Agriculture Cooperative Closing in 4 days TDR #56591605

Tender For Name Of Work: Upgradation & Modification Of Existing 650 Kld Effluent Treatment Plant (Etp) Including Conversion Of Existing Aeration Tank Into Anaerobic Hybrid Reactor, Construction Of New 810 M³ Aeration Tank, Primary Clarifier Modificat

Issued by Cooperative · Bahraich, Uttar Pradesh
Tender Value
1.33 Crore
Estimated cost
Bid Submission
27 Jul 2026
4 days left
EMD
2.50 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Bahraich → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Name Of Work: Upgradation & Modification Of Existing 650 Kld Effluent Treatment Plant (Etp) Including Conversion Of Existing Aeration Tank Into Anaerobic Hybrid Reactor, Construction Of New 810 M³ Aeration Tank, Primary Clarifier Modification, Semi-Automatic Disc Filter, Civil, Mechanical, Electrical & Instrumentation Works At Shravasti Kisan Sahkari Chini Mill Ltd., Nanpara (U.P.)

BOQ

Name of Work:- Name of Work: Upgradation & Modification of Existing 650 KLD Effluent Treatment Plant (ETP) including Conversion of Existing Aeration Tank into Anaerobic Hybrid Reactor, Construction of New 810 m³ Aeration Tank, Primary Clarifier Modification, Semi-Automatic Disc Filter, Civil, Mechanical, Electrical & Instrumentation Works at Shravasti Kisan Sahkari Chini Mill Ltd., Nanpara (U.P.)
Sl. No. Item Description
1Modification in existing Bar Screen Chamber Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.50 sq meters with water proofing chemical and under ,including cutting the patch in proper shape ,racking out joints and preparing and plastering the surface of the walls complete ,including disposal of rubbish to the dumping ground,all complete as per direction of Engineer-in-Charge.
2Demolishing R.C.C work manually/by mechanical means including stacking of steel bars and disposal of unserviciable material within 50 mtrs lead as per direction of Engineer-in-charge.
3Providing and laying in position ready mixed or site batched design mixed concrete for reinforced cement concrete work ;using coarse aggregate and fine aggregate derived from natural resources ,Portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proportions as per IS:9103 to accelerate /retard settting of concrete,to improve durability and workability wikthout impairing strength ;including pumping of concrete to site of laying ,curing,carriage for all leads ;but excluding the cost of centering,shuttering ,finishing and reinforcement as per direction of the engineer-in-charge ,for the following grades of concrete .(All works up to plinth level with concrete of M30 grade with minimum cement content of 350kg/cum)
4Supplying and fixing Coarse Screen 20 mm Spacing S.S. 304, Size 2.5 meter depth 2.0 m width
5Supplying and fixing 10mm Spacing S.S. 304, Size 2.5 meter depth 2.0 m width
6Supplying and fixing Fine Screen 5.0 mm spacing S.S. 304, Size 2.5 meter depth 2.0 m width
7Modification in existing oil & grease trap
8Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.50 sq meters with water proofing chemical and under ,including cutting the patch in proper shape ,racking out joints and preparing and plastering the surface of the walls complete ,including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
9Demolishing R.C.C work manually/by mechanical means including stacking of steel bars and disposal of unserviciable material within 50 mtrs lead as per direction of Engineer-in-charge.
10Providing and laying in position ready mixed or site batched design mixed concrete for reinforced cement concrete work ;using coarse aggregate and fine aggregate derived from natural resources ,Portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proportions as per IS:9103 to accelerate /retard settting of concrete,to improve durability and workability wikthout impairing strength ;including pumping of concrete to site of laying ,curing,carriage for all leads ;but excluding the cost of centering, shuttering , finishing and reinforcement as per direction of the engineer-in-charge ,for the following grades of concrete .(All works up to plinth level, concrete of M30 grade with minimum cement content of 350kg/cum)
11Supplying installing and commissioning Oil Skimmer Machine For oil & grease skimming, MOC-Polyurethane, Size: Width 300 MM, Depth 2500 MM, Thickness 1.5 MM, White in Color Motor: 1 HP, 1440 RPM, 3 Phase, AC, 415V, 50 Hz, Flange Mounted, Make- CG/BBL or Equivalent Gear Box: Worm Reduction Gear Box, ALM 50 50 80, Output RPM 25-30 Structure: Material of Costruction-SS304, Both Pulley: SS304 Lower Pulley Hanging Chain-SS304 Hardware-SS Belt Tension Weight: MS Square￾Solid Electric Panel: ON/OFF Switch, Phase Indicators, Over Load Relay, Star Delta Connection, 3-Phase Cable-50 Mtrs. with ss stacker, 1.0 hp motor, gear reduction box, heavy Weight Roller.
12Supplying, installing and commissioning Electric Panel with 50 mtr Cable with OLR Star delta connection
13Piping & Fitting
14Neutralization Tank (New)
15Earthwork in excavation by mechanical means (hydraulic excavater )/manual means over areas(exceeding 30 cm in depth ,1.50m in width as wellas 10 sqm on plain)including getting out and disposal of excavated earth lead up to 50m and for all lifts as directed by engineer in charge(All kind of soil)
16Providing and laying in position cement concrete of specified grade excluding bthe cost of centering and shuttering –All work up to plinth level 1:3:6 ,1 cement :3 coarse sand (zone 3)derived from natural resources:6 graded stone aggregate 20 mm nominal size derived from natural resources.
17Providing and laying in position ready mixed or site batched design mixed concrete for reinforced cement concrete work ;using coarse aggregate and fine aggregate derived from natural resources ,Portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proportions as per IS:9103 to accelerate /retard settting of concrete,to improve durability and workability wikthout impairing strength ;including pumping of concrete to site of laying ,curing,carriage for all leads ;but excluding the cost of centering,shuttering ,finishing and reinforcement as per direction of the engineer-in-charge ,for the following grades of concrete .(All works up to plinth level ,concrete of M30 grade with minimum cement content of 350kg/cum)
18Centering and shuttering including strutting ,propping etc and removal of form for Walls (any thickness) including attached pilasters ,butteresses,plinth and string courses etc
19Steel reinforcement for R.C.C work including straightning,cutting,bending,placing in position and binding all complete up to plinth level with thermomechanically Treated bars of grade Fe-500D or more
20Filling available excavated earth (excluding rock)in trenches ,plinth sides of foundation etc in layers not exceeding 20 cm in depth ,consolidating each deposited layers by ramming and watering ,lead up to 50 m and for all lifts.
21Providing and laying integral cement based treatment for waterproofing on horizontal surface at all depths below ground level for underground structure as directed by Engineer-in-charge and consisiting of(1) 1st layer of 22mm to 25mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3(1cement 3 coarse sand)including applying of twice(at base and top of mortar) cement slurry @2.20kg/m2 (each time) mixed with waterproofing compound condirming to is 2645 in the recommended proportion over the leveling course(leveling couse to be paid separately).joint sealed and grouted with cement slurry mixed with waterproofing compound.(2)2nd layer of 25mm thick cement mortar 1:3(1cement 3 coarse sand) mixed with waterproofing compound in recommended proportions(3)Finishing top with stone aggregate of 10mm to 12mm nominal size @8cudm/sqmthouroughly embedded in second layer.
22Primary Clarifier (Repairing & Modification)
23Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.50 sq meters with water proofing chemical and under ,including cutting the patch in proper shape ,racking out joints and preparing and plastering the surface of the walls complete ,including disposal of rubbish to the dumping ground,all complete as per direction of Engineer-in-Charge.
2412 mm thick cement plaster of mix 1:4 (1 cement 4 fine sand) with approved water proofing compound including all labour material t&p etc.
25Supplying installing and Commissioning Clarifier Mechanism for sludge screaping ( SARV-Dia-8 mx4.5mswdxo.5m FB) including electrical panel wiring etc.
26Supplying installing and Commissioning Inline static dosing system for primary clarifier including 2.0 Nos of dosing pump for coagulation and flocculation dosing capacity will be 0-200 LPH, motor Capacity 1.0 HP, including electrical work.
27Existing Aeration Tank Modified to Anaerobic Hybrid Filter (AHR Media)
28Supplying and fixing PVC Fill media , FB 53.27,Colour Black,Sheet size: 1200 mm X 600 mm,Surface area: 86 m2/m3,Sheet Thickness- 0.3 mm
29Supplying and fixing PVC Fill media , FB 53.27,Colour Black,Sheet size: 1200 mm X 600 mm,Surface area: 86 m2/m3,Sheet Thickness- 0.4 mm
30Supplying and fixing PVC Fill media , FB 53.27,Colour Black,Sheet size: 1200 mm X 600 mm,Surface area: 86 m2/m3,Sheet Thickness- 0.5 mm
31Supplying cyclohexanone
32Supplying Glue powder
33Modification of Existing Aeration tank to AHR (Anaerobic Hybrid Reactor) Civil Work wall partition with buffer tank
34Providing and laying in position ready mixed or site batched design mixed concrete for reinforced cement concrete work ;using coarse aggregate and fine aggregate derived from natural resources ,Portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proportions as per IS:9103 to accelerate /retard settting of concrete,to improve durability and workability wikthout impairing strength ;including pumping of concrete to site of laying ,curing,carriage for all leads ;but excluding the cost of centering,shuttering ,finishing and reinforcement as per direction of the engineer-in-charge ,for the following grades of concrete .(All works up to plinth level ,concrete of M30 grade with minimum cement content of 350kg/cum)
35Steel reinforcement for R.C.C work including straightning,cutting,bending,placing in position and binding all complete up to plinth level with thermomechanically Treated bars of grade Fe-500D or more
36Steel Rebaring including labour material T&P Etc.
37Fabrication and erection M.S. Structure for AHR media including labour and material.
38Aeration Tank Volume 810 m3
39Earthwork in excavation by mechanical means (hydraulic excavater )/manual means over areas(exceeding 30 cm in depth ,1.50m in width as wellas 10 sqm on plain)including getting out and disposal of excavated earth lead up to 50m and for all lifts as directed by engineer in charge(All kind of soil)
40Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work up to plinth level 1:3:6 ,1 cement :3 coarse sand (zone 3)derived from natural resources:6 graded stone aggregate 20 mm nominal size derived from natural resources.
41Providing and laying in position ready mixed or site batched design mixed concrete for reinforced cement concrete work ;using coarse aggregate and fine aggregate derived from natural resources ,Portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proportions as per IS:9103 to accelerate /retard settting of concrete,to improve durability and workability wikthout impairing strength ;including pumping of concrete to site of laying ,curing,carriage for all leads ;but excluding the cost of centering,shuttering ,finishing and reinforcement as per direction of the engineer-in-charge ,for the following grades of concrete .(All works up to plinth level ,concrete of M30 grade with minimum cement content of 350kg/cum)
42Centering and shuttering including strutting ,propping etc and removal of form for Walls (any thickness) including attached pilasters ,butteresses,plinth and string courses etc
43Steel reinforcement for R.C.C work including straightning,cutting,bending,placing in position and binding all complete up to plinth level with thermomechanically Treated bars of grade Fe-500D or more
44Filling available excavated earth (excluding rock)in trenches ,plinth sides of foundation etc in layers not exceeding 20 cm in depth ,consolidating each deposited layers by ramming and watering ,lead up to 50 m and for all lifts.
45Providing and laying integral cement based treatment for waterproofing on horizontal surface at all depths below ground level for underground structure as directed by Engineer-in-charge and consisiting of(1) 1st layer of 22mm to 25mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3(1cement 3 coarse sand)including applying of twice(at base and top of mortar) cement slurry @2.20kg/m2 (each time) mixed with waterproofing compound condirming to is 2645 in the recommended proportion over the leveling course(leveling couse to be paid separately).joint sealed and grouted with cement slurry mixed with waterproofing compound.(2)2nd layer of 25mm thick cement mortar 1:3(1cement 3 coarse sand) mixed with waterproofing compound in recommended proportions(3)Finishing top with stone aggregate of 10mm to 12mm nominal size @8cudm/sqmthouroughly embedded in second layer.
46Pilling work
47Boring,providing and installation bored cast in situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap,to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temprory casing of appropriate length for setting out and removal of same and the length of the file to be embedded in the pile cap etc by percussion drilling using direct mud circulation (DMC) OR Bailer and chisel technique by tripod and mechanical winch machine all complete,including removal of excavated earth with all lifts and lead(500mm dia piles)
48Steel reinforcement for R.C.C work including straightning,cutting,bending,placing in position and binding all complete up to plinth level with thermomechanically Treated bars of grade Fe-500D or more
49Providing and Placing in position suitable PVC water stops confirming to IS:12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc complete(kickers 320mm wide,5mm thick)
50Dismentle aeration system from existing tank and install to new aeration Tank
51Supplying and Fixing S.S. 304 1 inch Pipe line
52Supplying and Fixing Ball Valve
53Railing & Fitting for installation of retrievable air network grid
54Supplying installing and commissioning Air Blower 1800 cum/hr. with control panel with all accesseries.
55Supplying installing and commissioning Supply Semi Automatic Disc Filter for ETP Treated Water removal of total suspended solids from water specification capacity 30 cubic meter per hour, Rate of filtration efficiency : 15 Cum/SqM/day, Removal particle size less then 5 PPM,Housing Polyamide reinforced with fibre glass, Element Polypropylene , Temp. resistance Max 80 Degree Celsius, pH 4-10, Max Working Pressure : 16 Bar , Inlet Size 3- 4 inch , Flushing ¾’’ , Semi Automatic Multiport Valve, Feed Pum 2.0 Nos.
56Supplying installing and commissioning Sludge Transfer Pump 20 m3/hr, 3.7 K.w., Make Kirloskar
57Supplying installing and commissioning Feed Pump in Anaerobic TankCapacity 35 m3/hr, 4.5 K.W. 25 meter Head
58Supplying and installing Electrical Panel For All Electrical Appliances operation of pump, mechanical scraper
59Sludge Handling
60Supplying installing and commissioning Screw Press Sludge Dewatering Machine 5m3/hr
61Supplying installing and commissioning Sludge Transfer Pump
62Supplying and Fixing Interconnecting Pipeline Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56591605
AUTHORITY Cooperative
TENDER VALUE 1.33 Crore
LAST DATE 27-07-2026
Authority
Authority Name Shravasti Kisan Sahakari Chini Mill Limited
Work Description Tender for Name Of Work: Upgradation & Modification Of Existing 650 Kld Effluent Treatment Plant (Etp) Including Conversion Of Existing Aeration Tank Into Anaerobic Hybrid Reactor, Construction Of New 810 M³ Aeration Tank, Primary Clarifier Modification, Semi-Automatic Disc Filter, Civil, Mechanical, Electrical & Instrumentation Works At Shravasti Kisan Sahkari Chini Mill Ltd., Nanpara (U.P.)
Basic Detail
Tender No SKSCM/WORK OF ETP UPGRADATION AND MODIFICATION/2026-27
Bidding Type Tender
Location
City Bahraich
State Uttar Pradesh
Key Dates
Publish Date 21 Jul 2026
Submission Date 27 Jul 2026
Open Date 27 Jul 2026
Finance
Tender Value 1.33 Crore
Tender Fee 5900
EMD 2.50 Lakhs
Exemption Not Available
Document List
0578b5ea-90f2-4f3e-8bd3-18d0c14a2552.html
BOQ_2198789.xls
TENDERDOCUMENTS.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Jul 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

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0578b5ea-90f2-4f3e-8bd3-18d0c14a2552.html

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BOQ_2198789.xls

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Tendernotice_1.pdf

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