be installed in MBR reactor alongwith suitable sludge removal arrangement either by pumps or air lifting pumps with compelete. |
| 46 | Providing fixing testing & commissioning of CIP sytem for cleaning of MBR module comprising of CIP Pump 1(1W) Pump MOC-SS, Chemical storage Tank (HDPE), Tank Capacity-500 Ltrs.Pump.Capacity: 0.5 M³/Hr (Final As per MBR Vendor)Head: 6-8 MNo. of Pumps 1 working |
| 47 | Supply of Centrifuge System of as required (size 20\\"-24\\"Dia) for reference with Sludge Feed pumps of 2-3.0 m3/hr with head -12M (1Working+1Standby) with interconnecting piping and poly dosing system all complete. |
| 48 | Supply of flow meter suitable for 150 KLD Plant including necessary cabling, conduit, etc complete suitable for raw sewage application. RANGE 0-15 M3/HR SIZES 2\\" /50 MM. |
| 49 | Supply, installation, testing and commissioning of suitable UV System (Ultra Violet) to be installed in arrangement With All respectCapacity: 7.50 M³/Hr |
| 50 | Electrical panel With PLC Control (Part C) |
| 51 | Motor Control Centre |
| 52 | Design, fabrication, assembling, wiring, supply, installation, testing and commissioning of motor control centre shall be fabricated with reinforcement of suitable size angle iron, channel T sections irons and/or flats wherever necessary. Cable gland plates shall be provided on top as well as at the bottom of the panels Panels shall be treated with all anticorrosive process before painting as per specifications with 1 coats of red oxide primer and final approved shade of powder coated paint. 2 Nos earthing terminals shall be provided for 3 phase, 4 wire, 50 Hz supply system. Lifting hooks shall also be provided in case of large panels. |
| 53 | Bus Bar |
| 54 | 300 amps TPN (15 KA) copper bus bar with heat shrinkable insulation sleeves. Required Nos of required capacity TPN MCB for direct on line starter/star delta starters and out going feeders to all the pumps/blowers etc. (including standbys). Each compartment shall contain auto / manual selector switch and indicating lamp with MCB's for 'ON/OFF/TRIP' status of motor Spare MCB's of following capacities: 32 amps TPN MCB'S 3 Nos Note: All MCCBs / MCBs shall be of 15 KA breaking capacity and suitable for motor duty application. All motor starters shall be provided with Automatic level controllerDOL starters shall be used for mototrs up to 5 HP and Star-Delta Starters for other motorsProvision shall be made for providing potential free contacts to all pumps starters |
| 55 | Supply of Cables, Connector, Cable Trays, to make Electrical Installation Complete Necessary cable alleys, Internal / cabling, wiring, cabling from MCC to various pumps / equipment and interlocking, earthing and earthing pits for all equipment. |
| 56 | Maintenance & Operaion cost for 03 years Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysJul 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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